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532 Red Rose Ln 18-1569 (a)
n 1"• p� LOT 220 - THORNBROOKE 40I S CAPTIVA GARAGE LEFT ELEVATION A TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER NEATER, 300 AMP, SERVICE, 4211 UPPER CA5INET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC LANAI. RECORD COPY REVIEWED 'POR��CODE COMPLIANCE PLAN ' fiAMINER DATE SAI .tx-nnr 91.111 I`IIN+S_ DIVISION A P-RMIT I;,aULI, r; ; .:jj ,,ov4STRUED 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 REoUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED ,Results to be Verified at Slab Inspection g�J1LD/,UG tSANFORD n��`� #18-1569 REDRAW NOTES 03-09-IS COMPLETED LOT SPECIFIC PLANS FOR LOT 220 THORNBROOKE 40'5, ELEVATION A, GARAGE LEFT WITH PLAN OPTIONS INCLUDING: POCKET SLIDING GLA55 DR IN GATHERING ROOM, PRE -HUNG DOOR OWNERS BATH, COVERED LANAI, PAVERS DRIVE WAY, LEAD WALK, PORCH, ELEV A CR, RADIANT BARRIER, TRAY CEILING PACKAGE, 51NK IN BATH 3, R-38 IN5ULATION, INJECTION MA50NRY FOAM INSULATION SQUARE FOOTAGE CALCULATIONS LOT 220 - THORNBROOKE 40I S CAPTIVA GARAGE LEFT ELEVATION A TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER NEATER, 300 AMP, SERVICE, 4211 UPPER CA5INET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC LANAI. RECORD COPY REVIEWED 'POR��CODE COMPLIANCE PLAN ' fiAMINER DATE SAI .tx-nnr 91.111 I`IIN+S_ DIVISION A P-RMIT I;,aULI, r; ; .:jj ,,ov4STRUED 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 REoUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED ,Results to be Verified at Slab Inspection g�J1LD/,UG tSANFORD n��`� #18-1569 REDRAW NOTES 03-09-IS COMPLETED LOT SPECIFIC PLANS FOR LOT 220 THORNBROOKE 40'5, ELEVATION A, GARAGE LEFT WITH PLAN OPTIONS INCLUDING: POCKET SLIDING GLA55 DR IN GATHERING ROOM, PRE -HUNG DOOR OWNERS BATH, COVERED LANAI, PAVERS DRIVE WAY, LEAD WALK, PORCH, ELEV A CR, RADIANT BARRIER, TRAY CEILING PACKAGE, 51NK IN BATH 3, R-38 IN5ULATION, INJECTION MA50NRY FOAM INSULATION SQUARE FOOTAGE CALCULATIONS ELEVATION "TR—All MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 832 TOTAL LIVING S.F. 1989 GARAGE S.F. 451 PORCH S.F. 74 LANAI 128 TOTAL UNDER ROOF S.F. 2642 TOTAL WIDTH 301-011 TOTAL LENGTH 681.011 DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN. NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING. PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO F.B.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CON51DERED "NOMINAL DIMEN51ON5". ALL DIMEN6ION5 ARE TO ROUGH FRAMING UNLE55 OTHERWI5E NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON51BLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDIW s BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/5 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R - 6TH EDITION (2011) R30216 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF GORRO61ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH it GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR A8 OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR. - 6TH EDITION (2011) R10312 AND ASTM C 926. PER FB.C.R 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED 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 A5TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F13L.R 6TH EDITION (2011) R10313 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE815TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.C.R 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH A5TM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 TH% 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F, AND DELINEATE AREAS NOT MORE THAN 100 5.F, FOR HORIZONTAL APPLICATIONS, D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES SHALL BE CON5IDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS To EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FA5HION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 6HUTTER5 OR IMPACT GLA55, THE GENERAL CONTRACTOR 15 RE5PON5115LE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8j1 IN THICKNE55, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1311 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. ASPHALT 5HIN6LE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT 5HINGLE5. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R90521o.1. 2. ASPHALT 6HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 05116 REQUIRD 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 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. GLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 6TH EDITION (2011) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE IN5TALLATION MANUAL,FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R. - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR ASTM D 1510 OR ASTM D 6380, CLA55 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 VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RA5 I18,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-011 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-01' HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND SHOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, 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 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 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 TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 015CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2, MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR 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 INCHE5 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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. % GAUGE (0.48 mm) 5HEET 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 AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF SECTIONS M14113. EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED 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 RE51DENCE 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 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 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 11TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY 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, DIMEN51ON5, 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/ REV1510N6. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 50JECT 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 RE5PON5113LE. REV.12-31-2011 C') eG .rr 5 O • rr 0,/ '•.....•••0 .,���bd �rrrra�� K w w C 0 �o O J �0 do N^ y 0000 6 `r >>jM CND 0 0 . -0 coo LL }+ N Z0 • JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, I-7ARIDA 346T7 813 . 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAIVIPA • DE:NVER EST. 1494 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 IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PREENGINEERED TRUSS MANUF, LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY ( C u IIIIIIIIIIIN a Z m O z Ore i W F-- p c) rie N0 N � O rllrrr•orrr•rrr•rI�I 1989 • TITLE ' COVER SHEET GENERAL NOTEScov • SHEET • 6 a s 30'-mll I6'-011 F1 �CONT.(TYP,/AT LANAI) P1 $° all ELEVATION QII 31_ All GJ 1 l-) 0'-41" Si-211 QII V — — 161.211 A/C 2'-011 10'-2" 4" P.V.C. 21-211 3'4"64, C PAD (SEE MECH. 9 CONTRACTOR 3/4" P.V.C. I CONDENSATION FOR LOC.) DRAIN BY PLUMBER — — ■ RECE56 FOR POCKET SLIDER ■ �o WIDEN FOOTING S" Ar POCKET 5LIDER AND ADD (1)15 REBAR 2-5TORY FOOTING (TYP) VA/ ■ 20" H. x 20" W. GONG, MONO-FTG, W/ 3 - 05 GONT. REBAR5 PROVIDE 25" MIN. LAP WHERE VA SPLICED AND WIRE TOGETHER. M BOTT. OF FTG. SHALL BE 12" MIN, ■ BELOW GRADEVIA ■ B � A 151-41I 314011 ■ a ■ ih / 6'-1III 5'4'I \iJI all v 16" WAT1 DEEP FTG.: FA M -. W/ 2 - 05 CONT. / 1A, i I N. ` ICJ ��I■ THICKENED EDGE ELEVATION AT 0' 0'I PATILE S" OL (ASSUMED) — FOR SHOWER RECE55 Q VA W/ I N0.5 BAR CONT. 35" THICK, 2500 OR 3000 P.5.1. CONCRETE SEAT cOR VALVE RECESS SLAB ON GRADE W/ 6x6 WI.4xWI.4 MESH P/// 92 = -.1- ABV. OR FIBER MESH OVER 6 MIL. VAPOR ■ ELEVATION () O' 31/2" ■ BARRIER ON CLEAN,ALL WELL - COMPACTED, TERMITE TREATED, / VAVA fV' K, ____— x _— — 2xb r 1 r -�(���AIR GRANULAR FILL. _WASHER WALL OPT, I I OPT. I jLDRYERI �- N HANDLE LINES FROM SINK — — _J —I— \ B UPPER FLO0 ■ Ul/ p15P (4'-6" I>: ■ 4'-111 I PROVIDE WATER 161, W.XI6" D. 4 y' LINE FOR ICE �� MAKER // \ FTG. W/ _ L >i 2 - S CONT, ■ 3/4" RECE55 ■ <,/ �y = FOR ENTRY DR. TO OF REF. �II --( ■ M ti 2' 011 3'-0" ELEVATION a, I `r ( 5O GAL, ,- W.N. 51 DEEP FTG, r SR 91-/J 6 W/ 1 05 CONT. I 3' S I/2" 2' 9 I/2° 2,111 21_ 1 SII 31-8II 51-011 '- ■ ELEVATION PAVERS V-411 z t � on ( I � o'FA I ■ F2 ■ 0- i z is = C S"x811 FTG. W/ I- S CONT. CJ. —------------- ------- 4---------- C.J. _ ----------------{ (TYR AT ENTRY) D I -STORY m FOOTING (TYP.) 20" H. x 16" W, CONC. MONO-FTG. W/ 2 - "5 CONT. REBAR5 PROVIDE 2511 MIN. LAP WHERE SPLICED ■ AND WIRE TOGETHER, ELEVATION i BOTT. OF FTG, SHALL BE 1211 MIN. BELOW GRADE �J m — 11/211 RECESS FOR GAR. DR. a, ■ ■ Al ♦ NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) AA PAVER DRIVE / LEAD WALK 3 21'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES * * * * * G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE s``�1111111/���'''' aere • : i9 _ y, Co �o'01 ¢ Z� 1;f�/111111 IN INDICATES 115 ♦ INDICATES 2 05 FOOTING LEGEND: FI 12" DEEP x241"44" GONG. FOOTING W/ (3) S BARS EACH WAY. D12" DEEP x3ON3011 GONG. FOOTING W/ (3) S BARS EACH WAY, F3 16" DEEP 6011601' GONG. FOOTING W/ (3) 05 BARS EACH WAY. THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED 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 THI5 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS 5PECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. K W C U rO O J �0 N 0 000) 4 cl) �■ =jW °coLL L 00 ro� �0 Orono 3� ic roW .� m 5 zV • JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STR.F.ET EAST OLE SMAR, FLORIDA 34677 813.925.1300 TEL $13.925.1800 FAX V VW.DAVLSBEWS.COM TAMPA • DEr VE EST.1994 ill In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED. DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUP. 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) mm Nr W 0 �z O O M 0 ce N o N � O< 10 IOU 1989 II • TI TLE - SLAB INTERFACE PLAN FOUNDATION PLAN • SHEET.I.L........ SCALE: 1/411 , 11-0I1 GADfnGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 37 5311 WINDOW CALL -OUTS 7 r (D 26" 12 5N 1/2 32 5N 22 5N 32 5N W = 39" 13 5N 1/2 33 5N 23 5N 33 5N J 0 5111 14 5N 1/2 34 5N 24 5N 34 5N z 63" 0 15 5✓-I 1/2 35 5N 25 5N 35 5P Z -121 s 16 5N 1/2 36 5N 26 5N 36 5N G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, W WINDOW 5126 AND INSTALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR FLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG-51-1, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FB.C.R - 6TH EDITION (2011). * * * * * * * 100 T.O.M. BOTTOM OF LINTEL I T.O.M. 9' 4" AT 8' m" AFF. 4T A.F.F. ■ ■ ■----------------W ■ G.G.vERIFYACRYLIC O I ON LANAI 0BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL /-AT 8'-0" AFF. 16'-0"x8'--C" AT V-m" A.F.F. O1 9 -4 PLT. HT. I REFER TO SHEEj2A2 FOR MAIN FLOOPLAN DIMENSIO F_ -1 3'4"64' A/C PAD (SEE MECH. CONTRACTOR T.O.M., I 3 - 26 5H, I I FOR LOG. T.O.M. HD. AT 8'-m" L - - - -I A.FRF. ■ ■ 9' 4" * EGRE55 �Oo o°o 0 0°0°0 o g-06-0 TEMP. PKT. SLIDER o ° o ° ■ ■ ■ ■ 2-8x6-8 O 00 52 2 STORY 8' 8° — — H.B. 0o CLG. CLG. ° o° /2.5TORY NOTE: 0o o° VOLUME AT VOLUME CEILING o0 HATCHING INDICATES DOUBLE °o K.O. BLOCK COURSE WI (2) S p° GATHERING ROOM IN EACH ° 14'-6" x16'-0" 00 2-STORY VOLUME 00 00 9'-4" FLAT CLG. G o 54 00 (AT VOLUME o° CEILING) 00 0° 0° 00 0 DINING ROOM 14'-6"x10'-C" BEARING 9'-4" FLAT CLG. WALL OPT, SHIM AS AIR SWITCH II H. STAIR DATA: FOR 015P. 1' m° ■ COUNTERTOP KNEE (SEE DETAIL) WALL 18 R15ER5 AT 1.38" EACH 1020" TREAD5 - - - - - 36"H. 2x STUDS (PER \ RAILING 5TD. PLAN) I o o � ASE GAB \\ NET 1/16 0.5.5. BACKING = o I N W 015P O I/2" DRYWALL 42" UPPER CABINETS CALI. TOP O KITCHEN 9'-4 FLAT CLG. SCALE: 1/2" = 1'-01 ■ � ��c/ DEG i -- 5 5H. O.H.C. ■ ATTENTION IK= h1ANUF.: TRAY CLG. IN OWNER'5 ■ SUITE 15 DOWN -FRAMED OWNER'S SUITE 13'-10"x12'-10" 9'-4" TRAY CLG. ■ LV-4'FLAT CLG_ — 64" FLAT CLG. u � u LU 2 Sx6 a� OWNER'S BEARING BATH WALL i, 9' CLG. a 2-4x6.6 � o W.G. �, I CLG. � �; �` ■ OPENING SEAT TILE TEMP. GL. ENCL. TO UNDER VALVE ON 42" H. LOW WALL STAIRS = TILE B SHOWER ■ SI HANSEN DRYER - _ 50x_ F - - -IF 155H_ VENT R/S I OPT. I r_oPT. � , LWASHAR DRYER LAUN. AIR HANDLER LINES FROM 9'-4" CLG. 6 UPPER FLOOR "ON-Q" ■ v 2-84-S PANEL CLG. 8" SOFFIT 2-Sx6-8 ABOVE LINE OF SECOND ARCH FROM FLOOR ABv. `8'-m" TO 8'-8" V-4" PAD. \ ■ LAv. BARREL ARCH \ CLG. /OFROM V-m" 9'-411 — � HALF — T0 8 -8I CLG. � I � _ � � 3 �r6 Q BATH � I - INSULATE M LINE OF SECOND 8 g ♦ O FLUSH FRAME I O WALLS ■ TO FURRING 51 FLOOR ABv. J 5m GAL. INSULATE I �1 I" W.H. WALLS S1 PORCH 9'-4" PLT. HT. Q w �- - - -- - NOTE: 2x8 WALL ■ -- ALL INTERIOR PAVERS I � LU ANGLED WALLS I LJ ARE AT4'(U.N.O. ■ ----- ■ 54"x22" ATTIC ACCESS ■ ■ 1 ■ ■ HEADER SEE T.O.M. ■ 2 CAR GARAGE ELEVATION g1-41I 20>-0"x20'-0" T.O.M. G.C. VERIFY GLA55 A.F.F. INSERT FOR FRONT 9'-4" PLT. HT. 91-411 DOOR a AFF. G.G. VERIFY FOR ■ SINE OF GARAGE DOOR IN OPEN POSITION- _ - - - - - - - - ■ R-38 CEILING INSULATION G.C. VERIFY FOR r I I RADIANT BARRIER I G i ■ I 51 I ■ G.C. VERIFY FOR (TYP. \ I INJECTION MA50NRY \ I N.B. FOAM INSULATION y g ;16-0x1-0 D.H. GARAGE DOOR 1 REFER TO SHEET 2A2 ■ ♦ ■ FOR MAIN FLOOR 0 T.O.M. PLAN DIMEN51ON5 PAVER DRIVE / LEAD WALK AFF, AA 3 5TRUCTUR,4L LEGEND ft'1,4�INF-ILOOR 8" K.O. BLOCK FILLED W/(I) S BAR OVER 8" O — PRE-ENGINEERED CONCRETE LINTEL FILLED W/(1) "5 BAR, IA - 8" K.D. BLOCK FILLED WKI) w5 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(U 15 BAR, GROUTED SOLID. • o - 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) S BAR. _ 8" LINTEL5 SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WKI) "5 BAR ® - PROVIDE (4) 2x4 STUDS W/ lU 5IMP80N HTT4 CONNECTORS AT BASE. O - PROVIDE (3) 24 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. © - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ I/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 5IMP50N L5TAI5 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS, 10 - PROVIDE (3) 26 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE, ® - PROVIDE (3) 2XIm 02 5YP BEAM PER TYP. DETAILS "J/52" AND "Q/53" mmi STRUCTURAL NOTES 0 ALL LVL'5 TO BE Fb•295m P51 MIN. 41 ALL WOOD LOAD BEARING HEADERS TO BE (2) 02 SYP 2X8 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA VARIES (SEE PLAN) ATTIC co x • : LLJ n Wu a « Q • Z :- z ,., o� , • •''e �6;••••.... •• 'c/ �e` j o tB O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR C PER C55) FLAT LATEX B KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT (C INTERIOR TRIM PAINT TO BE SMOOTH FIN15H TM WHITE LATEX SEMIGLO55 CEILING SECTION SCALE: 1/2" • I'-m" TRUSSES ACCESS DETAIL SCALE: I/21I - 1' OII NOTE: C.J.: RECOMMENDED MA50NRY CONTROL JOINT. ■ INDICATES 1 "5 ♦ INDICATES 2 05 HATCHING LEGEND INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG, INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE2A1 x ro r.. CI.e. 0 *o OJ (0 coryN�' amN 1N *- `■ ` > =JM ��� L 0 0 ■■r o C o E I a O�0? zV .4------------ JOB NUMBER 28002 GAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED 19-8-9 BEWS DESIGN GROVP 150 STATE STREET EAST o1.0s�vlAlt, F7ARIDA 34677 813 . 