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HomeMy WebLinkAbout537 Red Rose Ln 17-3734 (a)�`y • • ••• �?j lam. 'V • P • co Lll •. i L11 0 a Z r•'►r r :. •y ; Q 4 �% • O GENERAL CON5TRUCTION NOTE5: � e o i I W Oe CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55 ARE TO BE CON51DEREID "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED: OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. ' OILING CON5TRUCTION: _ I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH I rT 11ATHrPNRprrVl= 4n HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING A55EMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH • F.B.C.R - 5TH EDITION (2014) R102.3.5. JOB NUMBER 27002.380 CAD FILE NAME LOT 316 T8 EXTERIOR FIN15HE5: ISSUED 11-28-17 INSTALLATION Of EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE REVISED OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG I6 GAUGE STAPLES ANASTASIA GARAGE RIGHT SPACED NO MORE THAN 6 INCHES; OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R10310 AND A5TM C 926. PER F.B.C.R 5TH EDITION (2014) R10310.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP 5CREED OR PLASTIC IIIEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL INCLUDED ELEVATION TRADITIONAL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.CRR 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO CONTROL UO IN I U: STUCCO CONTROL JOINTS TO BE INSTALLED PER ABTM C 1063-06 (1.11.4.1 THRU 1.11A.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE I AY LU K MUKKibkwo IN CON51DEIRED AS CONTROL JOINTS. EGRESS: I EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA50IA, 5HINGLE ROOF, ELECTRIC FEAT, 50 GAL. ELECTRIC WATER NEATER, 42 UPPER KITCHEN CA51NET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAYER ENTRY AND ACRYLIC AT LANAI, RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE $ANE0RG �3tq R! I QIVISION A PERMIT ISSUED SHALL EYE. CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS "UTHO�ti DE ANY OF TY Q EI�PROVISIONS OF HE TECHNICAL ,C) " PS, NOR SHALL, ISSUANCE OF .A PERMIT PREVENT SHE BUILDING OFFICIAL PROM THEREAFTF.P HEOUIRING A GORRFCTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CO P/WTTON TEST R-13-00 11 RED Results eo 4ac Ner'ified at Slab inspection S'A'f o\!'F0 R D 7 3 { 3 4 11-28-11 CREATED LOT SPECIFIC PLAN FOR LOT 316 IN THORNBROOKE 40'6, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: ALTERNATE STUDY, POCKET 5LIDER AT GATHERING ROOM, FRONT DOOR GLA55 IN5ERT, STAIR RAILING, FRENCH DOORS AT STUDY, 8' INTERIOR DOORS AT MAIN FLOOR, (3) MEDICINE CA5INET5, VENT HOOD / MICRO OUT5IDE, ADDITIONAL SINK AT BATH 3, TRAY CEILING AT OWNER'5 5UITE, (S) RECE55ED CAN LIGHT5, (1) CEILING PAN PREWIRE5 AND UNDER CAB�NET LIGHTING At KITCHEN, Y SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. ` 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 TOTAL WIDTH 30'-0" TOTAL LENGTH 75.-0" PLAN REVISIONS- 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE615TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. D RAWI N V INDEX WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE COV - GENERAL NOTES INDEX SPECIFICATIONS ME'THOD16TOBEUSED. DWELLING / GARAGE OPENING5: 1 '� LA SLAB INTERFACE P /` N THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE66 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS, 2A 1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 5NINGLE5 (IF APPLICABLE) : 2 B 1 - UPPER FLOOR PLAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND RW52.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO'UNIT5 VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR 2 B 2 - UPPER FLOOR P L../"� 1 V DIMENSIONS TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 486% TYPE IV OR A5TM D 61$115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. 3A1 - FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE) 3A2 - SIDE ELEVATIONS, ROOF PLAN,, BUILDING THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CL . Y ROOF TILE INSTALLATION MANUAL,FIFTH EDITION THE Vasa 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 SECTION OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDEIRLA ENT PER F.15L.R. - 5TH EDITION (2014) RW533 SHALL CONFORM WITH A5TM p 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM 3A3 FLASHING DETAILS D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED NPR ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATION5 OF RAS 118,119 OR 120. '"� d 3A4 - FLASHING DETAILS CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 16 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER 4A - MAIN FLOOR ELECTRICAL PLAN THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER TUB AND 6POWER AREA5: -T B � UPPER FLOOR ELECTRICAL P Lr'� N i. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD. (NO GREEN DOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS SACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TR - TRUSS STRAPPING PLAN PRoTEECTIVE N 1 - STRUCTURAL NOTES 1.PENETERMRA I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION/ SPRINKLER SYSTEM RISER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS 5WALL D15CHAIRGE AT LEAST i FOOT S1 - ''j' np DE 1 AILS STRUCTURAL (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOIINSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 52 -STRUCTURAL DETAILS MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUI;Nl5HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE6516LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER dd S^I' _ A STRUCTURAL11/\ DET /, ILS PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. S5 - STRUCTURAL DETAILS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL DR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE TD -TRIM DETAILS MANUFACTURER'S INSTALLATION INSTRUCTIONS D. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. SD - STAIR TRIM DETAILS EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 50FFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2B FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAP) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF x N aD MW 00 N^ I T Y/ co L LL L CCQ• 0 Q 0 �N M M Z � r � �N�rn DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST aDWAJk, R)MA 34677 813 925 1300 TEL 813.925.1800 FAX W W WnAVI5BEWS.CAM TA 4PA • nENVER EST:1994 THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PER" IITTED TO BE IN ACCORDANCE WITH THE 8005TER FAN MANUFACTURER 5 INSTALLATION IMSTRUCTION5. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM JS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2582 ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE .._.,..,,...,_,._,.,. BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TITLE • TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS ANY RREV15IONS OR CHANGES, NOT RELATED TO THE GENERAL NOTES CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY REVISION LOG OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. - REV. W — E9 P 4'-411 O 8"x8" FTG. W/ I - 15 �CONT. (TYP. AT LANAI) g11 4'-8" 4'-811 4 41-411 _ 4'-1011 2-5TORY I -STORY FOOTING FOOTING el ill 4'-411 41-01 1 41-411 D SI HB. t — I -STORY FOOTING (TYP.) i 20" H, x 16" W, CONC. MONO-FTG. W/ 2 - 5 CONT. REBARS PROVIDE i 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER BOTT. OF FTG. 1 1 SHALL BE 12" MIN. BELOW GRADE 20 -@ i — 811 all G.C.YERIFYACRYLIC V ON LANAI WIDEN FOOTING 8" AT POCKET SLIDER AND ADD lU REBAR O ■ 1 11 31-10 " N / "5@GAL. I Ir — I W.H. SI I I�[ ]J 16 WxIb1 DEEP FTG.-�4+i 1. 11 W/ 2 -'S CONT. 1 11 I I — 9 -1 3-9 11 8 I ■ YM/97 ELEVATION AT 0'-@" (ASSUMED) 3.5" THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ 6xb WL4xWl.4 MESH OR FIBER MESH OVER b MIL. VAPOR Q BARRIER ON CLEAN WELL - N COMPACTED, TERMITE TREATED, GRANULAR FILLS / /111/ /_LLI/ 21'-6" d, u; `I' 2'-6" \/ / \ II I K — �u TG. 16" Wxl6" DEEP FTG.—,,," W/ 2 - CONT. PROVIDE WATER �n LINE FOR ICE MAKER /� / // ggo` i OF l II 3 -b SLAB CJ. -- >r / i l l -------------------- i------------------ CJ. _ PITCH TO DRAIN ,� I> 181.611 i 11 ze)Q v <, "' LIA I PITCH I/8 / FT. �8"x8" FTG. W/ I - 05 CONT. (TYP. AT LANAI) 41_411 51-411i% n "' AA N IV 811 3A2 b ' ■ ■ 91.811 ■ 12'-3° NOTE: ALL SLAB ANGLES ARE AT 45' (UN.O.) 4'-11" 2'-111 — ------------- 3 n. 2-STORY FOOTING (TYP) 20" H. x 20" W. CONC. MONO-FTG. W/ 3 - 05 CONT. REBAR5 PROVIDE 25"MIN. LAP WHERE SPLICED AND WIRE TOGETHER 5OTT. OF FTG. - S. HALL BE 12" MINBELOW GRADE 28'-8" Ib" W.x1211 DEEP FTG, 5 W/ 2 05 CONT. SI / I I I 8" THICKENED EDGE I _ FOR SHOWER RECESS W/ I NO.5 BAR CONT. I I 411 P.V.G. — F'{ `"h 9'-2" AIR HANDLER s, LINES FROM `" — —UPPER FLOOR — — 3/4" CONDENSATION DRAIN BY PLUMBER v LAV~' T. 1 3°- / Pl \ 2'-5" �t 3/4"ICGGE55 3'-8' FOR ENTRY DR 16" Wxlb" DEEP FTG. W/ 2 - "5 CONT. ■ G0 14'-4" .m _ 13'-811 ��' . ..4� 3'-8" n, � ■ - 3 -6 x3-6 A/C PAD (SEE MECH. CONTRACTOR FOR LOG.) _ — _ 5'-211 t1-Q11 01 41_@II A1_A11 . 7 GJ- Y '1 I ■ ■ ■ ■ `�� 5-411 I -STORY FOOTING S11x8" FTG. W/ I "5 CONT. (TYP. AT ENTRY) 13'-8" 20'-11" -� 2'-I" I'-8" 4'.111 1 LAV. CLOF 2x4 WALL 41.211 31_I11 2'-811 54 3/4" CONDENSATION A f4l' P.V.C. DRAIN 5Y PLUMBER ■ 7811 ---- d' TILE SHOWER( "' SEAT RECESS A5V, 21-011 �, I \ \ 5'-611 'x` I I N cM�: WAIL aav—■ �., -� �� -� n DRI I WASHER I / \ t-c �- ■ I9'-@"CIO PAVERS — � — — - INDICAT561 ro PERT. RE5AR IN MA60NRY CELL FILLED SOLID W/ CONCRETE, VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG, BELOW PROVIDE 25 MIN. LAP WHERE SPLICED AND WIRE TOGETHER 41-011 4'-511 k 41_811 ELEVATION (-) 0'-31/4" AIR HANDLER II :ONDEN5ATION LINES FROM WALLABY, N BY PLUMBER UPPER FLOOR 4'-811 11 3'-8"11 4'-211 2'-411 52'-411 PITCH4 a � 4'-411 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * CID Z G r 00 s • C,�LI a!