92.5 . 1300 "f'F.i 813. 925. 1800 FAX W W W.DAVISBEWSCOM 7-AMPA • I7E,NVEIZ E5T. 1994 H �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 I HEREBY CERTIFY THAT I HAVE REVIE WED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY V 1 O \Uj a O ry Z W z O Ln la.■.l a rvoo O 0 �O c) w N 0 N J laaa- 0 LileO laaaaa 0. , • TITLE • MAIN FLOOR PLAN NOTES • SHEET • 11, W Ui- ,: ,. F . <C z ¢• .. REFER TO SHEET 2A1 FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGEALLEFT �c x ro w C U To to 0 -' N do 2N�coo) ■I. oJm ` ('0 L 6 . 0 0 ro= n 0 N C 0 LL€ rocl) L m O o +0 zG2-1 J08 NUMBER 28002 CAD FILE NAME LOT 220 ISSUED 03-09-18 REMISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 3M77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA 4PA • DEIVVER- EST. 1994 n �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. #S2683 ANDREW J. MEISHEID, P.E. #83217 ]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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V / r u O 0 Qz om O zNO Ore _c I-- O 1 2 oIntoo N 0 F- 0 J F- 1989 • TI TLE • MAIN FLOOR PLAN DIMENSIONS • SNEET� • 2A2. 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301B PER F.B.C.R. - 6TH EDITION (2011). * * * * * * * 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN,OJ + ALL STRINGERS TO BE 2.2x12 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 5IMP50N L5C HANGER • •• STRINGERS BY A WALL SHALL BE ATTACHED: A MA50NRY/CONCAWITH 1/ " DIA x 3" TAPCOLLEL TO AND DN 5AT 8'O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JGONC.), •• AT WOOD WITH (4) 0,131 x 31/2" NAILS AT EA. STUD MIN. (16" O.G. MAX) •+ IF STRINGERS ARE SUPPORTED IN THI5 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT 5UR-ACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONGJ. ATTACH FOOT TO FLOOR: +• AT GONG. W/ 1/411 DIA. x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" OG. TO TRU55/JOI5T/ OR BLOCKING BELOW. •. ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: .. JOISTS TO BE 2x8 02 5YP, MIN, AT 16" O.C. ++ IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0,131 x 31/2" R5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ++• (4) OJ31 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. •• ••• D AT ATTACH JOISTS AO LEDGERS OR BEAMS NE5IMP50N L 5226/CONCRETE HANGERS OR EQUAL.ENT + THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS, 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 36 H. CONTINUOUS GRASPABLE 3/4" PLYWD. BEAM RAILING - DECKING—\ FLOOR M / 10,0011 FLOOR SYSTEM SYSTEM / (TYP.) (b (61 2x STRINGERS — r I" NOSING (TYP.) i I LINE OF DOOR IN "' I 2x TREADS AND I I FOREGROUND Ix RISERS (TYR) 11 TREADS AT 1020" EACH STAIR SECTION SCALE: 1/4" = 141' r+� UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C., - 6TH EDITION (2011) R302.1 AND R302JI i I 2 - 4050 F.G. /2 x 2x4 i 3050 5H, HD. AT 1' gll FRAME FRAME I HO. AT T41 3050 5H, ABV. 2ND F.F. WALL WALL * EGRESS HD, AT T-8" 11 FLUSH FRAME cn TO FURRING BELOW m al BEDROOM 2 11 10' xl0'-4 C3 9'-0" FLAT CLG. (D-\ FLUSH FRAME OPEN TO TO FURRING BELOW BELOW 7 � �l `O a > � 9' 011 I- `_36"x221' -1 N CLG. L —Acc55 IC BATH 910„2 9 'Y' CLG.ED Q N � � CLG. N TEMP. 5I-PA55 ON 4" H. CURB ` = ILE y `� 42" H. 2 8x6 8 OWER RAILING LOUVER DR. r — — — I PROVIDE I PAN AND DRAIN LOFT I A.N. UNDER A.N.U. G 14 -10 x10 -6 24" H. METAL A/C 9'-0 FLAT CLG. STAND 42 H. TUB/ RAILING SHOWER , Q N S BATH 3 26x68 9'011 a � w w- 11 m BEDROOM 3 CLG. CPT. TILE 11'-0"xl1' 2" 2-46-8 9'-0" FLAT CLG. "' [7 — 2040 TEMP. 5H. 9'-011 I R/S HD, AT T-8" 2-4xb-8 CLG, R/5 A/C � I CHASE 3050 5H. HD, AT T-8" i I I I I I I I I I I G.C. VERIFY FOR RADIANT BARRIER I G.C. VERIFY FOR R-35 CEILING INSULATION I REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS i I I I I i . AA 3 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 4811 WINDOW CALL -OUTS (D 2011 V) Va F.G. 2018 F.G. 3018 F.G. 4018 Fn. w = 24" 620 F.G. 2020 F.G. 3020 F,G. 4020 F.G. J p 36" 630 5H 2O30 5H 3030 5H 4030 5H z 48" 0 640 5H 2O40 5H 3040 5H 4040 5H ~ Z 60' s 1550 5H 2O50 5H 3050 5H 4050 5H 1211 1560 5H 2O60 5H 3060 5H 4060 5H G.C, VERIFY MA50NRY OPENING5 FOR ALL WINE)OW5, W WINIDOW 5IZE5 AND IN5TALLATION MAY VARY PER OMANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCYLE5CAPED RESCUEOPENINGS SHALLH R310PER F.B.C.R - 6T011), UPPER PL.00R 6TRUGTUR,4L. L.ECxEND ® - PROVIDE (3) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. - PROVIDE (3) 2x8 STUDS W/ (U 6IMP50N HTT4 CONNECTORS AT BASE. 10 - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. II - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N LSTA12 STRAP, mmmwmmwmwi STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-n50 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) "2 5YP 2X8 UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA �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.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F$-C.R, - 6TH EDITION (2011) R3122 U.,\�( iw r \�\1Y1 Lu ' = w INC. d o .� ram` "/�t! ,'--.... • •' s01 Inc, (Ap TRUSSES BEYOND INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" - I'-01' UPPER FLOOR PLAN NOTES GARAGE LEFT x m Cf 0 10o 0 J 1` ; NI 2N c, ' =-UM 0 0D1L O O :2J ro� V ..r d` o- Co I u. 0 � N o 0-20 o • JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REWSED L , -. X_ DAVIS BEWS DESIGN GROVP 150 STATE STR.EEf EAST OUXMAR, FLORMA 34677 813 .925. 1300 TEL 813 .925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER_ .� EST.1994 r� - VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 a 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 R301OFTHE FLORIDA BUILDING CODE, RE$IDENTIALGTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY VI mm C) W 0 0 rie z fyN 0 Z/ Cn 0� I- 0 O w N o N 0Q IjIIIIIII- LL:-- 1989 • TITLE • UPPER FLOOR PLAN NOTES II 2B1 II 5TAIR NOTE5: - AR ILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HAN 15 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG R301 AND TABLE R301B PER F5,C.R. - 6TH EDITION (2011). 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR GONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) ALL STRINGERS TO BE 2-2x121`2 51 • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP60N LSC HANGER 0 5TRINGER5 RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: to AT MA50NRY/GONG, WITH 1/411 DIA x 3" TAPCON5 AT 6" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). 06 AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.G. MAX) to IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS 0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT GONG). ATTACH FOOT TO FLOOR: N AT GONG. W/ 1/411 DIA, x 3" TAPCON5 AT 12" O.G. to AT WOOD ATTACH W/ 0.131 x 31/211 NAILS AT 811 O.G, TO TRU55/JOIST/ OR BLOCKING BELOW. to ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: to JOISTS TO BE 2x8 02 SYR MIN. AT 16" O.C. of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. It IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0,131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE, to LEDGERS TO BE 2x8 WITH: of# (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. too 1/4" x 3" TAPCON5 AT 811 O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ATTACH JOISTS TO LEDGERS OR 5EAM5 WITH 6IMP50N LU626 HANGERS OR EQUAL. 4 THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 5U56TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 36" H. CONTINUOUS GRASPABLE 3/4" PLYWD. BEAM RAILING - DECKING -- FLOOR / 10201, - FLOOR SYSTEM SYSTEM / ITYPJ / $ �a�QG 2x STRINGERS I" NOSING _ I -q I (TYR) LINE OF DOOR IN 720READ5 AND I I FOREGROUND Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4 = I'•011 UNDER-5TAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F5.C.R - 6TH EDITION (2011) R302.1 AND R302.11 % 1111116111 %% �w o%11 UPPER FLOOR PLAN DIMENSIONS GARAGE �LEFT • x LO U r0 C J �O N0) N °0Nr°ii 11� 0 Lm ?=JM `` ©L"• 0 �C ~ J 7 7 O IIIIIIIIIIIIIIIIIt E 0 �0 N z��0v • JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLC)SMAR, FLORIDA 34677 813.925.1300 TEE, 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA • OEI JV �— EST.19" 111 111 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 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE'ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (n r. D V W 0 0 rto'z m 0 zV) p re ry 1 c) p� N ON 1 O Foo-to 1989 --- ---I • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. -- HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ, IN. \4:12rE—:== - - _ _ - # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. �e IACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. 4: 22 I OFF -RIDGE � f/ VENT (TYP.) I � I I I I I i I I I I 6:12 6:12 I I I I I I I I MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1126 SQ. FT. / 300 = 3.75 SQ. FT. X 144 = 540 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 270.24 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 TOTAL SOFFIT VENTILATION NEEDED 52 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I N I 1 I Q 1 i < -_.------------ I I �1 I 11 I / 6- TYP. ----------------------- ' I OVERHANG AT HIP (UN.O.) 6:12 I 6:12 I I I � � I GARAGE VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 557 SQ, FT. / 300 =1.86 SQ. FT. I X 144 = 267 SQ, IN, HALF AT UPPER 2/3 ROOF VENTS=133.68 SQ. IN. 1 I # UPPER 2/3 ROOF VENTS REQUIRED =1 -- HALF AT LOW SOFFIT / EAVE VENTS=133.68 SQ. IN. ACTUAL SOFFIT VENTILATION = 423.6 SQ. IN. AA PLT. HT, LINE OF OPT, LANAI 12 SECOND F.F. LINE T.OM, MAIN FF, LINE 1 _ ROOF PLAN, SCALE: 1/8" - I'-011 12 �] 6 12 6 2 HINGLE Q6 ROOFF� - _ PLT. HT. _ G IU STUCCO FINISH E* 12 3 z SHINGLE Q6 SECOND FF. LINE ROOF/ SEGONq F,F. LINE all T.O.M. _____ _T.OM, _ /TEXTURED /TEXTURED YV/ FIN15H � � FINISH 7 � ;l a, �l MAIN FF. LINE _ _ _ _ _ _MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" - I'-0" 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 P456AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 209O PER FB.C.R. - 6TH EDITION (2011) R3122 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H `- TEXTURED BANDING H .1 -A INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH 3/4" EDITION (2011) R103.1.1 AND ASTM C 1063, FTHICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FBC.R - 6TH EDITION (2011) R103.12 AND ASTM C $26, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 14" 6� T6 /SHINGLE ROO�7 PLT. HT. PLT. HT._ /5TUCCO F �' Q * FINISN7 F.G. a1 r 67 5ECOND FF. LINE 4� 4 SECOND FF. LINE a' T.O.M. T.O.M. _ _ �r TEXTURED FIN15H MAIN FF. LINE _ _ TEXTURED d FIN15H MAIN F.F. LINE _ GRADE LINE (ASSUMED) REAR ELEVATION. 5GALE: 4" - 1411 12 Q6 GIRDER GIRDER TRU55 ROOF TRU55ES TRUSS AT 24" O.C.6 (TYPICAL) n � o� ❑ ❑ 0 0 Zi aTORY LOFT R. jj —1�2 6 GIRDER TRUSS ROOF TRUSSES 4� VOLUME 00 00 '/ AT 24" O.C.— FLOOR SYSTEM (TYPICAL) SEAM «� BEAM CONC. LINTEL GATHERING KIT. u 2 CAR GARAGE n DININ 0 LI 0 SECTION AA SCALE: 1/5" - 1411 -11I"IVL L 16 (ASSUMED) FRONT ELEVATION SCALE: 1/4" -. I'-0" 12 SHINGLE 6 RDOF PLT. HT. 5TUCCo FINISH 12 12 6� -SHIN LE 6� '- 4" BANDING G.G. VERIFY GLA65 INSERT FOR FRONT DOOR, �Illllllf//I C)e Z. PLT. HT. _ T SHINGLE 12 ROOF SECOND F.F. LINE _ ROOF all 4 SECOND F.F. LINE OM. Z EXTURED /TEXTURED FIN15H FINI5H Il TEMP. � �l MAIN F.F. LINE _ _ - _ _ _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE (ASSUMED) 12 6� -SHINGLE ROOF/ z'-0" TEMP. �STucco FINISH � RIGHT ELEVATION TRADITIONAL ELEVATION "A" GARAGE LEFT x C U rLID to N° �0 Y/ Oo(9W .0 N T �. �JM i. ►" ) LL • 00 J � .I. O o C 00 E co" o 00 400 zL02° • JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MA& FLORIDA 34677 813 92-5 1300 TP.L. 813.925.1800 FAX WWW DAVISBEWS.COM TAMPA • DEiVER. EST. 1994- or, 62 l 1 ii 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 REVIE W ED 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 RIGHTTO MAKE ANYCHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY V / d' w T 0 0 rt,000T m 0 UO +T 0 T T 0 N 0 N J 0< T 1989 • T1 TLE • ELEVATIONS DETAILS ROOF BUILDING SECTION • SHEET �n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO IER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. I:RICANE STRAP PER )F FRAMING PLAN BRG. HGT. JM, 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 FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH L WATER PROOF CAULKING L LPER BUILDER PROVIDE SELF ADHERED' FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" F- I 1111IT7 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 R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr r WEATHER RESISTIVE BARRIER 0 P`11 SILL PLATE (SEE DETAIL B O Q FOR OPTIONS) so\ CORNER PATCH FLASHING v 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 fSBARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE (ASSEMBLED WINDOW) FLASHIN 2 1 FLASHING � 2 r' r 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 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 x 4 to C r0 J0�0 0 Jc')N j cm 1 0c 0r" �r y��M ` }�JN QQLLM 0 0 .0 6=C0 LL Y Oi E to ;: cy J ,-m `000 z lot • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, MOMA 3*77 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DF NP E EST.1994 MIIIIMII�q.� 1 • TITLE • FLASHING DETAILS • SHEET* • 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 oo SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE ° / / SELF -ADHERED / FLASHING r NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING j wwz WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF ---- JOISTS UNDER DECKING (SEE DETAIL WP07) r, �— DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING S�U_B_FLLOO/OR 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 ADHESIVE ASPHALT 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 �"' k ^" LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, _ (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) r � , SELF -ADHERED w 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 ASPHALT SEALANT: jj� CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAR-- OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FI SPECIFICATIONS T° S ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP j CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I 6 1 BY PLAN LOCATIONS) _ AT ENTRY SHINGLE OVER >J . FLASHING W/ T/ DIVERTER M FLASHING DRIP EDGE FASCIA :,'% ':,:.' FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH .` . a ; .` a` 3 3'` a.� a .:. ro,•° .` : HOLD EXTERIOR 1. a`r`` FINISH 2" ABOVE �` '� : , ;� ;` , >`, :: ROOF. o:r� 3.` a.� a.� ?` ` ? ?•` ° FLASHING t", A "n, en CAULKING . e. e e '•".:'ti !;J� '!'4!'t'Yl.�! .'ti .�: •'if:'. tJ i•; FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER 6 00 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CONT. GALV. 't FLASHING PER f / MANUFACTURE: SPECIFICATION; \ OVER ROOF - ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT RING 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 GE 0 CONTRACT HOOF DEOK METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT �Fq Tq OC,QOS S,O ROOF EAVES OE�pp O �M�N� pP TYPICAL ROOF TO q,�� oo�Poo� 2 5 �Rs� ,,NaER� WALL FLASHING DETAIL ggIx 0 y1N pqN rlo 00 c,0\0grc \ gE DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ENO \ST GO f .� RAKE METAL DRIP EDGE 22 1 TO BE OVER 5' EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT j SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE-� FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR r 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 )UBLE JOIST :AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER. 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 ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • x w 100 J0100 OJ M 0) Y, .20m� >,J04 L. a 01L . 00 V0-ON rrw 6= 0 0 —i CO ro� c—.-0 �0 *+ 000 zN° JOB NUMBER 27002, 000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED ............ DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, f•LORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V WW.DAVISBEW&COM TAMPA • DEN\/ER. EST. 1994 • TI TLE� • FLASHING DETAILS II F L2 II W.P. GRI, FOR- T.U.G. SERVICE FLOOD LIGHT W/ MOTION AND SWITCH COACH LIGHT �\ `� COACH LIGHT FTTT� W.P. A/C (_ GF.I, DISCOID LIGHTS ELECTfRICAL <E"r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET K)EF.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-6WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH -t4 FOUR-WAY SWITCH ID 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 f� EXHAUST FAN iQ EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIMAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR sp SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COM50 DETECTOR (ARC -FAULT) I Q TELEPHONE (OPTIONAL) TELEVISION (OPTIMAL) THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING PAN V J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-NTEMPTERS (G.F.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE66 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLET$. .... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 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, PARLOR$, LIBRARIES, DENS, 6UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLE$ PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.PA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM6 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP. 14 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER NEATER « +8 COPPER TO RANGE 4 COPPER TO 516 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. MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT x w U ro 0 h ,� Jco N' Ih N MM 0N`, �� Q'i Gl N ' o 0JM L ` m�. 00 J O 00 �E 3 LLr�rn � �},N 4+ 0 .. m L.W ON z° ' v • JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED DAVISEWS D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST ©LDSMAR, fLO1t1DA 39677 813. 925.1300 TEL $13.925.1800 FAX W W W.DAVISBEWS.COM `I"AMPA • L7E�IVER. FST. 1994 �s-- 1989 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET •4A )RIZ XE-UP 5HTS G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED ELEC fRICAL <*'� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Owa WEATHERPROOF DUPLEX OUTLET KN.Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET K;)-- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) sn SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT RM ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\Ul> ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR. SWITCHES.... 42" OUTLET$ ....1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVI6ION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS; UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 40b.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL DE GF.C.I. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.5.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL-FUEL-51,1WING 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. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN.14B GARAGE LEFT x 0 C Nro 0 � ° N� h 2 r NN�C �d r �.. >;Jccom °af)L 66 00 ro= h 0 L 0%C© rL = 0'� c'l .0 0*0 6.00-20 h y� Z r v JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR„ FLOWDA 346'T7 813.925.1300 TEL 813.925.1800 w CD W O 0 o�C z O zV) p c� 0 I rfoo N 0 N J la— >_ J FAam Nr laaaaaa X 1989 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • • SHEET • ROOF TRUSSES - FLOOR TRUSSES FRAMING FASTENER CAPACITY' LEGEND �'r�6"•�''• • • •SG'�©`� O 51MPSON MT51116, 20 - (1) IOd w/ (4)1/4" x 21/4" TITEN (TYP. (:D 6IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A,5,+ (16)10d FRAME TO MASONRY) EMBED A.B. INTO MA50NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN ��� 1 SIMPSON 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) O2 51MP50N META18-40 - (8)10d x 1-1/2" (TYP. FRAME TO MASONRY) 12 51MP50N HIOA - (I8)10d X 11/2" (TYP. 5YP FRAME) O SIMPSON M5TAM24 - (9) IOd w/ (5)1/4" x 2114" TITEN (TYP. FRAME TO MASONRY) 13 51MP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ® 51MP50N LTT205 - (10)-10d + 1/2" x 10'' A,B (TYP. FRAME TO ALL-AROUND) MA5/FRM ALL-AROUND) I 51MPSON L5TAI8 - (14)10d (TYP. FRAME TO FRAME) 0 51MP60N HETA20 - (9)-106 x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) 15 51MP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO 6 O SIMP50N HTT4 - (1) 5/8" dia. A.B. + I8-16d BOLT IN 51MP50N FRAME ALL-AROUND) 5ET-XP EPDXY, EMBED A.B. 5" (MIN.) INTO CONCRETE (TYP. 16, 61MP50N LSTA30 - (22)106 (TYP. FRAME TO FRAME ALL-AROUND) 5YP FRAME TO CONCRETE) 51MP50N HTT4 - (1) 5/8" DIA. ATR + (18)16D. EMBED A.B, INTO 1 (2) 51MP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP, 5YP FRAME TO MASONRY K.O. BLOCK 1" (MIN) INTO MASONRY K.O. BLOCK WITH FRAME) 51MP50N 5ET-XP EPDXY, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP50N HT520 - (24)10d 11/2' AT EA. STRAP ITYP. 5YP FRAME ® 51MP50N HTT4 - (1) 5/8" DIA. AIR + (18)161). EMBED A.B, INTO TO FRAME) MA50NRY K.O. BLOCK 12" (MIN) INTO MA50NRY K.O, BLOCK WITH 19 SIMP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 51MP60N 5ET-XP EPDXY. (TYP. 5YP FRAME TO MASONRY) O 51MP50N MGT - (1) 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) 20 (3) 51MP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP: 5.Y.P. FRAME INTO MASONRY K.O. BLOCK WITH SIMPSON 5ET-XP EPDXY. (TYP TO FRAME) 2-PLY TRU55 HEEL TO MASONRY) 21 (4) 51MP50N HT520 - (24)10d 11/2" AT EA, STRAP (TYP. 5YP FRAME 51MP50N LGT3-5D5 2.5 (12)1/4" x 3" 5D5 AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. 22 SEE GABLE END DETAIL ENGINEER DETAIL PAGES FOR 3-PLY TRU55 HEEL MASONRY) ® 51MP50N M5TAM 36 - (4)1/4" x 21/4" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME 51MP50N HTTSKT - (1) 5/81' DIA. A.B.+ 26.5D 10" x 2 1/2" BOLT IN 24 51MP50N HT5MIb - (8)10d x 1 1/21' w/ (4)1/4" x 21/4" TITEN 2 (TYP. 5YP 51MP50N 5ET-XP EPDXY. EMBED A.5. 5" (MIN) INTO CONCRETE (TYP. FRAME TO MA50NRY ALL-AROUND) 5YP FRAME TO CONCRETE) 25 51MP50N M5TGM40 W/ (14)-16d SINKERS AND (10)1/4" x 21/4" TITEN 2 10 51MP50N HGT-2 (2 ply member)-(2) 3/4" DIA, A.B. + 16-10d EMBED SCREWS A.B. INTO MA60NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN SIMPSON O SIMPSON M5TGM60 W/ (20)-16d SINKERS AND (14)1/4" x 21/4" TITEN 2 26 5ET-XP EPDXY, (TYP 5.Y.P. FRAME TO MASONRY) 5CREW5 NOTES: 1, TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 51MP50N STRONG -TIE CATALOG l0 G 2011), AND ARE PROVIDED FOR REFERENCE, SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPO5E5 ONLY: TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REG15TERED PROFE85IONAL ENGINEER TRU55 DE51GN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTPERW15E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 (AT EACH R W/ (8)10d x 1-112" (UN.O.) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 51MP50N HETA20 (32" O.C. M X.) W/ 9 10d x 1-1/2" (++SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED##) (U,ND.) 3, ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON HIOA W/ (18)10d x 1-1/2" OR 51MP50N HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UND.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMPSON M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR L_EIDGER& (THE FOLLOWING: SHALL A -FLY UN.0d LEDGER A (LA) - 2x4 PT W/ 114" DIA, x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD Oro" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS I5 A REQUIRED TERMINATION FOR THE SHEATHINGS DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS BISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/5" DIA. x 8" A.B, AT 12" O.C. STAGGERED W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) 51MP50N 5D62E,600 SCREWS AT EA, STUD (1(o" O,C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/6" DIA, x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL), LEDGER F (LF) - 2x8 PT W/ 5/8" DIA, x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT 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 SISTERED TO THE WALL 1S NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.), LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD625600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA, TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE- AT LEQC4ER6 C OR D HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. 101516 TRADITIONAL ELEVATION "A" W/ LANAI TRUSS STRAPPING PLANS GARAGE LEFT x C LID U '' o 0 -j N' 0 ti rn N m�� L >=jm L L °�U=• 00 °J.Or, LL L N r ohm �� NN Z G 't JOB NUMBER 28002 • CAD FILE NAME LOT 220 ISSUED 03-09-18 REVISED 0 1989a Davis BEws DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR.IDA 39677 813.925.1300 TEL. E313 . �'2.°5 . 