� d `pe,•' /111111 ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN, ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE 5UILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 3=1 1211 DEEP x3b"x3b" CONC. FOOTING W/ (4) S 5AR5 EACH * * * * * * WAY. 1=2 12" DEEP x24"44" CONC. FOOTING W/ (3) S BARS EACH WAY, G 20" DEEP x30"60" CONC. FOOTING W/ (3)15 BARS EACH WAY X w N00 M N� /A (0 ti N ai j!- LL L V m • 00 00 �NM yQh Z T /Qn • JOB NUMBER 27002.380 • CAD FILE NAME LOT 31.6 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROVP 00 STATE STREET EAST OUXMAR, FLORMA 34677 813.925.1300 TM 80. 925. 1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DE q\/ER. EST. 1994 F---- I III oil 1111r�/ Vortex Engineering, LLC, 607 S Alexander St., Suite 103 Plant City, Florida 33563 813,704.4842 FA 52683 - C00 28035 - Paul D, Kldwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE !, ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION P.50I OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- , ENGINEERED TW59 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE EWGINEER, SEALED 1'OR;7RU UI ONLY 311 12" DEEP x30"x30" CONC. FOOTING W/ (3) S BARS EACH 00) WAY, 2504 THE FOUNDATION 5Y5TEM HAS BEEN DE51GNED USING A MINIMUM ' 501L BEARING CAPACITY OF 2000-P5F (R40I. 4. I F5CR). ......�� • TITLE • FOUNDATION PLAN ■ INDICATES 105 ♦ INDICATES 2 _ FOUNDATION PLAN GARAGE RIGHT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3-P �311 H WINDOW CALL -OUTS (D 2611 12 5N 1/2 32 5H 22 514 32 5H W = 3911 13 5H 1/2 33 5H 23 5H 33 5-I 0 5111 14 514 1/2 34 51-4 24 5H 34 5H Z 6311 0 15 514 1/2 35 5H 25 5H 35 5H '—' z 12" 3 16 5H 1/2 36 5H 26 5H 36 5H G,G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, 1A W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PEGIFICATION5. Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (5INGiLE HUNG-51-1, CA5EMENT- 05MT, OR FIXED GLA55- RG.) s ALL EMERGENCY ESCAPE AND RESCUE OPENING5 SHALL COMPLY WITH R310 PER F.B.C,R - 5TH EDITION (2014). OPEN TO FAMILY ROOM ARCHWAY(A�T=YP. SCALE: 1/4" - I'-0" 0 UA ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE, INTERIOR (COLOR C PER CBS) FLAT LATEX A B O KNOCK DO% (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT O INTERIOR TRIM PAINT TO BE SMOOTH FIN15H TM WHITE LATEX SEMIGLOSS CEILING SECTION (T- LRAY1 SCALE: 1/2" = I'-0" BOTT, OF LINTEL - AT V-0" AFF. 3'-61'X3-6" A/C 1 I Y-6"44" A/C 1 PAD (SEE MECH. PAD (SEE MECH. CONTRACTOR I (CONTRACTOR 1 FOR LOG.) I I FOR LOC.) L__-J L-_-J STAIR 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 2-24 " 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MA50NRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONCJ. •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" D.C. MAX) �• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONCJ, ATTACH FOOT TO FLOOR: •• AT CONC. W/ 1/41' DIA, x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 6" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA, • LANDINGS 51 BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8 02 5YP, MIN, AT 161' 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 JOIST WITH (3) 0.131 x 31/2" RS, 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) 0,131 x 31/211 NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT I6" O.C. MAX. ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. it ATTACH JO15T5 TO LEDGERS OR BEAMS WITH 51MP50N LU626 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 51,155TITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 42" H. - RAILING 8" TRAY CLG. IN OWNER'S SUITE—� G.C. VERIFY POP-UP OUTLETS, SHIM A5 T T T;I T REQ'D. 'I 11 011 11' CA51NG 2x STUDS (PER STD, PLAN) BASE CABINET 1/161,0.5.5, BACKING 1/2 DRYWALL CALI. TOP SCALE: 1/2" - 1'-011 NOTE: AT VOLUME CEILING HATCHING INDICATES DOUBLE II UPPER FLOOR TPRU r%I1 EXT. T. W THRU WALL 42" H. RAILING FLOOR SYSTEM BEAM LINE OF 6'4' MIN. \ HEAD CLEARANCE BEAM FLOOR �+1 SYSTEM 3/4" PLYIID 3611 H. CONTINUOUS DECKING 2x STRINGERS 10.001, GRASPABLE cz (TYP.)cn RAILINCz -� I� �, RAILING U 11 1 N051NG I-F— co °' 4TORAGE ITYPJ UNDER -T 2xTREADS AND STAIRS Ix RISERS (TYR) 11 TREADS AT 10,0011 EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R3 T AND TANLE STAIR SECTION R3015 PER FB.C.R 5TH EDITION (2014). SCALE: 1/4" - I'-011 HANSEN BOX BELOW PRECAST LINTEL STAIR NOTE5: RAILING BALUSTERS $HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAI 5 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 