1800 FAX W W W.DAVISBEWS.COM TA7VLPA • DENVER. EST.1�40 11 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CO A 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 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 J I.. 0 1— uj O O c� z O z cn MOO r O c N 0 N J o< • TITLE � • TRUSS STRAPPING PLANTR • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 1/5" 5TUCGO OVER 7/16" 055AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL) A5 PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCT5 SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION5 FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 8 45 SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS, ENGINEER OF RECORD HA5 NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'5 COMPONENTS e TH15 TIME 8 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW, CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE M05T REGENT TPI CRITERIA. TRU55E5 TO BE HANDLED 4 INSTALLED USING M06T RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T RECENT 5C51 RECOMMENDATION5 UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD C,45E5, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 5PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECA5T CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRE-5TRE55ED CONCRETE COMPONENT5 15 ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUF4CTURER'5 SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 8 PLACED BASED ON THE DE51GN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF C45TCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED, MANUFACTURED 1 RODUCT5: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOOR5, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY, • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 8 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S 5PECIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 8 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELL5 ARE TO BE FRAMED e 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH AL50 ACT A5 GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENT5 ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE A55ENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "5Y5TEM" 15 NOT BEING U5ED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 40" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/J015T/5EAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION ((o) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "515TERED" STUD INTO THE VERTICAL WEB COMPONENT, •• AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE .GUARDRAIL 15 PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF 51MP60N 6D525(oOO SCREWS 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 7/16" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMP5CN 5P •• IF GUARDRAIL/KNEEHWALL TERMINATE5 AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND 5HALL BE NAILED WITH (�o) 0,131 X 3-1/2'' NAILS 5TAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0,131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL •• ALLNGE6 OF KNEEWALLS THAT ALSO FORMTION AT THE NGUARDRWALLAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2'' TOE NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "6Y5TEM5" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF TIH16 PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 & 2 STORY 140ME5 W/O (HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 8 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOME5 W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING 5PACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 8 LANAI CEILINGS TO BE 7/S" STUCCO OVER 15/32'' 085, ROOFING e FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: 0• MI 7 O AN QUA CO O51ON 515TANC Y COATING, NAILS SHALL BECORR0510N-RESISTANT NALIS CONFORMING TO A5TM F166 R EQUAL RR RE E B ELECTRO GALVANIZATION, MECHANOGAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITALE CORROSION RE515TANT MATERIAL, OR CORROSION RESISTANCE 5HALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL & STICK) INSTALLED PER MANUFACTURE 5PEC5 . FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 8 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECT I ON5. BRICK, & STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT 5PANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X(o"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" 51MP5ON TITEN HD ANCHORS e 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER 5.1.4. 8 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS S 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 8 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES 5UPPORT5, AESTHETIC FINISHES 5HALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/45CE 5 45 APPLICABLE. • N I FO M TION A5 ICK/STONE SIGN 15 Y OTHERS. VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/5T0 E INSTALLATION N R A BR DE B • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, B LIMIT DEFLECTION TO 1-/600 IN THESE FUFOR SRPESFBEIP�R • ONDATIONHAVBEENZD FOR TADDITIONAL DEAD LOAD DUE TO 5RICK✓5TONE. • BRICK/STONE 8 ITS 5UPPORT EXCEPT AS NOTED 18 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 8 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTE:5 ABOVE PERTAIN TO CLAY BRICK MA50NRY & NATURAL STONE, 51MULATED PRODUCT5 4 VENEER5 SHALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMGI/DADE NON. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.1, FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY 5TRUCTURF-5 (THIS 402/4CI 530/46CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-�). 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 TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -1 PSF FOR SHINGLE OR METAL 20 P5F 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 PSF 2.4. FIN15H MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 45 PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LE55 GYPSUM MATERIAL. NON-5TANDARD LOADS WOULD INCLUDE PLA TER OR TI LE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4, CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS, 4.2. CONCRETE 8 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 0 2& DAY5 (U.N.O.). 4.3. REINFORCEMENT RE15AR5 A5TM 4015 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF A5TM 4105) or FIBER MESH PER ASTM C1116 TYPE 111 4,13, USE 0.1510 BY VOLUME MINIMUM (1.5 L55 / CU YD). 4.5. LAP SPLICES $ HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE5TON, VIRGINIA: EXCEPT 45 MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH 15 THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C47(o. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5,3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M ORS GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3, REINFORCEMENT, PRE -STRESSED TENDONS, $ METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE, 5.3.6. COATING FOR CORROSION PROTECTION I5 NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.5. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE_ 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TM5 402/4CI 530/45CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/5'7, AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6:3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED s BEAM OR GIRDER TRU55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y,P. *2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 6 16"' O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-O 6 MID -HEIGHT, B SHEATHING JOINT. BRACE GABLE END WALLS 6 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL. BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRE65URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-5�1 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EOUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APIPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR 5HEATHIING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, -1/16 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. 6.6.2, WALL: -I/16" MIN. THICK SUPPORTED OVER 24'' MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TIDE, MARBLE, ETC„ SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 61 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.a ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY 51MP50N STRONG TIE CO., USP, OR EQUIVALENT. ALL. NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6,9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C61 RECOMMENDATIONS 4 SHALL BE UTILIZED A5 THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6,10 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 -1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2'' DIA. x 10'' A.B.24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD525600 e 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 5IMP50N HT516 OR TO BLOCKING ABOVE 6 24'' O.C. A5 PER DETAIL 'F'/52. 5L0C<NG DEFINED (THE O O ING 5HALL PLY U.N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIOUE:' + BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (5) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRUSS WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRU55 (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 FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOGKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN51FERRIN6 UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW 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 5TRAPPING, BRACING, AND SUPPORT, U.N.O. 4TION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UN.O.) FOLLOWING Y .O. IxACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE WOOD FRAMING. IF 2x - ATTACH TO 2x FANCHOR6 SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY ACH TO MASONRY w/ 1/4" x 3" MA50NRY O.G. w/ MAX. 6" FROM END OF BUCKALL 5HALL NAVE A MINIMUM EMBEDMENT DF 5"12" 2x WINDOW BUCK ATTACHMENT.) • 1/2" DIA.A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL LIMITATION5 (THE FOLLOWING PPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 7" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET • VORTEX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 NFLORIDA15DEGREE BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT HOOK THEY DO NOT APPLY TO ANY OTHER ANCHORAGE - I RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE, SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE.N%%%� AND/OR DRAFTING CRITERIA N.E. - DIMENSIONS, NOTATION TO USE SAME. �,.• AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY ,` DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY :' OF THE DESIGNER. 'w • MENNEN 5PECIFICATION FOR LANDING5 4 5TAIR GONSTRUCTION ;,�'••.• (THE FOLLOWING SHALL APPLY U.N.O.) ��i/��b• • ALL STRINGERS TO BE 2-2X12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMP50N L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/GONG. WITH a" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• WOOD WITH (4) 0.131 X 3"" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• 6 CONC. W/ 4" DIA. X 3" TAPCON5 S 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 32'" NAILS AT 8" O.C. TO TRU55/JOIST/ OR BLOCKING BELOW. as ATTACH STRINGER TO FOOT WITH (2) 0.131X321" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• J015T5 TO BE 2X8 #2 SYP, MIN, 6 16" D.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X312" R.S. END NAILS AT EACH LANDING JOIST, d TOE FROM EACH JOIST TO KNEEWALL TOP PLATE. 2NAILSWITH: •• LEDGERS TO ••• (4) 0.131X321" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• 4" X 3" TAPCON5 -@ 8" O.C. STAGGERED -S MASONRY/CONCRETE ATTACHMENT, •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL 5YSTEM6 MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION R312. CONFLICT5 (THE FOLLOWING 5HALL APPLY U.N.0,2 ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS 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 SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'5 SPECIFICATIONS, THE INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MOST STRINGENT CRITERIA 5HALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL COMPONENTS AND CLADDING (ULTIMATE) CONTROL. ROOF @ 10 SQFT + 28 6 /- 117.1 PSF D 15G2 g IMER @ 20 SQFT + 26.5 /- 109.1 PSF (THE FOLLOWING PPLY UN.O.) Q 50 SQFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 IN THE @ 100 SQFT + 20.2 /- 91.8 PSF FIELD AND REPORT ANY D15GREPANCIE5 TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. WALL © 10 SQFT + 49.7/- 66.7 PSF ANY CHANGE5 TO THESE PLANS, REGARDLE55 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 PL.AN5 @ 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3 /- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 10' WIDTH + 43.6 /- 48.9 PSF SPECIFICATIONS ACCOMPANY THE5E 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 DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY AORK. 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, RE6ARDLE55 OF HOW MINOR, WITHOUT ARITTEN 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, LLG. HARMLF-59 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 a p Q Lu p !-zQZ wOv>C7w I.IJ c W pwLLO S�".Zzm WmwE Qaa 3oEa W°Ex d t3 a ,WZ jLLMa zC7u0o fV cn M �� xlxazzW -' 0 0 �o w�oa4F LL tLu u J � zw WQ © wwW� w U- ua�,J uj z G,1 z- W N V I f, Z Waap LL'W2OiCF �LLJw wQa=' a UJ p a J O (a H Ln LLj Z_ � m n- cn 06 N 4 d Ln _j tD �M W N a Itt O � In 00 C9 z u- n Q Y W Z m 0 cc W Z In CL O 4 O > LO � r u_ oc,• 0 Lu 0 DATE 03-00-10 SCALE NOTED DRAWN MK/PDK JOB content: Structural Notes 5heet number: IN 1 142-21.5 FLOOR ' TRUSS BRG. 1/2" DIA. x S" TITEN HD a 45" O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR >=xCEPTIO 5) 12 (TYP.) 5EE ELEV. PRE- ENGINEERED WOOD TRUSSES -a 24" O/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) 5IMP60N 5P2 s EA.5TUD 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING 5.PP. TOP PLATE 2X4 PT STUDS -s 16" O.C. OR CRICKET A5 (1)2X4 PT STUD 16 24" O.C. REQUIRED UNDER COMMON TRUSS WK2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 = SIMPSON SPl S EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" AB ,@ 24'' O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 EA.STUD MOISTURE BARRIER 8"X8"Xlro" K.O, BLOCK W/1 #5 CON . A :4 (1)05 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK - d\ r! \ 77 4. zz t4. 4 ,.d ..) %0*43=-22--I1//22'"IL II d a nB n LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE I14II I1511 IIGH 11DO �IAII 1I5II 1V•II IIDII 03 11/8 41/2 1 15 21/4" 41/2 91/4 Ib "4 21/2 6 91/2 20 3" 6 12 1/2 21 #5 3 1/8 1.5 11 3/4 25 3 3/4" 1.5 15 1/2 26 N6 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 *1 4 3/8 105 16 1/2 35 5 1/4" 10.5 21 3/4 53 S" 12 24 3/4 14 9" 13.5 28 95 HATCHING L (3EN[) NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above MasonryWall Detail NOT FOR USE IN THE HVH (DADS, BROWARD) (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPHS S 1 SCALE:NTS INTO DBL UPLIFT) CONNECTORS IN LIEU OF 70P PLATE 5PH4 CONNECTORS SHOWN. TRU55 BRG. FOR WALLS LARGER THAN Rebar La Embedment &Hook Schedule SEE PLAN 2x8, USE SIMPSON SPl'5 ON I ' EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO $ SCALE: NTS NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION REGARDLESS 5P2'5 ON EACH SIDE OF INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. 