R15ER HANDRAIL ENDS SHALL BE RETURNED OR 5HALL 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 HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION �c ENCLOSED ACCES515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 T.O.M. V-411 PAVERS T.O.M. 9'-411 A.F.F. FLAT HEADER AT V-0" A.F.F. T.O.M. 9'-411 A.F.F. T.O.M. 91-A 11 ARF. m L.00IR StRLICTURAL. L_ECEND rD 8" K.O. BLOCK FILLED WKI) "5 BAR OVER 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WI(I) '5 BAR. IA - 8" K.O. BLOCK FILLED WI(I) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL 105 BAR, GROUTED SOLID. • O _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/0J S BAR _ 8" LINTELS 5HALL BE FILLED, BELOW 8" K.O. FU BLOCK FILLED AND REINFORCED W/lU "5 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMP50N HTT4 CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) SIMPSON 1474 CONNECTORS AT BASE. ® - PROVIDE 2-PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP60N L5TAI5 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS 51-14L BE 2-PLY 2x6 02 SYP W/ 1/2" 065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON LSTAI2 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 6IMP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTELS LONGER THAN 6'-011 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 U.N.O. • ALL EXTERIOR WALLS TO BE CON51DEIRED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. -- RECOMMENDED MASONRY CONTROL JOINT. FS 105 S 2 "5 Yee e• ���e e © �co -� • 0 .. �� 0 4C ee e`e • • �` •ee••..se•• HATCHING LEGEND N #AV orm,e101--4 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 WALL51 R 13 • x Nw coo) 0 T W gMM &! Lm 0W L. L V Q 00 0 5000 �N c Q o�M zQ1 JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STRFXr EAST OIASMAR, FWPMA 3077 813.925.1300 TEL 813.925.1800 FAX W W W DAVISHEWS CAM TAMPA • nE-4VER --_­;� EST.1994 F:=_� oil 111 111 ��� 111 I11 Vortex Engineering, LLC, 607 S. Alexander St„ Suite 103 Plant City, Ron& 33563 813.704.4842 FL# 52683 - COO 28035 Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMFLIANCE WITH 5ECTICN R501 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITIM THE ENGINEER HA5 NOT REVIEWED THE PRE - EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONPITION5 AND RESERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION I5 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 � Z Uj o � C) ce m p� 0 O � 0 C:) LIB •'"""" TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS oil As MAIN FLOOR PLAN NOTES SCALE: 1/4" . 14' 2 GARAGE RIGHT • 91.811 11.811 =�r co t- J 29'-0° 15'-011 651-411 W-411 4 REFER TO 514W 2A1 FOR MAIN FLOOR PLAN NOTE$ x ro C Nm NW T O 2JM L L. m L L �Q• 0 0 c�� �M El :O01 rQh zQ� LO • JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL DSMAR, "MA 34677 813.925.1300 TEL 813.925.1800 FAX WM WDA lMEWS.COM TAMPA • DE ,% E EST.1994 e 111 111 111 ��� 111 111 Vortex Engineering; Ll 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 -- COA# 28035 Paul D, Kidwell, RE - I.HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO 5E IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA. BUILDING CODE, RE5IDENTIAL (Sth EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU65 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 9JPPLIED TO THE ENGINEER. ,\-5EALED FOR 5TRUGTURE ONLY 0 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS GARAGE "'fdff 2A2 II I TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 241' 3611 4511 WINDOW CALL -OUTS 20" p 1818 F.G. 2018 RG, 3018 F.G. 4018 F.G. Lu _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 36 1830 5H 2O30 5H 3030 5H 4030 5H Z 4811 0 1840 5H 2O40 5H 3040 5H 4040 5H H Z_ 6011 1850 5H 2O50 5H 3050 5H 4050 5H 3 12 ° 1860 5H 2O60 5H j 3060 5H 4060 5N �c C.C. VERIFr ROUGH OPENING5 FOR ALL WINDOW5, � WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F_ MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS UFFER FLOOR 6TRUCTURAL. LEGEND - PROVIDE (3) 2x4 STUDS W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE. ® — PROVIDE (3) 26 STUDS W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE. Og — PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON 115TA30 STRAPS. 10 — PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON LSTAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 02 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5705 AT EACH END WITH (1) SIMPSON L6TAI2 STRAP. THE JACK-6TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP60N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64" FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES ALL LVLS TO BE PO-2950 PSI MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 UN.O. - ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE516TING COMPONENTS 0 NOT A SPECIAL FLOOD HAZARD AREA CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER P.