'E VERT. WALL NOTE: WALL TO TOP PLATE w/ U.N.O. REINF, GROUT "AT 2x6 WALLS USE SPHS SHOWN ON 2x6 P.T. JAMB (SEE PLAN FOR PLANS, WALLS SIMPSON SPH4 w/ CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR i ° NOTE: (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN. ADDITIONAL STRAPPING ° NOTWITHSTANDING MANUFACTURER'5 CONNECTORS IN USE Ha STUDS � lro" O/C ROOF TRUSSES a COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 FOR SCHEDULE) 5PH4 CONNECTORS SHOWN. DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE D5L. TOP PLATE (1) SIMPSON 5PH4 W/(12) 10d FOR WALLS LARGER THAN INDIRECTLY HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN, __.._._.._.- MA50NRY/CONCRETE w/ 1/2" DIA. x ,5 COMMON NAILS EA. STUD 2x8, USE 5IMP50N 5P1'5 ON e GARAGE 70 ARE TO BE INSULATE PER STUDS 6 lb" O/C . A.B. AT 24" O.C. STARTING 9 MAX. 1/2" GYP'. BOARD I/2" GYP. BOARD EACH SIDE OF STUD TO HOUSE WALLS, BUILT AS TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS INSULATE PER BEARING WALL CALCS/SPECS 1/2 DIA. x 8 TITEN HD 24 FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK BOTTOM PLATE 4 SIMPSON CALCS/SPEC& O.C. FOR A MAX. UPLIFT OF 5P2'5 ON EACH 51DE OF W/UPLIFT 1500 L55. ON EACH TRUSS SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 01 STUDS 6 lro"O.G• STUp TO TOP PLATE&. (U 51MP50N 5PH4 (5EE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" I/2" DIA U.N.O." w/ 12-106 NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 0 2'-0" INSULATION OR PER ENERGY STUD (STRAP OR EXCEPTIONS) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./SPECS PT BOTTOM PLATE NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FNp FLR PLN FOR W/ROOF UPLIFT) PT BOTTOM PLATE $-� SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT 50LE PLATE OL 0 -0 DBL 5YP TOP PLATE (1) SIMPSON 5PH4 WK12) 106 ° - - 4"GONG. SLAB, SEE COMMON NAILS EA. STUD FOR WOOD FRAME WALL TO FOUND. PLAN FOR FOOTING SEE FOOTING SEE _ - - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. FOUNDATION PLAN FOR ' 1 =1 I I=� 11=-� 51ZE5 4 MORE INFO. FOR SIZES 4 MORE OCCUR 'a A LINTEL USE 1/2" x fill _ 5P4 TOP EL V 0'-0" TOP OF SLAB INFO. THREADED ROD SET IN - �- Load Brn Interior Stud Part. Detail 51MP&DN SET EPDXY. Q ,. or Stud Part. Detail - - -- - _ - - 9 SEE FOUND. PLAN S-1 With Uplift SCALE: NTS UI FOOTING SEE Y SCALE: NTS 2 X S.Y.P. STUDS a Ib" D.G. -U.N.D. ° w LOAD BEARING OR 0 S©E5D8 MORE iJFOFOR ` . . a OCEAN COMPACTED SOIL. SHINGLE / TILE ROOF - SEE ELEVATIO75EA5 PRE ENGINEERED WD EXTERIOR WALL 2 X STUD (95io MODIFIED PROCTOR PER ASTM D1557) PAGES FOR MORE INFO. FASTENING TO MANUFACTURERS SPECIFICATIONS TRUSS, � 24 O.C. 12 RPER 5EE "J° 8 C. M. U. U Cara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR Q TIME OF (TYP) ELEV. R-38 INSULATION OR PER ENERGY CALC5. 10" x 1/2" DIA BOLTS 4 WASHERS :4 1" X P.T.STUD $-' W/ Uplift SCALE: NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) r5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBGR S05.1.1 META20 UNLE55 NOTED OTHERWISE SEE CENTERED ON WALL FOR EXTERIOR N CELL TRUSS SHEET FOR MORE INFO. BRNG. OR GARAGE 1/2" DIA x roll BRNG WALL rY TITEN HD TRU55 (4) led NAIL5 INTO ELEVATION VARIES DBL TOP PLATE BRG, TOP OF MASONRY TITEN HD 45" O.C. IF 2 X P.T. PLATE SEE PLAN SOF'FIT/FA&CIA LE55 THAN 5'-0" WALL IS INTERIOR 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 a'. ; EXTERIOR FINISH 1/2" GYP. BOARD TYP. SEE NOTE ON N-I PAGE FOR GARAGE ELEVATION PAGES FOR 5OFFIT/FASCIA DETAIL WITH UPLIFT. ° . l&EE ELEVATION&) SECURE PLATE W/ loll 1/2 1/2" GYP. BOARD APPLICATION VARIES SEE ROOF PLAN o-.�,- -� -'-p-" e p. ° �. -.- - a GRAPE DIA. IIJII BOLTS e WASHERS 6 4'-0" O.C. Ix2 PT NAILER -8"x8" K.O. CMU BOND 5M, w/ 1 - *5 BAR (1) &IMPBON SPH4 . a • p ° T Imo_= (MAX.) CENTERED ON WALL. (REFER TO FND 4 II 2X S.Y.P. I STUDS � 16 O.C. 1/2" DRYWALL CONT. (MIN LAP = 25") GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. TYP. ° a p., ', ; ; * ° .;: ° ° ,. o ° I — ---- _ FLR PLN FOR WALL THICKNESS) INSULATION OR PER ENERGY o o° - ° - VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL a WINDOW OPENINGS SEE FLR PLN ' °' — CONT. 2X PT SOLE PLATE EMBED ACI 5TD. NOOK FOR LINTEL SCHEDULE FOOTING SEE °° , °' ,' .e. _ _— 411CONC. SLAB, IN BOND BM. #5 BAR FOUNDATION PLAN FOR _ _ I SEE FOUND. PLAN PRECAST CONC SILL SIZES 4 MORE INFO. — _ _ — _ _ —_ —I 1 FOR MORE INFO. EL V 0 -0 TOP OF SLAB CURTAIN NAILER PT _I I-1 I _ ,.., - Ix4 6 WINDOWS 4 S.G.D. #5 BAR VERT. WALL REINF. CONT. I—Iil1 NOTE: Q ...:4.. ; .:: '.. , - - - - -- °-..� i ,'..:: , : .'.....:., „ .;' •; .,�� TO BOND BEAM. EMBED ACI 5TD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS 4 ` ' ,_. WINDOW W/ SCREEN HOOK. BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE .'.. '' SEE FOUND. PLAN (WHERE APPLICABLE) & SOLID, ELL L 2x8, USE. SIMPSON 6P15 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP60N 5P2 5 ON Lu FOUNDATION PLAN �, EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE Ix2 PT FIR STRIP I1 24" O.C. VxIb"' C.M.U. PER A5TM C-90 (TYP.) FM=1900 P.S.I. (MIN.) W/ TYPE M OR INFO. GLEAN 4 COMPACTED SOIL. (9590 MODIFIED PROCTOR PER ASTM p1557) S MORTAR PER AB7M C-2I0 Ix4 PT BASE NAILER INSUL. PER CALC5. 4 SPECS 4"GONG, SLAB. SEE FOUND. PLAN ELEV. 0'-0" TOP OF SLAB FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, 5/8" GEMENTITIOUS FINISH PER Tvaical Ext. Masonry Wall Section F5CR 103.1.2 CMU WALL -SEE PLAN 4 SCHEDULE E SCALE: NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/�/ 3/8" -VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) EXPOSED FACE 71 E Example CMU Wall Control Joint Detail S-1 SCALE: N.T.S. NOTE. SEE N-I FOR ADDITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK COURSES K Garage Wall Section Brn Wall S`1 W/O Uplift SCALE:NTS 2X STUDS 6 1/2" GYP. BOARD 24"D.C. SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS el PER ENERGY 48" O.C. OR EQUAL CALC5./SPECS CONT. 2X PT 50LE MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x 6" EMBEDMENT 5IMP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 40" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 45" O.C. IF RESISTING GRAVITY LOADS ,Wood Frame To Masonry Attachment Detail IFBrng Wall Only SCALE: NTS 411GONG. SLAB. SEE PLATE FOUND, PLAN FOR MORE INFO. EL V 0'-0" TOP OF SLAB SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. 51ZE5 4 MORE INFO. (S5% MODIFIED PROCTOR PER 45TM D1551) M Garage Wall Section Non-Brn . $-�l SCALE: NTS 10" MIN. K.O. CMU BOND BEAM EMBED ACI STD. HOOK IN ° BOND BM. 05 BAR VERTICAL WALL REINF. }: GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. e .+ CLEAN OUT EMBED ACI1.14 _J, 0'-0" FINISHED STD. HOOK IN Jq` FLOOR FOOTING FOOTING SEE FOUNDATION J ° PLAN FOR 51ZE5 4 MORE INFO. 4 ;a, � q �Masonry Wall Reinforced Cell Detail r, ► 'q1. '4 •1 EMBED ACI 5TD. HOOK IN BOND BM. :. 8x8 K.O. CUM BOND BEAM w/ 1- 15 BAR CONT, PRE-ENGINEERED GONG. LINTEL w/ 1- #5 BAR CONT, S BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS q I5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI GLEAN OUT 5TD. HOOK IN FOOTING 0'-0" FINISHED J • ...a FLDDR ` FOOTING SEE FOUNDATION PLAN 4 FOR 51ZE5 4 MORE INFO. •qa Jq • 4 4 .b. •4 ° 4 wCL �g} LL K.O. CMU BOND BEAM in 0- Lanai/Entry Detail $5 BAR TRANSITION q STEEL ACI 5TD. HOOK (TYP) " A. 7. rp--�Masonry Transition Detail $-� SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF z USE 51MP&ON 5EI HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDN 5" SIMPSON SET EPDXY EXISTING MASONf BOND BEAM OR SLAB SCALE: NTS #5 BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) NOTE: • M1551NG DOWELS: WHERE FOOTING DOWEL5 ARE PLACE[) INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 6O 05 BAR, INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 5IMP60N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRU55 ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON HT5MI6, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail $-� SCALE: NTS TOP TIE BEAM - 05 VERT. CORNER CELL FILLED W/ an N L*5 LAP I--CONT. S 25" LAP -j R Corner Continuity Detail $-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTINC? ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LL.C., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERNG, LL ,, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LL.0 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 ain w z�n0 x zZ W0vaicW7w. Lw CC Lu Qw°o *h w m W H h p 0 a C. ujuO�w V ZZL_ WjZ $z N eI\�Wn aa 00 4052)0=z cr- ZZ V1 7 ' �9zax,.holZ7"�- Na I r Q WzWw �Q�o ww0 u- aco O w2i0 0 LU ZZi3UJLn� LL Z zz ujKCL9 W¢a—PLLWW� w _ mm a�m< N _ L ° a m tD U Ln Lu M Z N M N d M �. � Lii ¢ .J 'J tD �� Z 2 Ln W o d 00 a *k Z�LL(ri0 u 1 r-1 V ~ � -� LL x Q UJ (^ z ill a a o~G C > , 0 U) �r 0 �U Lu DATE 2>3-P%8-lei SCALE NOTED DRAWN MK/P/OK JOB — Sheet content: Structural Details Sheet number: 51 L)UXI-II=K Kvvr !:5i I KU= I-IANUr, 51MP50N MT512 e EACH TRU55 2X12 WITH RADIU5 CUT TO DESIRED PROFILE. 2X BUCK5 ATTACHED W/ 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS e 12" O.C. WITH MAX. 6" FROM END OF MEMBER e MAS. TYP. LOAD BEARING WALL CONST. .5IMP50N MT518 OPENINGS. 211x4" s 16" O:C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS USE 51MP60N 6P2 a STUD TO TOP PLATE, SPI STUD TO 2X MEMBERS ATTACHED BOTTOM PLATE, OR EQUALS. PROVIDE 5IMP50N MT512 AT W/51MP5ON A35 WHERE NEEDED TO MEET BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) MANUFACTURER'S ATTACHMENT POINT ROOF TRUSS BY REQUIREMENTS. ROOF TRU55 MANUF. TYP. 2"x4" BLOCKING AT 24" O.C. BELOW 51DE WALLS BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 IF IX THEN ATTACH OR EQUAL AT EACH END TYP. WINDOW THROUGH 2--Z BUCK TO CMU/ WOOD 6IMP50N LSTA12 AT EACH STUD TO FRAMING, IF 2X THEN BLOCKING, ATTACH TO 2X BUCK. 2-2"x4" BLOCKING WITH 4-16D171 ----^--GOM TOENAILS a EACH END 'a END WALL TYP. LOAD BRG WALL 21Ix4" e 16" O.G. (5GL e BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. •••■� SHINGLE / TILE ROOF 12 PRE ENGINEERED WE) TRU55 a 24" O.G. EACH TN 65 EACH TRU55 PLTJ w/ 1/4"x 3" TAPCON5 a 12"X - SEE ELEVATION PAGES FOR MORE SEE (TYP) ELEV. FROM END OF BUCK. INFO, FASTENING TO BE AS PER INSULATION PER ENERGY CALC5. SIMPSON L5TA12 a EACH STUD OR EQUIV. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) MANUFACTURERS 5PECIFICATION5. 2-2"x4" BLOCKING WITH 4-111 CONTRACTOR TO HURRICANE ANCHOR ,@ EACH TRU65 SEE COM TOENAILS a EACH END PROVIDE MANUF. TRU55 SHEET FOR MORE INFO, DOCUMENTATION TO INSPECTOR a TIME OF 000 ELEVATION VARIES INSPECTION. IF 2x8 PT VERTICAL (ARV) e WALL TO BE ATTACHED F I- X 5IMP50N A35 e ALL 2X TO 2X CONNECTION POINTS. r� WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X 5UCK5 TO BE ATTACHED TO CMU PER 5PEC5 GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 5IMP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT e TOP/6IDE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS e CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK e EACH 51DE TO EDGES OF OPENING. ALL TAPCONS TO HAVE MIN. 1-114" EMBEDMENT, 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N 5P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O,' LINTEL. SEE INSTALL 1/2 X 6 10" x 1/2" DIA. "J" 1116" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT a 24" O.G. PER SCHEDULE, MIN. 16d e 6" O.C. FOR MORE INFO. I/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET ot1111 111 PER SCHEDULE "O" 114"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY a 2'-0" MASONRY SCREW "TYPICAL AT TRUSS e 16 O.C. CONT. TO INSUL. PER CALC5. 4 SPECS O.G. (MAX) :�, .••• 4 GONG SLAB 2X PT 50LE PLATE POCKET e 8" O.C. ALL LOAD TOP CORD (3) 0.131 x 3 1/2° CENTERED ON SEE FND. PLAN SLIDING COMMON e TRUSS CHORDS �: Qi�� BEARING 5YP. WALL. U. DOOR, PRECAST 0,131 x 3 1/2" COMPONENTS 01 CMU WALL -SEE 2x PT = � ;z o CONCRETE e 4" O.C. GRADE SHALL g Structural Kneewall FLOOR OO RE INFO.PLAN N FOR BBLOTTTOM , LU o Q ELEV 0'-0" TOP OF SLAB LINTEL, SEE BE USED FOR NOTE: 2x8 PT MIN. $-2 SCALE: NTS FOOTING SEE FLOOR PLAN POCKET 2x4: FOR 2x VERTICAL e WALL TO v •� z �? FOR MORE INFO. BE ATTACHED WITH FOUNDATION PLAN SLIDING DEPTHS FOR SIZES 4 MORE DOOR. GREATER THAN 1/2" DIA. x 6" TITEN 'i " '"••••.• INFO. 2x4, 02 GRADE HD. sI�d�y $c OR BETTER MAY 1l 11 11 T ical Ext. Frame Wall Section BE USED. ALL 4x NOTE: 1X PT VERTICAL e WALL 5PI EACH STUD JOfST A FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I RAF BOUNDARY 8-2 SCALE: NTS FOUNDATION FOUNDATION BE 12 GRADE. 2-1/4" TALI a 12" O.C. OR 2x8 PT INN NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." WALL, DASHED PER (MANUFACT. SPECS. 51ZE5 4 MORE SEE FOUND. SIZES 4 MORE Ix6 HEAD LINE INFO, PLAN INFO. 4"GONG. SLAB. INDICATES 2x8 LEDGER W/ 2x8 LEDGER W/ SEE FOUND. I TOP PLATE OF 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" 4'ACONC.OR 4'" COI PLAN INSTALL GLA55 PER .S. NAI 5 e PLYWOOD 0 R.S. NAILS e I BLOCK WALL BEYOND WALL EACH STUDS EXTEND PAST E 4GH STUDS SLAB d a ° SLAB a MANUFACTURER EDGES GABLE END FLOOR TRUSSES Q ° _ °° (S SHEATH NG) OF TRU55 TOP ©P HANGER To _ BE 51MP50N p " ° PRE-ENG. WOOD CAULK UNDER FRAME K.O. w/ 1-#5 CONT. LUS, L5U, . 4 ° j d _ . °. ' - EDGE FLOOR TRU55E5 OR L55U HANGER TO °° MREL PRE-ENG. BE SIMPSON PRE-ENGINEERED MIN. WOOD ROOF GONG: SILL BOUNDARY WOOD ROOF LUS, LSU, OR 5/8 CEMENTITIOU5 FINISH TRUSSES L55U MIN. TRUSSES H CMU Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail PER FBGR 103.1.2 INTERIOR $-2 SCALE: NTS 2 SCALE: NTS AREA S-, PLYWOOD TO SEE FLR PLN FOR4DR. SIZE NOTE: 4" CONC SLAB }. BLOCKING SEAM BOUNDARY 5 e CORNERS 4 48 O.C. FOR WALL, NAILING FOR 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. 