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER P.B.C.R. - 5TH EDITION (2014) R3122 K ro N00 � O NW N Mh N `+C% L s J a 6 ` �LLo) 00 0 �QM�N rQ� zQ� JOB NUMBER 27002.380 CAD FILE NAME LOT 316 TB ISSUED 11--28-17 REVISED ou DAVIS BEWS DESIGN GROVP 150 STATE STR.EEC EAST OLDSMAR, RORIDA W777 813.925.1300 TEL 813.925.1800 FAX W W WMAVISBEW&COM TAMPA • DENVE1i EST.1994 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S. Alexander St, Sulte 103 Plant My, Florida 33563 613704 4842 FA 52683 - COA# 28035 - Paul D. Kidwell; P.E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED 0E516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA WILDING CODE, RESIDENTIAL (I EDITION). THE EN61NEER HAS NOT REVIEWED THE PRE- ENGINEERED TRO55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING GONDI7ION5 AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �5EALED FOR 5TRUGTURE ONLY 2582 TITLE • UPPER FLOOR PLAN NOTES DETAILS • • K NCD 4 o�/� N W • T L v; LL � .� 00 pro r OMw �,aM $ < z r 4d fQ^ LO I�.��.���I�MI�1�•.111 • JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, MORMA W77 80.925. 1300 TM 80.925.1800 FAX WWW.DAVIS13EW&C0M TAMPA • E>Er,- R -- BST.19" 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St., Suite 103 Plant City, Ron& 33563 813.704.4842 FL# 52683 - COA# 26035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE HITH SEOTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHANCES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2582 • T1 TLE • UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z IHIOUtIAIL 'OHUM; IHt ITML;AL IHILICNt55 ,a OF ALL RAISED TEXTURED FINISH BANDING LU AND SAND FINISHED KEYSTONE5 (WHERE ` > APPLICABLE) IF THICKNESS IS TO BE V5 Q DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.IR - 5TH 3/411 EDITION (2014) 1 AND A5TM C 1063. THICK THIME55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-011 �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A80YE 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 HN15HED 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 FB.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209O PER FB.C.R. - 5TH EDITION (2014) R3122 6 12 /SHINGLE 2 ROOF G.C. VERIFY 12 ALUMINUM OVER SWINDLE 2x6 SUB -FASCIA ROOF PLT. HT. (TYPICAL) Lt 4" BANDING (TYP.) stucco ZSTUCCO I'-411 W. x 54" W FIN15H FINISH DECORATIVE 7 FIXED SHUTTERS C 4" BANDING (TYP.) 6 12 /SHINGLE 6 12 4INGLE 12 6 SECOND FF. LINE � ROOF ROOF T.O.M. 8" BANDING 6'I BANDING 411 BANDING TEXTURED ❑ ❑ ❑ ❑ FINISH a, ❑❑❑❑❑❑ ` TEMP. E] F71 MAIN FF. LINE 1+ GRADE LINE 411 BANDING G.C. VERIFY GLA65 (ASSUMED) DOOR SURROUND INSERT FOR FRONT DOOR NOTE: ALL BANDING 15 TO BE RAISED SAND FIN15W FRONT ELEVATION_ SCALE:1/411 = 1'-011 PLT. HT. 1'-4" W. x 5'-0" W. DECORATIVE FIXED SHUTTERS SECOND F.F. LINE 8" BANDING COACH LIGHT TEXTURED FIN15H MAIN F.F. LINE GRADE LINE (ASSUMED) c `011111111111 • r 0 � INCLUDED ELEVATION - "TRADITIONAL" K ro w C Nm M 0 N� 'w d' ' n v/ Lo co m j ;g LL� L. ` �Q• 00 ='- 0 0 W CO 3�E z< tw�ANo � JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 T8 ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP I50 STATE STREIET EAST OL.DSMAR, MORIDA 34677 813.925.1300 TEL 813 . 92.5 . 1800 FAX W W WnAVISBEWS.CAM TAMPA • DE 4VEP ---zz� EST1994. I Vortex Engineering, LLC�'' 607 S Alexander St., Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - C0A# 28035 - Paul ,D, Kidwell, P.E. - IHEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5I6N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R501 OF THE FLORIDA BUILDIN6 CODE, RE51MKTIAL Oth EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- . EN61NEEREP TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE R16HT TO MAKE ANY CHANGES AFTER TRI65 LOAD INFORMATION I5 5UPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY 0 � Z w � O � � oC m � � O o � �o O M C) Jj 2582 • 77TLE • FRONT ELEVATION DETAILS LANAI ROOF ---------------=--- -------------- — VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. 4:112 I 0 . HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 6-12 I _ -- _ _ _ _ - HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. 