2x& L 1 x 3 R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER 51MP5ON SPH4 w/ 6-10d WHERE THE HEADER IS NOT FULL WIDTH PANEL OVERHANG NAILS e EACH AREA 5'-0" (1) SIMPSON C516 OR (1) NAILS EACH 16" O.C. (CAN OF THE WALL ADD 2x PAD BLOCKING a ° , a. SHEATHING CLIP OUTRIGGER e FLOOR TRUSS MSTA24 w/ 22-I06 NAILS - NOT GO OVER SHEATHING) I6" O.C. RIPPED DOWN SUFFICIENT TO d °' a, FOR ROOFS 24" O.C. 2x8 LEDGER W/ CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW ° .° ° TONGUE 4 (FIELD VERIFY 4-0.131 x 3 1/2" NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH ° d`° .4 ° . GROOVE FOR FIELD FIELD 5UB FASCIA OR WITH TRU56 R.S. NAILS a 5TUD5) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 LAYOUT EACH 5TUD5 FOR THE PROPER INSTALLATION OF THE FOOTING SEE ° a ° FLOORS BOUNDARYE LOCATION) CRIPPLE STRAPPING, AT 2x6 WALLS USE FOUNDATION PLAN NAILING WITH. -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE WITH FLOOR TRU55 TRU55 FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORE ° a ° (PERIMETER OF 5'-0" USE (2) 5IMP50N C516 USE SIMPSON C516 IN AN SPH INFO. DIAPHRAGM) G T ical Ledger Detail OR (2) M$TA24 lUN.0) CONFIGURATION. ATTACH PAD BLOCKING SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. L Non-Brn . Frame Down Header Detail - S-2 SCALE: NTS 2X KING STUD L530 OR DOUBLE BOTT. U.N.O. $_2 SCALE: NTS EQ., TYP. PLATE AT OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER M U ItI-use 5PECIFICATION FOR KIN S 4 C I L 5 6'-2" TYP CLEARANCES FOR THE WINDOW/DOOR 2X4 CRO55 FOLLOWING 5HAL P Y OJ WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING a 48" TO UPSET THE HEADER SUCH THAT ONE O.C. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-11(1) OR BOTH OF THE TOP PLATES 15 RAT RUNS FOR 4 BRACING e 48" CRIPPLE 4 (1) KING 15 REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL Hill 5OLT REFFL,4CE1 LENT CI4,4fRT; 2X4 RAT RUN RAT SPANS O.G. ON TOP EACH SIDE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN �J AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING . 3" SET. IT 15 NOT ACCEPTABLE TO OF BOTT. WIDTH, (2) CRIPPLES 4 (1) KING 15 O.C. ALL AROUND SUBSTITUTE A LE66ER DEPTH HEADER " ' BRACING a 48 CHORD FOR 4 OPENING • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. O.G. ON TOP OF REQUIRED ON EACH SIDE OF THE WITHOUT WRITTEN PERMISSION FROM THE TRUSS SPANS FOR. WHEN THE TOP PLATE IS THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE 15 USED, TOP PLATE SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2 ANCHOR BOLT e 24 D.C. TYP. Ix4 PT BASED ON VERTICAL (BELOW) e WALL TO BE ATTACHED WITH INFORMATION COMPLY WITH FBCR TRU55 MANUF. OR 1/4" x 2-I/4" TAPCON a 12" O.C. OR PER MANUFACT. . General Irre ular Window Attachment PROVIDED BY 905.1.1 CONVENTIONAL 3-2 SCALE: NTS CONTRACTOR. FRAME (SEE PLAN) 7 SPECS. CMU WALL BELOW 5IMP50N C516 e CORNER e 16" O.C. 1/2'' GYP, BOARD SEE HORIZONTALLY NOTE ON N-I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 5IMP50N L6TA12 e EACH VARIES SEE ROOF PLAN WITH 4-111 COM STUD OR EQUIV. TOENAILS a EACH END ROOF TRU55 BY ROOF DBL. "2X" TOP PLATE TRU55 MANUF. W/ SIMPSON 5PH4 e TYP. LOAD BEARING WALL SEE TRUSS 1/16" MIN. APA DOUBLE TOP PLATE EA. STUD W102) 10d SEE FLOOR PLAN FOR EXACT CON5T. 2"x4" e 16" O.C. (SINGLE •�-� SHEET FOR RATED SHEATHING (MIN. STUD GRADE SYP) NAILS EACH. SEE HEADER SCHEDULE (2-2XI2 U.N.0) BOTT. PLT., DOUBLE TOP PLTJ 1 i P I CAL PLAN VIEW CMU WALL BELOW STRAPPING TABLE ON SHEET 5-3 FASTEN EA. STUD NOTE: FOR STUD SPACING TO TOP PLATE w/ "AT 2x6 WALLS USE � Misc. Dormer Knee Wall Attachment Details 51MP50N SP2 w/ (12) NAILS FASTEN HEADER 51 S S-2 SCALE: NTS SCALE: NTS F • DEPTH PER HDR. WINDOW SEA FLOOR PLAN FOR ZE BULO KING '@ DETAIL "J/52" ' PANEL EDGES w/ SEE TRU55 SHEET 2x TOP PLATE 5EE TRU55 SHEET (3) 111 TOENAILS FOR STRAPPING CONT, FOR STRAPPING �—TOP CHORD EA. END 5IMP50N 5P1 w/ GYP. BOARD RETURN 10-106 NAILS EA. TRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD RATED SHTG. TRU55 TO TRU55 ON TOP OF BOTTOM FOR STUDS - PRE-ENGINEERED PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. (2) 51L >< 4 ROOF TRUSS, 2X e 16" O.C. °. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS e EA. 5IMP50N 51`14 w/ INSUL. PER ENERGY CALC5. 2x BOTT. PLATE CONNECTION 6-10dx1 1/2 NAILS PRECAST EA. STUD 1/2" GYPSUM BOARD CONT. CONCRETE PRE-ENGINEERED 1U00D TRU55 • • SE ENG. M RE INFO 2x STUD5 NOTE: ON III PANELS DOUBLE PLYGLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. e 12" OR LE55 USE LUMBER ONLY BLOCKING 2 "x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. BOTT. CHORD H EADER. FOR 4 TRUSS WOOD TRUSSES ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATE[) THE 5PH4 CONNECTORS 0 NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION SPANS 2-16d a EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT ATTACHED W/ 2X4 BLOCKING e TRUSS JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. THE HEADER. SHALL APPLY AND ANY TRU55 . FOUNDATION PAGE TAKES PRECEDENCE:. 3-0.131 x 3 1/2" 24" O/C W/ 3-0,131 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S. a EA. TRU55 3 1/2" R.S. CRIPPLES 4/OR KINGS MADE ON 2 TYP. SHALL ATTACH DIRECTLY TO HEADER ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED Bar' E.O.R. IN WRITING, 1/2" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH I-1/2" GALV: JOINT SECOND FLOOR) FOR ROUGH TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. 51MP5o ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS e 1" O.C. ALONG ALL SUPPORTS, MIN. (ON END 51MP50N A34 L530 OF OPENINGS UNDER5'-0" ONLY (1) 6IMP50N - ; + 1/2" HIGH CONNECTOR EQ., TYP C516 SPAN FLOOR SY5. To STRENGTH OR W14-56 X 11/2" (ON CONC. SLAB) 51MP60N HTT4 BLOCKING/RUNNER5 BELOW 5/8" GYP, INTO BLOCKING W/ (1) 5/8"x8" ATR IN 51MP5ON SET HETA 12 e 24"O.C. 4 4I-Sd X 1 I/2" EPDXY 4 (18) 16d NAILS (ON SECOND FLOOR) FOR ROUGH MASONRY WALL INTO TOP 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS O/8' ALL�HREAD ROE) I N WALLS WITH NO UPLIFT, SIMPSON SET EPDXY 4 (10) 16d NAILS STRAPPING MAY BE EMBED A.B. 5" (MIN.) INTO MASONRY K.O. ELIMINATED, UNLESS BLOCK SET OR 5IMP50N MSTCM60 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY 1,/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1J2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 11 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/0" x 8" 5/8" x 5" EMBED T�'pICAL NAILING 5CNEDULE HIGH WIND NAIL. SHEATHING BOUNDARY EDGE FIELD ROOF 0,131 x 2 1/2 R.S. RING SHANK 1/16 411 6 6 WALL 0,131 x 3" COMMON COMMON 1/16" 3" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" TG 6" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" 5CREW5 AT 6" O.C. ALONG EDGEIc AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/5" GYP. ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/0" TYPE W OR S SCREWS a 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/81' GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH I-5/8" SCREWS AT 6" O.C. ALONG EDGE5 AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. T I N ai 'I' in S h Jules Floor Roof Wall E S_2 Ext. Wall Con. Non -Load Brn . Location SCALE: NTS i T $-2 . Header Detail SCALE: NTS o Ica c eI $-2 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, RE6ARDLE59 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC, HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LIT16ATION 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 uj 0 0 i_ZOp wO0C7w 11= uj V u. 'w'�gz-Z _ [-, n zou az :0� wz9 CCjIjL" at N H M ,LLmQ < ui xQ�W °zH6 o�c'n N —� � Lu � *k S d 2 2 w O Off' Wyy N ♦�' 0u- LL.QF Q W �¢�' Q W J LLJ >UUZ LIJ In w� J w ¢p ww ¢ Z Q CC: LiJ Lu m W uj N o �� u M O M kD uj m Z N M N d rn 00 _ 00 o � _ Z W r, Q Y w Z ?rri0 Caw Lu ~ L.I. X Q Q W g N �- O0a > �0 0 �r r A�' L DATE �3_2i8-18 SCALE NC7EED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 5.2 I'I 1. SEE 0. 31 4 8,4r OR 8 -® h7/N. 6 11(0 xo.c. COMMON SCHEDUSLEEa SPLICE FR NAING _ 3-1/2" COM. DOUBLE TOP PRE-ENG WOOD TRUSS (T T'P) 4-0.131 x 3" PLATE APA RATED COMMON as 3-0.131 x 3" COMMON `° SHEATHING. SEE r aaa EA. 51DE OF JOINT „ 0,131 x 3 DOUBLE STUD 4-0.131 x 3 1/2 COM. NAILING SCHEDULE COMMON a 1(0 c.c. TABLE FOR STUDS e Iro" c.c. PT 50TT. ATTACHMENT. U.N.O. 4 " PLATE i 2-0.131x3" (1) SIMPSON L5TA12 STRAP 48" O.C. I 5 ° 3 .COMMON �� � � �' 3-m131COM. 1 TRUSS 2x4 BLOCKING (1) SIMPSON L5TAI2 1/2 CEILING GYP BD W/ 5d 2-0.131 x 3 1/2" BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR GOM. (1) 51MP50N LTA2 CHORD (2) 0,131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48 O.C.ATTACHED 1/2 TOENAILS 0.131 x 3 1/2 NAILS (4 BAY OR 8 ft FROM S SEE TABLE BELOW POOLE STUD CONDITION TO BOTTOM CHORD EACH END, -IT 6" O.C. MASONRY WALL) 1 FOR LAPSPLIGE OF GABLE UNO. CONTINUOUS ,-' 1/2" GYP BD NOTE: CRO55 BRACING 4 ° 8" MASONRY WALL ALL BLOCKING TO BE 2 �O' PLATE 45�'ENERS 5-0.131 x 3 1/2" 2-0.131 X 3 W/(1) . REBAR n1 1t -I n ti . r- / A TI Irr .- n l f2 F� dT�l-) dq" n r� Trip 1 O 1� i % \\ cc•DM. 1/011 /'/1M 1._AJIN I . IIN COURSE P Expanded Blocking Information Dia ram 8-3 SCALE: NTS 3 ,. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) "- DOUBLE 0/O.C.131 x 3 1/2" COM. � TOP PLATE 1KJ" .C.. 3-0.3 x 3 f2-0.131 x 3 1/2 COM, 1/2 COM. LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36II 2-ROW5 (0.131 x 3" 3II O/C OBI x 3 II a 8II O/C i KZ11 SECURE RIDGE BEAM TO CLEAT W1 I - --- -- - %//�� ` �, PT BOTT. PLATE I APA RATED SHEATHING, SEE NAILING SCHEDULE TABLE FOR ATTACHMENT, (UN.OJ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAILS EA END 1. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) __�40 1� 14 510 CORNER SINGLE SiUp CONDITION (1)SIMPSON M5TA36 RUNNING F ALONG ,THE EXTERIOR SIDE LAPSPLIGE NAILING s SPLICE ALL OTHER NAILING 24`a 2 ROW50.131 x 3" 61, O/C 0.131 x 3" a 8" O/C ro CONTINUE SHEATHING BELOW AT CORNER. MAY BE 2x4'IT" BRACE CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. OR L5TA12 PREFAB ROOF PARTIALLY ENCL05ED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. a 16" O.C. TRUSSES a ENTRYWAYS 8 PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY OVERLAP TRU55 BRACING u 24 O.G. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" \ \ PRE-ENGINEERED NOTES WOOD TRUSSES a LEAST ONE TRU55 SPACE 4'-011 4'-0" 12d COM. 6" OVERLAP 4. 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 'a 24" O.C. MAX. SECTION 5IZE SHALL 12 O.G. 4-16d COM. 21 1., w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 111 O.C, OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. SIMPSON 5PH4/6/8 EACH END (U.N.O.)EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-011 TO 15'-0° ---- 2X10 UNLESS NOTED OR SIMPSON OR S FEET FROM MA50NRY WALL) 4'-0" TO 8'-011 ---- 2X6 15'-0'' TO 18'-0" ---- 2X12 2-211x4" W/1/2" PLYWD: OTHERWISE, AT A MINIMUM ALL SDWC15600 FROM STUD TO TOP V-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'5 UNSPECIFIED FRAME PLATE Gable Diaphragm Side Wall MAY BE TURNED TO FRAME F2. RIDGE BEAM SHALL BE � SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) �, ,° FLATWISE 50 NO CONNECTIONS SHALL S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. SPACER 15 NEEDED. �1COM. ID2 o.c. CON615T OF (3) END 0.131 x 3 1/2" COM. all O.G. 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ 100 d COM. � 12" o.c. NAIL0.131"X3-ll2" NAILS OR TOENAILS. APA RATED SHEATHING, SEE SIMPSON MSTA24 TEN51ON STRAPS'a EACH TRU55 U51NG (14) 106 NAILS. INSTALL THE 4-16d COM. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRUSS d THREADING *A 51MP50N MSTCM 60 SCHEDULE TABLE FOR ATTACHMENTS ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 -s THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INS. I-IE ApEI� (NON -BEARING) �R�NC-t� MAY BE SU5STITUTED FOR SIMPSON HTT4 W/ INTERSECTING BLOCKING AN HTT4 WHERE LOCATION 5/8" DIA A.B. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 51MP50N HT520 W/ ( 20) 10d ALIGNS WITH A FILLED 1'-0" NAILS FOR 2x12 RAFTERS, (1(o) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRU55 M4x RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-O" PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAILS. SEE NAILING SCHEDULE o TRU55E5 6 24" O.C. 5. SECURE N 0 R pRCx O RIDGEINA HANGER D G E7B A x 51NG SIMPSONW1 (10) IOCI PSONTL55U21 p General Wood Attachment Details ���® CORNER Truss BracingOverlapDetail TABLE FOR ATTACHMENT. U.N.O. /2 CEILING GYP BD W/ 5d I4 RAFTERS. FOR 2XIO USE L55U28 W/ (10)10d 4 (5) 10d 1 1/2" FOR S-3 SCALE: NTS q 7 COOLER NAILS " OL, OR EQUAL, RESPECTIVELY RAFTERS. x 2x8 5TRAPPING INFORMATION S-3 SCALE:NTS DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) SIMPSON L5TA12 STRAP 48" O.C. BEAM W/ (8) 106 NAILS. 111 INTERIOR % 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR VOLUME SEE FLOOR PLAN FOR (1) SIMPSON HETA20 -SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. AREA LENGTH WIDTH 48" O.C. ATTACHED TO BOTTOM CHORD OF EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, UNO' pETAILINT� Valle Set Attachment Detail (1) M5TA33 AT EVERY ..; DBL TOP PLATE FASTEN CAP TO CHASE w/ �0.131 x 3 1/2" R.S. NA 6 12" GABLE P) a: FLAT OR CATHEDRAL S-3 SCALE: Nrs PRE-ENGINEERED PRE-ENGINEERE OTHER STUD (32" O.C. U MAX.) FROM UPPER STUD ; -`--"' - O.G. ALL -AROUND 8 MASONRY WALL W/(U #5 1/2" GYP BD WOOD ROOF WOOD ROOF TO LOWER TOP PLATE, REBAR CONT. IN KNOCKOUT COURSE .a NOTE: CRO55 BRACING TRUSSES INTERIOR TRU55E5 WRAP TOP PLATE A5 •. •. NEEDED FOR FULL *0 d KNEEWALL INSTALL SIMPSON LU524 WALL SHEATHING NAILED PER ALL BLOCKING TO BE REPEATED 48" O.C. TYP. MIN. EA. 51DE OF THE STUDS MIN. ALL RAFTERS SHALL BE #2 CEILING JOISTS. JOISTS i., ,. PLYWOOD TO EXTEND TO `..s VOLUME AREA /17 NAILING. IF STUDS ALIGN �i d STRAP SHALL EXTEND � O'/5-2 DBL 2X4 16" O.G. TO BE PER NOTE #1 SOUTHERN YELLOW PINE Q 24" O.C. MAX. SECTION 5IZE SHALL 50TTOM OF WALL INSTALL (1) 11 M5TAM24 AT EVERY STUD (16 STRAP EACH FROM UPPER STUD TO ll PLATE CONT. 8'-0" (MAX.) TYP. Masonr Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRUPLASS (SEE LOWER STUD. o LL W/ 5IMP50N � S-3 SCALE: NTS TO THE LENGTH OF SPAN AS FOLLOWS: AT EACH TRU55 EXfiended)Bottom Chord Attachment Details � HTS20 � 32" s w 2x4 WD CDNST. w O.C. OR C516 TO ALIGNING FLASHING ALL-AROUND - - UP TO 4'-0" -- 2X4 4'-O" TO S'-0" ---- 2X6 S-3 SCALE:NTS 1611 D C U.x Lu 0 STUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING IL ING FRAM a'-O" TO 12'-011 ---- 2X8 WITH (4) 0.131 X 3-1/2" NAILS �n 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FDR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND 12'-O" TO 15'-01 ---- 2XI2 CUT OUTSIDE EDGE ATTACHMENTS PERIMETER, IF ABUTTING 15'-O" TO IS'-O" --- 2X12 NOTES: PLUMB TO ALLOW MASONRY USE P.T. SYP #2 1. ADJACENT NAIL5 ARE SOLID CONNECTION C5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN CHORD TD ATTACHED W/(4) 0.131 x MA50NRY W/ 1/4" DIA. X 3" 511DE5 OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED L 1'-0" 3 1/211 NAILS e TAPCONS 0 6" O.C. MAX. NOTES : 2. ALL NAILS PENETRATE Q / BLOCKING w 1/4" x 5" WOOD SCREWS 4" EA. CORNER 5HEATHING. SEE NAILING SCHEDULE M4X INTERSECTING BLOCKING ].ALL CEILING FRAME TO BE AS PER TABLE LEAST 3/4 OF THE THICKNESS OF THE LAST m m O.G. ALL-AROUND TOP CHORD ENG. TRUSSES 'a 24: O.C. TABLE FOR ATTACHMENT. U.N.O. 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" N ° (1) SIMPSON L5TA12 1/2" CEILING GYP BD W/ ATTACHMENT. 3. WHEN INSTALLING 51MP50N PRODUCTS REFER DIA. X 5 1/2" LAG SCREWS OR EQUAL _ 11 11 EACH END OF L 5d COOLER NAILS 7 O.C. OR EQUAL, DIAPHRAGM TO SIMP50N'5 INSTRUCTIONS e (SPACE A5 SHOWN FOR VD ROOF SHEATHING 2x6 BLOCKING FASTENED TO FRAMING w 4-0,131 x 3 1/2 BRACE AREA (4 BAY OR S ft SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X BYP #2 AND SAME 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4'1 NAILS EACH END 2x4, 2x6, OR 2x8 FROM MASONRY WALL) M T .Frame Down CI . DEPTH AS RAFTERS (PT AT MA50NRY DIA, X 7" LAG SCREWS ° O.C. SEE FLOOR S-3 SCALE:NTS CONTACT). OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 111 - g Fire lace Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES 6 24 O.C. FLAT OR CATHEDRAL 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL � 1 �11 S-3 SCALE: NTS 5HBLOC ING 6 ALL (1) SIMPSON HIOA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING U.N.O. $-3 SCALE; NTS M,4X APA RATED PRE-ENGINEERED APA RATED 5HEATHING SEE NAILING UN5RACED WALL HEIGHT #2 SYP 8'-0" 2x4 16" c.c. 8'-8" 2X4 16" c.c. 9'-0" 2x4 16" c.c. g'-411 2x6 16" c.c. 10'-0" 2x6 a 16" c.c. NOTES: INFORMATION ° "TYPICAL AT ALL LOAD BEARING 5YP."° ° COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD BE SUBSTITUTED FOR R.5, NAIL5 0.131 x 3" R.5. NAILS 6 6" 5GREW5 STAGGERED 6 6" ANY STUD WORK AT 16" STAGGERED 6 6" O.C. O.C. ALONG THE LENGTH O.C.ALONG THE LENGTH OF OC MAX. SPACING (02 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MIND" OF THE COMPONENT COMPONENTS W IDER THAN COMPONENTS WI11 DER THAN 8" 5HEATHING. SEE TRUSSES 6 24" � HEDULE TABLE FOR ATTACHMENT. 8 USE 3 RO S. USE (2) ROWS a 6 O.C.. NAILINGSCHEDULE O.C. LNN.o. N 142 m h MAX. Ex C, Enclosed, Exterior Frame Wall Table r,,Typ. Nailing Schedule for Built -Up Columns & BEAMS FOR ATTACHMENT. U.N.O. SEE DETAIL A NOTE: THREE OR S-3 SCALE: NTS S-3 SCALE: NTS DROPPED ON TH15 SHEET (TYP) OMPRE5510N WEB MORE REPEATED 5LOPING OR GABLE END FOR OUTRIGGER � IDENTICAL TRU55E5 6° VERTICAL SHALL HAVE DIAGONAL BRACES. WHEN TRU55 STUD ARE ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR SEE EXPANDED CONTINUOUS 2,a'-m" 20'-(D" NOTE: BOTTOM CORD BLOCKING 1. SEE TRU55 DIAGRAM BRACING 1X4 (1) SIMPSON 2x4 BLOCKING 1/2 CEILING GYP BD W/ L5TA12 STRAP ATTACHED W/ (2) 5d. COOLER NAILS 7MIN. (AS REQUIRED BY ONTINUOUS PERMANENT LATERAL lHT5�MT5) MAY BE MANUF4CTURER'5 - 46" O.C. 0.131 x 3 1/2" R.S. O.C. OR EQUAL, 5C51) BRACE (CL5) NAILED TO TRU55 8 STUD BELOW. NO 5PH4 15 WHEN STUD 15 TRUS5 ENGINEERING CUT SHEETS FOR TOENAILS EACH DIAPHRAGM AREA (4 EN D, UNO. 514Y OR 8 ft FROM NEEDED THIS STUD. NOT ALIGNED ° ,4DDITION,4L META 20 a 48" O.G. MA50NRY WALL) ATTACHED TO GYP BD ERMANENT DIAGONAL BRACE �9 WITH A TRU55 NOTE: U ' ° AND/OR WHEN ° "AT PERMANENT BR4CINrz CLB DIAGONAL - -1/2" FLAT OR CATHEDRAL BOTTOM CHORD OF 1/2" CEILING NAILED TO OPPOSITE 51DE OF WEB 2x6 WALLS USE 5PH6 p TRU55 STRAP 15 TN4T MY BE REG2UIRED. BRACE 46 GABLE GYPSUM 5D TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2 "T'' BRACING M,4T' BE .' SHOULD BE REPEATED � 5PH4 CONNECTORS SHOWN. ° ° ° ° ATTACHED TO USED IN PLACE OF REQUIRED BY NOTE: CROSS BRACING APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE 5PH8 STUD USE (1) Bc51 8" MASONRY WALL ALL BLOCKING TO 5E CONNECTORS IN LIEU OF 51MP50N 5PH4 PERMANENT BR/->CINC WKI) #5 REBAR CONT, REPEATED 48" O.G. TYP. lx4 MIN. BRACING UJ/(3) 0,131 x 5PH4 CONNECTORS SHOWN. OR 6P2 PROVIDED IT EXTENDS 1N KNOCKOUT COURSE 3 1/2'' NAILS 6 INTERSECTING FOR WALLS LARGER THAN OVER a LEAST 'BO% OF OL WE55 2x8; USE 51MP50N 5P1'5 ON TYPICAL HIOA CONFIGURATION, DO NOT NAIL EACH SIDE OF STUD TO THE UJEEB. _ ° THROUGH OTHER 5TRAPPING/CONNECTOR5. 50TTOM PLATE 4 6IMP60N °° REFER TO CONNECTOR NOTES FOR FRAME TO 51=2'5 ON EACH SIDE OF TRU55 CONNECTIONS. G F G bl Less Than CLB Dia onal Brace 201 Max Intervals Detail STUD TO TOP PLATES. 0 LU m Q l'3 C a e ec O n- o r a e $-3 11 SCALE: NTS S-3 SCALE: NTS TOP 4 BOTTOM CORD 41 -0 High NOTE: SEE TRU55 LAYOUT CABLE END. BRACING m FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & Cig Bracing Diagram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED S-3 SCALE: NTS S 3 SCALE: NTS (4) ROWS OF TRU55E5 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 IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THE5E PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THE5E 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 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 Uj 0 o O LLJ hz0z w0lairt7w w W_j 0 F' o Z 0. c W Gv_w=Li 302W z to b z� >mw9FozW- "oom waz �OZzL9bew �a z 14 uj CC x00 Q©w z ,� 60occ- J C 'G 0 zGMa =NmizwCC O "-' CC �i u�1.Sw wwo�o O J zA§wO zu'>-w0 0 (Dz4' - W owC ILL�w0 A �Fw- <C Q =aaj rLLm z UJI 0m - $ o a vl M ar) LLi J 00 W I- p 0000 M W H Ch w N `�j Ln Z OLij 0 Q se Cw7 Z cri 0 p ac W Lu 0 " ¢ u Q w g vi CL O0a > gee �L /a ri.• w `y -all M X: < DATE a3_m8_IS SCALE N©TEO DRAWN MK/I�DK JOB Sheet content: Structural Details Sheet number: 53-142 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. NOTES: FOR WALLS LARGER THAN I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM 2x5, USE 5IMP50N 5PI'S ON STUD TO STRAP TO TOP B BOT. CORD OF TRUSS, EACH SIDE A BOTTOM PLATE 4 SIMPSON SIMP50N LSTA30 w/ 22 -10ol NAILS e 2411 O.C. 51=2'5 ON EACH SIDE OF MAX OR EACH STUD. STUD TO TOP PLATES. 2. PROVIDE 2X BLOCKING e SEAMS 8 RUN U.N.D." ENGINEERED SHEATHING CONTINUOUS TO TOP OF MASONRY, DBL. 2 x 4 ROOF0 G 55E5 (SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGINEERED TOP PLATE DBL. 2 x 4 FLOOR.) INSULATION PER ENERGY CALC5. ROOF TRU55E5 12 I TOP PLATE 624" O.C. MAX. 51MP50N 5PH4 SEE 3. ALL WALLS TO BE CONSIDERED SHEAR EACH STUD ELE SIMPSON 5PH4 RE615TING COMPONENTS 12 TO TOP PLATE e EACH STUD SEE ELEVATION TO TOP PLATE SEE PAGES FOR EL WALL CONNECTION W/O WINDOW ROOF COVERING WALL CONNECTION W/O WINDOW 4 SHEATHING BAFLAT ION DETA SEE ELEVATION PAGES ROOF COVERING & SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE SIMPSON C516 OR SIMPSON M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 FLATWI5E VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 SYP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRU55 JOIST (INSET) SHEATHING TO BE FLUSH W/ - BLOCK SEE TRUSS LAYOUT FOR — STRAPPING INFORMATION &" CONC. <O. BLOCK BOND — BEAM POUR SOLID W/ I - S REBAR CONT, HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES ---INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP50N 5PH4 6 16" O.C. EACH 5TUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK a WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE 'N" ON SHEET 5-3 FOR SPACING. GYPSUM BOARD 3/4" TeG GLUED W/ CONSTR. ADHESIVE /�-4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.G. �51MP50N HETA20 e 32" O.C. IF ATTACHED TO RIMJOIST5. e24" O.C. MAX IF ATTACHED TO FLOOR TRUSSES 1/2" CEILING GYP. BOARD SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. X—I x 6 P.T. CURTAIN NAILER Q OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CNEDULE I x P.T. SUCK 5TRIP WINDOW SILL - CAULK 6 WINDOW WIND RE516TANT 1/2" GYP5UM BOARD PRE-CA5T CONC. SILL 4 HIGH CONC. BLK, ° 5" CMU PER ASTM-C 90 1900 4"GONG: SLAB. PSI MIN. W/ TYPE M OR 6 SEE FOUND. PLAN MORTAR PER A5TM-C 210, 5/5" CEMENTITIOU5 FIN15H PER FBCR 103.1.2 ° FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. rA-'jypical Two Storyall Section S-4 SCALE: NTS SEE ELEVATION INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WE). HEADER (U,N,O.) W/ 1/2" GYPSUM CEILING BOARD 1/2'' FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 5 5YP TOP PLATE W/ SIMPSON 5PH5 6 16" O.C. EACH all 5TUD (12) 106 NAILS EACH. ELEVATION GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT, IN EACH, (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MA50NRY WALL TOP) 15 LE55-- THAN OR EQUAL TO 6'-(o" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-05 BARS CONT. 1N LIEU OF THE DOUBLE COURSE SHOWN IN TH15 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 5" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 P51) W/ 2 - "5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-CA5T CONC, SILL 4" HIGH CONC. BLK. 5" CMU PER A5TM-C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER ASTM-C 210. 5/8 CEMENTITIOU5---------- FINISH PER FBCR 103.1.2 tI* WINDOW SILL CAULK 6 WINDOW 2 x 5 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 5" "Y' BOLT/754 WASHERS W/ 5" IMBED a 2'-011 O,G: (MAX.) CENTERED ON WALL, 61MR60N 5PH5 s 2x8 PT 50LE PLATE 1X P.T. FURRING NORIZ. ,. w = • v / ¢ I x 6 P.T. CURTAIN NAILER a OPENING5 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CNEDULE i x P.T. BUCK STRIP -WINDOW SILL - CAULK a WINDOW -1/2" GYP5UM BOARD -4"CONC. SLAB. SEE FOUND. PLAN ° d a ° a$ FOOTING SEE FOUNDATION PLAN ° FOR SIZES 4 MORE INFO. Typical Two Story Wall Section S--) W/O Floor System 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, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 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, CLAIM5, SUITS, 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 0 0 ° W zW2 W ZOZ WOUzfCiW ouwu.� = hs�Za °°Ws = W a°� x� w�F--w t„J a z moo u:Oaz ��VW.O w N H wZO� >LL�a °Caza�w 00 a 5M !°m�oz CC Z 5 C7 Uj �=�VW1 OC 21—a2ZW 00 � CC � o F- 0 uj CC CC u. � J � 0 0 z W W O O =L,U zz ' n W CC LL A v 'D w w LU LLJ Z a F W W = m a w N _ ° ova m qLD LD w m Z NMI a00 Lou, , a Rt �n N 00 M -j tD w MMM W N d. 0 N S-' Ln Z w O d N 0k z �c»O LLj Z [�oC Uj r-I V Q 00 J J L- x Q W zz t/f a Oca > w 0 U ) 0 0 DATE SCALE NO%ED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING 48" 0/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL — 2ND FLOOR FRAMING AT 2x5 WALLS USE 5PH8 FROM EA. END. (TYP) TOP $ BOTTOM CONNECTORS IN LIEU OF SIMP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 51MP50N C516 OR M5TA36 STRAP 5PH4 CONNECTORS SHOWN. STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS 6 32 D.C., EVERY OTHER FOR WALL5 LARGER THAN NAILS. EACH STUD 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MF60N FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE LOOK JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. U.N.O." SPACING $ 51ZE OF WALL 5TUD5. 5TUD5 WEEP 5CREED INSTAILED PER SHALL BE INSTALLED oo MANUR MAX, lb" O.C., SEE 'N'/5-3 51MP50N WETA20 6 32" O.C. MAX. 2x4 S.Y.P. 02 RIBBON 2 "X4" CRO55 BRACE 000 W/4-106 a EA. FLOOR 6 45" O/C FOR THE TRUSS. 15T 2'-0" OF END WALL C516 OR MSTA 36 W/ (4) 0.131X3 1/2" EA, END 32"O.C. (36" LONG) INTO 2"X4" BLOCKING FROM EA, STUD TO 51MP50N A35 ANGLE REFER TO TYPICAL 2-5TOR (2X12) WOOD BLOCK OR W/ 12-86X 1 1/2" WALL SECTION FOR FLOOR J015T NAILS EA. STUD TO INFORMATION NOT SHOWN DECKING TOP CHORD 2x12 5YP 02 WOOD 3-0.131 x 3 I/2" EA. 2x4 BEARING BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING WALL W/ STUDS FLOOR JOIST WITH 5-166 9 48" O/C FOR THE FIRST ND FLOOR FRAMING 7/16 AP'A RATED WOOD TOENAILS. IN51DEHETA2a 32" FACE OF 2x12 O.C. ON THE 6-0" OF END WALL FROM NSIDE SHEATHING EA. ENp, (TYP) TOP $ 51MP50N C516 OR M5TA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD 51MP50N 5PH4 W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR EA. STUD NOTE: BLOCKING. SEE 'N'/5-3 FOR STUD INFORMATION PRE-ENGINEERED PRE-ENGINEERED FLOOR PRE-ENGINEERED ROOF TRUSSES LOOK J015T-5EE FRAMING PLAN JOISB ALT. Frame/Masonry Connection #1 I><1---- S-5 SCALE: NTS NOTE: ADD 2X4 BLOCKING Q CEILING BOARD PER M5TA3(o OR C616 OR ARCH. PLANS NOTE: 2X4 CROSS BRACE A� GNED UJ TRU55 PERT. AT 2x6 WALL5 USE 5PH6 e 48 O/C FOR THE CONNECTORS IN LIEU OF 2X4 BLOGKINC� U/ NOTE: 16T 2'-0" OF END " WALL WEB USING 2-0.131" X 3 1/2 HT516 W/ 16-10d 3-0.131 x 3 1/2 R.5. AT 2x6 WALL5 USE 5PH6 INTO 2"X4" 5PH4 CONNECTORS SHOWN. 0I/2" EA. END TOENAILS EA: END. EA. TRU55 To TOENAILS CONNECTORS IN LIEU OF AT 2xB WALLS USE 5PH8 N5LOCKING B BOTTOM PLATE SPN4 CONNECTORS SHOWN. CONNECTORS IN LIEU OF HANGER PER TRUSS PRE-ENGINEERED At 2x5 WALL5 USE 5PH8 5PH4 CONNECTORS SHOWN, MANUFACTURER GIRDER CONNECTORS IN LIEU OF FOR WALL5 LARGER THAN 5PH4 CONNECTORS SHOWN. 2x5, USE 51MP50N 51P1'5 ON H Floor Truss To Girder Connection FOR WALLS LARGER THAN EACH SIDE OF STUD TO 2x8, USE 6IMP50N 5P1'5 ON BOTTOM PLATE S''IMP50N 2,0, S-5 SCALE: NTS EACH SIDE OF 5TUD TO 61=2'5 ON EACH SIDE OF FLOOR 50TTOM PLATE k 51MP50N STUD TO TOP PLATES. U.N.O." �� SP2 5 ON EACH SIDE OF 51MP50N 5PH4 TO 2"x4" PANEL BLOCKING e 48" O.C. FO JOIST STUD TO TOP PLATES. EA. 5TUD TOP THE FIRST 2'-0" OF END WALL FROM EA. (TYP) U.N.O." BOTTOM OF WALL. ATTTACHED WO2) 16d TOE NAILS. CHORE) 1/2" DIA Nut IUil MIN. 1-1/4" .