6:12 i ACTUAL SOFFIT VENTILATION = 124.8 SQ. IN. I I .4 I I � I aQ I I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ. FT. I I I X 144 = 703 SQ. IN, 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ, IN. I I I I I ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. yio I I I I I I 6.12 I s;� I �i \-----------------------A—, _, LOWER ROOF VENT REQUIREMENTS I i i VENTILATION CALCULATIONS -'-------- 6:12 ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I +6:12 X 144 = 254 SQ. IN. TYR i i HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. OVERHANG # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP I (UNA) i �e yiO , i HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. I j ACTUAL SOFFIT VENTILATION = 381.3 SQ, IN. I AA ROOF PLAN SCALE: 1/8" - 1411 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING � NOTE: I HID IJC 1 AID. DHL)WO I HC I I I" L AL. I HIL NNCDD OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE X y APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL 6E CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/411 EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R 5TH EDITION (2014) R103.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-011 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALT. NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F`2090 PER F$.C.R. - 5TH EDITION (2014) R3122 126 GIRDER ROOF TRl1S5ES TRU55 12 AT 24" O.C. 6� (TYPICAL) ®� E ❑ ❑ ❑ _ ❑ E Z 2-5TORY GILDER ro 12Fr BR. 3 E E L a' VOLUME 12 ab �■o�oi�ui�i�umuiwiniaii*imniinwnu ;\ FLOOR SYSTEM M „GATHERING SECTION AA SCALE:1/8" - I'-011 ro 1aro GIRDER 6 12 TRU55 `��11111/►�°0 ..Q�CO . cif ,. v� 111 �, e 12 LSILE Q6 SHINGLE ro ROOF/ ROOF PST. PT. � PLT. HT. 0-TEMP. _ LSTUCCO - F N15H ZSTUCCO c° FINISH 7 «� * zn zn +' 5NINGLE ,/ 12 ROOF 12 LSHINGLE ab SECOND F.F. LINE _ SECOND F.F. LINE _ SECOND FF. LINE ell 2 ROOF _ _SECOND FF. LINE T.O.M. T.O.M. _ a� /TEXTURED _ /TEXTURED T FINISH 7 EMPB FIN15H 7 6, Al zo �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ '' _ MAIN F.F. LINE_ GRADE LINE GRADE LINE (ASSUMED) G.C. VERIFY GLASS (ASSUMED) INSERT FOR FRONT LEFT ELEVATION, DOOR SCALE:115" -- I'-011 2 12 6 1� -SHINGLE 12 Q6 ROOF 6 SHINGLE PLT. HT. ROOF PLT. HT. e STUCCO LSTUCCO 0 On FINISH r' FG. Fps. * FINISH] �' 12 SECOND FF. LINE —SHINGLE 811 _SECOND PP. LINE u' T.O.M. ROOF ua TEXTURED z, FINISH MAIN FF. LINE TEXTURED FINISH MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/6" = 14" 6 12 Q6 6 12 LSHINGLE ROOF Q6 SHINGLE ROOF PLT. HT. _ PLT. HT. b zSTUCCO LSTUCCO 12 6 SHINGLE FINISH% / -STUCCO FINISH SHINGLE FINISH I�2 a SECOND FF. LINE_ _ ROOF g�� SECOND FF. LINE ROOF 8 ll 4 SECOND F.F. LINE D.M.TT.OM. 2'-011 LTEXTURED XTURED /TEXTURED /It: FINISH 7 �l FINIS+ 7 �-1 v, FINISH �7 � RED-TEt' FINISH 7 �l MAIN FF, LINE _ - - - - - - - - - - - - - MAIN FF. hINE GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION - "TRADITIONAL" GARAGE RIGHT X m w C N0) M O NiW V T L co 0 `■ ¢ Q • 00 ?OM �N s >.E z�M JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAM1'A • DEr- E �EST.1994 o-=� 111 Vortex Engineering, LLC, 607 S, Alexander St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 — COA4 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OE516N, AND FIND IT TO BE IN COMPLIANGE WITH 5ECTION P301 OF THE FLORIDA SUILDIN6 CODE, RE51OBTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE R164T TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 7FLIED TO THE. ENGINEER. �51=PALED FOR 5TRUGTURE ONLY N mom � z � O C) m 2 0 MF- } C)QL J r 0 TI TLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG.HGT M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW 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 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 2" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND'RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING EXTERIOR FINISH � PER BUILDER i PROVIDE SELF ADHERED - FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 9 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 4�1Ty� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sT WEATHER RESISTIVE BARRIER 0-16 �PFi 7 SILL PLATE (SEE DETAIL B W" 2 FOR OPTIONS) 10 s`s - 4 CORNER PATCH 0 FLASHING 4 O T FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL S6A��R UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER ER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILT PLATE 2 1 FLASHING 2 i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL (ASSEMBLED WINDOW) FLASHING NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING TFLASHING. I 2X8 TRIM BOARD I I I STUCCO "J" MOLD SHEATHING AND UP WALL BY 6 `- SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY �- 2X EXT WALL �- FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (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. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES, 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. I�1��1�111�1 x N� MW O Nn �t y ��M i. L. L Q • 00 �0M E�N �Qr: T L0 • JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP W STATE STREET EAST OLD6MAR, MORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVE 1 EST.1994 IIII� 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2582 6. AT WALL AND ROOF INTERSECTIONS. TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLASHING DETAILS —SHEATHING -TEXTURE -FINISH COAT —BROWN COAT -SCRATCH COAT -SELF-FURRING LATH -TWO LAYERS WRB -WEEP SCREED -TEWINATE SELF WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS - UNDER DECKING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �c N. 7 i SELF ADHERED FLASHING ' WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. QI III Milkit' DAOCR ADHESIVE FLASHING (SEE DETAIL WP07) SUBFLOOR . -`-•, AT LOWER N05E OF M.W.W.5. —SELF ADHESIVE RIM JOIST FLASHING —MASONRY BLOCK WALL SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT, FINISH SILO POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING --�� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING 'el / ° NAILING FLANGE DO NOT FLASH OVER—/ BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-l" BEAD OF CONSTR. SHEATHING INSTALL NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED i3<l, RELEASE PAPER SELF -ADHERED FLASHING, a (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) - SELF -ADHERED FLASHING / \ SELF -ADHERED ;u a FLASHING SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER .., •_.. ,.• .�.., ...,... , "� i i CONT. GALV. S�L;� EXTEND MIN. OF 6": jJ / �`////%// MANUFACPER TURES TEXTURED, PAINTED EXTEND MIN. OF 6' EXTER. WALL FINISH OUTSIDE OF FLASHING � --ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6 DIVERTER S r:;• M FLASHING as:"t:i;` .• •' MS,. DRIP EDGE ;1a FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR a:' a� AI rr t ��t i!t r: o•, t t t t t t ti t t t t w FINISH 2" ABOVE ROOF t, . J. °''ri.Y�:h':�a� at at•�t �t �. a .". a a a �t tt a st';t �:::' a i Eta:: tr itrt;�nwa�i�Ki :::"o:i: •;; " FLASHING I%"n, d�` .d` t : a • r ;'ly :. , CAULKING a.• \ \ ;.f,47; ,? :;>a, : :: is \\� '4'i ''il;; il.t`�1.i•�>.; :t � Je;:I i; �J.v: J J Jr• •l.i; it• it..a 1 f if ifu i 7Js; .Y 1•:t�y.: at,�t�t J Yf it a' i�i�S7w.�'•.4 .4jq,. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 0\1 FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE \N� "'--- FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER MANUFACTURES N JL�LSPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF - SHINGLES W/ TAR SHINGLE PER CONTRACT METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT lEyFgo�s c!F ROOF EAVES s� 711>" O'�V/+ss j'v F O�cK c �! q Roo CO so TYPICAL ROOF TO R o \ WALL FLASHING DETAIL q,Q �NjO 5iN co000RSE 3Ro 000o G taRs� \ ARSE Go \� RAKE METAL DRIP EDGE z2 29' TO BE OVER e' '~ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2 DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE j CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 6 3 CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING. PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 - APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 - BUILDING PAPER -7/16" O.S.B. SHEATHING METAL FLASHING 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1 /2" TO 2" ABOVE ROOF SHEATHING 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 �.o.o BLOCK SCREED , • o,o INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED - FLASHING PATCH )UBLE JOIST .AM BELOW )HERED FLASHING SELF -ADHERED FI 9 *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. x 0 N� M N� O 'A M h V/ N Lo IL In L. La a . O �H0 0 l000 E V n co zQ� Lo JOB NUMBER 27002.380 CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLIXMAR, FLORIIMA W77 813.925.1300 TM 813. 925. 1800 FAX W W W.DAVISHEVV&COM TAMPA • LDENVER EST .1994 � Ln 0 o � m � � O o g � O M Q r Lj 2582 • TITLE • FLASHING DETAILS mil x w L CTfR I CAL <� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE (C� RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST PAN - , EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) C] PUSHBUTTON SWITCH (OPTIONAL) (i CARBON MONOXIDE DETECTOR sn SMOKE DETECTOR sn SMOKE / CARBON MONO. COMBO DETECTOR I-< TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) F — — — - F — — — 7 �(/> ROUGH-N FOR OPT. CEILING FAN v l> c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V G J ROUGH -IN FOR OPT. CEILING FAN L — — — I I._ — _....._ J NOTES 1. PROVIDE AND INSTALL GROUND FAULT CI IT -INS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (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 SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE GPL I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N,E.G, 2011, F.5L.