** WHEN CRO55 BRACE ANGLE DIIA x Iv8" GREATER THAN 45• EXTEND PANEL I/2" DIA ALL WASHER FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END 2x BEARING WALL W/ THREAD ROD BELOW FOR WALL. STUDS 9 16" O.G. I APPROPRIATE I/2" PIA DIA SPACING 4 51ZE OF NEERS 1/16 APA RATED RE -ENGINEERED GOUPLTNG WALL 5TUD5. STUDS JOINT PRE-ENGI FLOOR TRUSS ,,r ��� WOOD SHEATHING FLOOR TRU55 ANCHOR eoLT SHALL BE INSTALLED A.B. EXTENSION DETAIL 6 MAX. 16" O.C. o COUPLER NUT 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS EA. END DIA. 1/2" J-BOLTS 2"x4" CRO55 BRACE @ 48" O.C. FOR 2 x 4 RIBBON OR WITH SIMPSON THE 1st 2'-0" OF END WALL W/ (2) IOdx3" ATTACHED TO EACH SET EPDXY, 5" 2X4 RIBBON s EA. END INTO 2"x4" BLOCKING. FLOOR J015T WITH 3-�0,131 EMBEDMENT a 24" w/ 3-16d 6 (ANGLE NOT TO EXCEED 45°) SEE ��� WHEN x 3 1/2" NAILS --- EA. TRUSS. DISTANCE 15 «x WHEN ANGLE 15 GREATER THAN 45°, SIMPSON C516 EA. 5TUD GRO55 BRACE 6 45" O.C. FOR THE 16t LE 55 THAN 2 -0 TO BA5E OF 2X4 91MP50N NT516 4'-0" OF END WALL. eTHE FIRST BAY RIBBON BELOW EA.TRU55 SIMPSO TYR LOAD HETA2(0 REFER TO TYPICAL 2-5TORY WALL BEARING WALL NOTE: � SECTION FOR INFORMATION NOT W/UPLIFT SEE 'N'/5-3 FOR STUD INFORMATION CMU WAL 4 SHOWN �Cantilevered Floor Truss Over Wall Floor Truss Parallel To Br . Wald S_5 SCALE: NTS C ALT. Frame/MasonryConnection #2 S 5 SCALE: NTS $.5 SCALE: NTS e��e�oolll���o NOTE: NOTE: S W6 "AT 2x6 WALLS USE 5PH6 AT 2x6 WALL5 USE P S IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF : U �' ¢ CONNECTOR L E 5PH4 CONNECTORS SHOWN. TRU55E5 e24" O.G. 5PH4 CONNECTORS SHOWN. TRU55E5 624" O.G. AT 2x8 WALLS USE SPHB AT 2x8 WALLS USE 5PH8 NN CTOR5 IN E 6 O CONNECTORS IN LIIEU OF �. CO E TO IS SHOWN. 5PH4 CONNEC R s���6d«°••• •• • �����~ 5PH4 CONNECTOR5 SHOWN. FOR WALL5 LARGER THAN FOR WALL5 LARGER THAN IN5ULATION PER ENERGY GALLS 2x8, USE 51MP50N 15P1'S ON INSULATION PER ENERGY CALLS sI 2x5, USE 5IMP50N 5PI'5 ON EACH SIDE OF 5TUID TO EACH 51DE OF STUD TO 1/2" GYPSUM CEILING BOARD BOTTOM PLATE e 8IMP50N 1/2" GYPSUM CEILING BOARD BOTTOM PLATE $ 51MPSON 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR rat EACH TRU55 5P2'5 ON EACH 511DE OF HURRICANE ANCHOR a EACH TRU55 STUD TO TOP PLA'TE5. U.N.O." PROVIDE CONTINUOUS 5TRAPPING 5TUD TO TOP PLATE5. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION DBL, 2X TOP PLATE DBL. 2X TOP PLATE 2x4 SOLE PLATE 5PH4 eEA. 5TUD 2x4 SOLE PLATE 5PH4 a EA. STUD PROVIDE PROVIDE (2) 16d COM Q EACH TRU55 1/2" GYPSUM GOM EACH TRU55 I/2" GYPSUM SIMP50N CSI6 W/ MIN (22) lOd 3/4" TAG GLUED W/ CONSTR. ADHESIVE 51MP50N C516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS 112 MIN. EACH END COMMONS (12 MIN. EACH END) $ NAILED SEE SCHEDULE DETAIL "0" COM 1 24 O.C. MAX D) 8 NAILED SEE SCHEDULE DETAIL 0 11050 MAX @ 24" O.G. MAX OR ON 5HEET 5-2 EACH MAXAX WRAP UNDER TOP ON SWEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD EXTEND SHEATHING TO PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.C. FLOOR TRU55E5 24" O.G. BOTTOM C BEAM OR 2x4 *2 5YP RIM w/ (3) WALLLOOR GIRDER 2x4 02 5YP RIM w/ (3) 16d NAILS EA. TRU55 16d NAILS EA. TRU55 J015T (IN5ET) J015T (IN5ET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ---___ 51MP5ON MT516 PROTOE (3) @,131 X P PRO TOE NAILS 1 EACH FLOOR TRU55 FLOOR TRUSS TO WALL I/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.C. MAX. GYPSUM CEILING BOARD W/ KN CK - BELOW DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION FOR GARAGE APPLICATION SEE GENERAL NOTE DBL. 2X TOP PLATE w/ 51MP50N 5PH4 FOR NAILING PATTERN DBL, 2X TOP PLATE w/ 51MP50N SPH4 1611 O.C. w/ (12) 106 NAILS EACH 16" O.G. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD /010 1/2" GYPSUM BOARD I/2" ANCHOR BOLT 24" 51MP50N CS16 1/2" ANCHOR BOLT e 24" O.G. W/ NUT $ 2" SQUARE O.G. W/ NUT & 2" SQUARE BY 1/8" WASHERS W/ MIN (22) 10d 2X BOT. PLATE w/ BY 1/S" WASHERS PT 2X BOT. PLATE w/ COMMON5 (11 PT la PT 2X 5 5PW4 e EA. 51MP50N 5PH4 EA. MIN. EACH END) STUD w/ (10) lOd NAILS 5TUD w/ (10) lOd NAILS 4 GONG. SLAB. SEE EACH 4"GONG. SLAB. SEE EACH FOUND. PLAN BEAM / GIRDER FOUND. PLAN 2x BOT. PLATE PRE-ENGINEERED FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRUSS PLAN FOR SIZES MORE INFO. PLAN FOR 51ZE5 8 MORE INFO. NAILS a 6 O/C e Q 4' T ical Two Sto Interior Bearing Shear Wall on F Section Second Floor Frame Connection Girder A Typical Two StoryInterior BearingWall Section S.5 SCALE: NTS S-5 SCALE: NTS $-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, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, 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 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 S o 0 0 W �-zoz wQvaiC�'y7w ZZ J owuj Lu un,>- = 4L u:0a Cr M ¢z'w, Z. ooze z N J 00 f ¢Ot ZtR60wo Z 225W C7 �0,-Zu, O O oc 4 2R lL y w J u"8az<W a W3� =ww zav,m Z WaQo tzw>Q Q FF� LsLJw�CC N � ma. u d aai O JM M V H W M N CL M 00 p M N 0000 W 1- le w �n Z (43 Z LL- r- Q w W� �M0 pOC uj e-1 U 00 ..+ J Q " K a z Lu vi a a 00 > � DATE 03-043-16 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 5� DRYWALL OVER FUF BLOCK W 11/16x11/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW PER PLAN) SILL COMPOSITE WINDOW SILL rtl 5QUARED DETAIL EDGES Ix6 TRIM BEAD BOARD PANELING DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW lx6 TRIM LINE OF TRIM BELOW DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/. TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: P ` 1'-V 5HIM A5 11- 1 REQ'D. 1 INVERTED 2 1/4' 1' DOOR CA51NG ("366) 2x 5TUD5 (PER 5ro PL. BA5E CABINET Ia. DRYWALL Ln r'366 5A6E BD. \- QUARTER ROUND CALI. TOP 5CALE: 1/2' = 1'-0' 8" W. CORIAN TEMP. GL. ENCLOSURE CAP TILE FINISH 2x 5TUD5 (PER OVER WATER PLAN) RESISTANT WALL BD. 10' DRYWALL SHOWER 3 1/4' 5A5E BD. (#36(o) SECTION ELEVATION LINE OF WALL BELOW (NICHE LINE OF CA51NG _ PER PLAN) BELOW :� w__ _______- --- COMP051TE WINDOW SILL PLAN rE WINDOW DETAIL 2 1/4' DOOR CA51NG (0366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN WAZ '' ` 14' SHIM A5 11 4" REQ'D. INVERTED 2 1/4' DOOR CASING (036(o) 2x 5TUD5 (PER STD. PLAN) BA5E CABINET 1/2' DRYWALL 3 1/4' BASE BD. (%(o) \- QUARTER ROUND HIGH BAR TOP SCALE: 112' = I'-04 -8' W. CORIAN CAP -TILE FINISH OVER WATER RESISTANT WALL BD. SHOWER BATH 'I � r L5HOWER 2 51DE 7 1 f PLAN SHOWER. LOW WALL 1/2" DRYWALL- BELOW CAP SCALE: 1/2' = 1'-0' TILE TO WRAP IN WINDOW TEMP. CAL. ENCL0SURE 8" W. CORIAN CAP 1" Lu 2x 5TUD5 (PER c' STD. PLAN) 2" vAINTY cn CABINET a O 3 1/4' BASE BD. (036(o) VANITY LOW WALL 51'ALE: 1/2' : 1'-0' :IFY TOP (WINDOW PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL— EDGES INVERTED 2 1/4' -- DOOR CA51NG (03(o6) DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW SILL CT 1/2" OUT EIvE TILE) LINE OF CA51NG— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4' = 1'-0' SILL ELEVATION ------------ DRYWALL FIN15H PLANOVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: 1' - 1'-0' rE WINDOW DETAIL 2 1/4' DOOR CA51NG (036(o) FLOORING / 5A5E 50ARD NOTE LIEN TILE FLOOR 15 5ELECTED ONLY' 5,45E 50ARD 15 IN5TALLED, WPEN WOOD FLOOR 15 5ELECTED 5,45E 50ARD AND SHOE MOULD AIRE IN5TALLED. Ix JAMB (BI-PAS: DR5: PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE lBl-PA55 PLAN) DRS. PER PLAN) 1/21 2 1/4" DOOR CASING (03(o6) HELD OVER 1/211 PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: P - 1'-0' MAIN HOUSE GARAGE DRYWALL BASE BD. t0 OVER LAP SLAB 5TEP AND -IZ_ DRYWALL TRANSITION BASE BD. 1(036(o) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I': 1'-0' NOTE: D A1UJIN & ON 11 °xlT &HEE7 UJILL@ 5E ONE HALF T14E 5C 4LE NOTED 5 1/4" CROWN 5 1/411 CROWN SCALE: 1' = I'-0' IxS ROUNDOVER W/ ROUTER WHITE PINE 1/2' DRYWALL 31/4' BASE BD. 2x6 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: P • P-0' IxlO ROUNDOVER W/ WHITE PINE ROUTER 1/2' DIRYWALL 31/4' BASE BD. 2x6 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN ' ` "o' TRIM DETAILS NW � O Nh Y/ zv M i. ej g U. W IN Q CD " o 1000 I* ` 4n a 'JOB NUMBER' 22066' CAD FILE ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP 150 STATE STREEC EAST OLC7 MMt. FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVMEVMCOM TAMPA • L7ENVER. EST.1994 -- TRIM LJ-1021 STANDARD - 42" H. ROSETTE 61 KNEEWALL 4 (OPT. LJ-6010 SHOWN) LJ-4040� RAILING NEWEL P05T Ix6 PAINTED 5A5E PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL -- LJ-4042 QUARTER TURN LJ- 045 LJ-4040 NEWEL P06T NEWEL P05t NEWEL P06T OPT. LIH-MG2KNUC44 _ WROUGHT IRON BALUSTERS LJ-1021 — ►--'"'�/ r, 1x6 PAINTED BASE ROSETTE PLATE LJ-6010 lxl2 SKIRT 3 1/4" 5A5E RAILING BOARD AS APRON LJ-5015 WOOD — BALU5TERS _ BASE CAP (3 PER TREAD) MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET Ix12 SKIRT — (OPT. LJ-8010 SERIES BOARD _ TREAD SHOWN) LJ-6095 OAK 1x8 PAINTED LINEAL COVE m RI5ER MOULDING LJ-8010MR1 BASE ---'" OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST —2 EA. - LJ-3015 RAIL AND P05T FASTENER GENERIC SWITCHBACK STAIR DETAIL N.T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. ?k INDICATES STRIP FLOORING TO PE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ-809O-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" I I `SELECT 2 1/4" STRIP FLOORINGS STRIP FLOOR LJ-8090-5 OAK — 5 1/4" LANDING LJ-4042 TREAD NEWEL P05T LJ-80110MRI OAK TREADS LJ-8010MRI OAK TREADS-7 RAILING LLJ-8010MR2 OAK TREADS RAILING LJ-4042 NEWEL POST GENERIC WOOD SWITCHDIACix STAIR FLOOR PLAN N.T.S. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING 514M) OPT. LIH-MG2KNUC44 i WROUGHT IRON BALUSTERS j LJ-4040q/� I. NEWEL PO5T r LJ-4040 NEWEL POST SECTION 1 I '�'� Ix6 PAINTED BASE �� v. lxl2 SKIRT PLATE CUT THRU .,���� BOARD WALL 3 I/4" BASE AS APRON ' RAILING LJ-1041/6 --- "'~� — BASE 5-TURN MOU D STANDARD - LJ-8014MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK 1x8 PAINTED LINEAL COVE RISER MOULDING BASE— -- LJ-8010MR1 PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ix12 SKIRT LJ-4042 BOARD NEWEL P05T -2 EA. - LJ-3015 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN05E 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 BALU5TER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL5 - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY, M05T JURISDICTIONS DO NOT REQUIRE HANDRAIL5 At LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, 6CROLL5, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1, ON UPPER FLOOR 5ALU5TER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MRI ������ �������������� `'FULL WT. WALL �� ��� ��� ��x ���. TREAD ---CARPET CARfi''ET STARTS TREAD AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL P06T GENERIC WOOD / CARPET STAIR FLOOR PLAN �I II Nn I� SECTION --- CUT THRU WALL LJ-1041/8 5-TURN LJ-5015 WOOD BALU5TERS (3 PER TREAD) LJ-80% OAK LINEAL COVE MOULDING BA5E PER TM LEVEL ----� "- 3 1/4" OR 5 1/4 Ix12 SKIRT BOARD LJ-3009- BRACKET Ix12 SKIRT BOARD `LJ-6010 RAILING I BASE CAP MOULD STANDARD - LJ-6014MRI TREAD FOR CARPET (OPT. LJ-8010 5ERIE5 TREAD) I6 PAINTED R15ER LJ-1040 / 1045 TURNOUT —LJ-4010 NEWEL P05T LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x 5TUD WALL w/ DRYWALL FIN. BASE CAP MOULD Ix12 SKIRT BOARD LJ-5015 WOOD BALU5TER5 (3 PER TREAD) LJ-8010MRI OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD "-- 2x12 STRINGERS' TYP. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L NOT TO SCALE LJ-404 42" H. Li-1021 NEWEL RAILING ROSETTE P05T LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS A5 APRON (3 PER TREAD) LJ-4042 WOOD TREAD NEWEL P05T Ix12 SKIRT BD. QC BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING BA5E PER PLAN PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.5. 3/4" MIN. HOLE DEPTH — FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING �\ LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALU5TER5 TO BE PARALLEL TO TOP RAIL W tD CV W N cq rn `" LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.S. 4 4 4 LJ-5015 LIH-HOLI5A5K44 LIH-HOL25ASK44 LIH-HOLIKNUC44 LIH-14OL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES -- RT.5. I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At In n in EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL P05T oe LINE OF 00 KNUCKLES TO r BE PARALLEL 100 TO TOP RAIL A LIH-HOL2KNUC44 (DOUBLE KNUCKLE, LIH-HOLIKNUC44 (51NGLE KNUCKLE) UST S `— LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. DECORATIVE METAL BAL ER (3 PER TREAD - ALTERNATE SPACED) KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE TYP. WOOD BALUSTER M ETAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL N.T.S. N.T.S. I" MIN, HOLE DEPTH FOR I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT In In n DEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) 36" H. RAILING 36" H. RAILING LJ-6010 RAILING LJ-6010 RAILING LJ-4042 LJ-4042 NEWEL P05T NEWEL P05T LINE OF LINE OF 5A6KET5 TO SCROLL TO BE 10, BE PARALLEL PARALLEL TO TO TOP RAIL / TOP RAIL LIH-HOL25A6K44 LIH-HOL50144 LIH-HOLPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) LIH-HOLI5A51<44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL NOTE: :-�AUJINCz& ON 111'x17" &HEET UJILL 5E ONE HALF THE &CALF NOTED N.T.S. LI-ALAKOI (2 EA. ADJ. KNUCKLE) ZZ DECORATIVE METAL BALU5TER5 (3 PER TREAD - 1 50ROLL AND 2 - KNUCKLES AND EQ, SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS, NW M N ►�. �d'r R 6 j ,- ��� L L -d �� 00 co Qa 'JOB NUMBER 24163.01' CAD FILE NAME MIN DETALS ISSUED 04-05-13 REVISED 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 SIRE" EAST OL[]SMMR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TANWA • DENVEFL ---tea EST.1994 ��*-- STAIR SHEET .SD. I I IT I -' IlII `: I I I ".