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5URNING 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. & ALAIR15 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. THRU EXT. WALL LbHl 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE D REFER TO FLOOR TYP. 014 AND'12 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL MO COPPER TO WATER HEATER UNDERGROUND V COPPER TO RANGE SERVICE BY POWER COMPANY 14 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. VENT H000 AND MICRO TO EXTERIOR G.C. VERIFY MICROWAVE UNDER CABINET LIGHTING OUTLET +14"----, W.P. G.F.I. FOR T.U:G, SERVICE COACH AM L ELEC. 200 AMP qIGHT GF.I. PANEL AT 4B IRRIG. \ GARAGE � I �ly I I ( I L— — — — — — GF.I. COACH AT 48" LIGHT Gr,. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES Nod C N °° MW 0 (N} T N 8MM ` L. L a • 0 O p M. < M 0 Z T JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWnAVLSBE VS.CAM TAMPA • 0E2sJVER. EST,1994_ 14 • �TI TLE • MAIN FLOOR ELEC. PLAN • EET • MAIN FLOOR ELECTRICAL PLAN id A GARAGE RIGHT 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50YE COUNTER K)j., WEATHERPROOF DUPLEX OUTLET GROW FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THEE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0 RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT cED FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN ;b. EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) CANON MONOXIDE DETECTOR so SMOKE DETECTOR SMOKE / CARBON s� TELEPHONE MONO. oNE IOPl'IONAL)COMBO DETECTOR ® TELEVISION (OPTIONAL) QQ THERMOSTAT N ELECTRIC METER JmmL ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c11> ROUGH -IN FOR OPT. CEILING FAN V J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUFTERS (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14' TELEPHONE.. J4" (UNLESS A5V COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A,F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GE.1) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, FBLP, - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PUR POSE& & ALARMS SHALL RECEIVE THEIR PRIMARY POWER PIDM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL NAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY LOCATION AND QUANTITY OF RECESSED LIGHTS AT LOFT ROUGH -IN FOR OPT. ® lil \ ROUGH -IN FANLIGHT / FOR OPT. \ \> FANLIGHT L � \ BEDROOM 3 I DOW TO LOFT SWITCHES 1011\ So gip; 1 — — — — — — — — — SD CM - b I CM � WALL( 8 - o AJI. MNT. 1 SD _�' ' — — — -- — - DISC. _ _ O, r—� / I � LIGHT AND � so BEDROOM — 0 �. INUATCTIC � , /'� � � PT.. ROUGH -IN <\ \ MAKE- L� "-- - �""" FANLIGHT FOR OPT. FAN/LIGHT \ LIGHT \ G \% WAL _ MNT. BATH 3 ® </ J BEDROOM 4 BATH 2 WP. DISC. GF. — — — — — — — — — — — — — — - - - \1 / 1 G.C. VERIFY ALL SMOKE DETECTORS 1 TO BE HARD -WIRED 1 1 ----------1— G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES UPPER FLOOR ELECTRICAL PLAN. GARAGE RIGHT X 0 W N ao MW 0 Nm I cQ�I�M r� L dJ� U. a L. LL Q . 0 0 co c o M 10 u, Q M g it Q 410 U)m • JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWM;L, FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W WMAVISBEWSZOM TAMPA • DEIWER. EST. 1994 F 2582 • TITLE • UPPER FLOOR ELEC. PLAN 1;1®p)II 14I®411 301-011 -------- _ _ .... FRAMING FASTENER GAPAGITI LEGEND SIMPSON MT6MI6, 20 - (1)10d w/ (4) I/411 x 21/4" TITEN (TYP. 12 51MP50N HIO - l8) Sd X 11/21' (TYP. 5YP FRAME) FRAME TO MASONRY) 51MP50N METAIS-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 51MP50N MT512 - (14)10d 11/211 (TYP. 5YP FRAME TO FRAME ALL-AROUND) O SIMPSON M5TAM24 - (9)106 w/ (5)1/411 x 21/4" TITEN (TYP. 5IMP50N L5TAI8 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) 511 LTT205 - (10)-10d + 1/2" x 10'' A.B (TYP. FRAME TO 15 51MP50N HT520 - (24)10d 11/2" or (20)10d (TYP, 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O 511 HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 1(o SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) ® 5101f 5ON H114 - (1) 5/V dla. A.B. + IS-lbd BULT IN 5IM! 5UN 5ET EPDXY. EMBED AB. 5" (MIN.) INTO CONCRETE OR MASONRY KO, BLOCK SET, (TYP, 5YP FRAME TO MASONRY) O SIMPSON MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" )MIN) INTO MA50NRY K.O. BLOCK SET IN 51MP50N SET EPDXY. (TYP 2-PLY TRUSS HEEL TO MASONRY) (39650) ® 5IMP5ON MGT - (1) 5/8 DIA. x 611 ATR + 22-10d EMBED ATR 5 5/8" (MIN) INTO MASONRY K.O. BLOCK SET IN 51MP50N SET EPDXY. ® SIMPSON MSTAM 36 - (4)1/4 x 21/411 TITEN TO BLOCK AND 1-10d TO FRAME ® SIMPSON LGT3-606 25 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/811 x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP, FOR 3-PLY TRU55 HEEL MASONRY) -- IMP5ON HTT5 - (1) 5/811 DIA. A.B.+ 26-16d BOLT IN SIMPSON SET PDXY EMBED AB 5" )MIN) INTO CONCRETE OR nil )MIN) INTO 1 T (2) 51MP50N MTS18 - (14)10d 11/211 AT EA. STRAP (TYP. 5YP FRAME TO FRAME) 18 (2) 51MP5ON HT520 - (24)10d 11/2 1' AT EA. STRAP (TYP. 5YP FRAME TO FRAME) 19 51MP50N 6T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 20 (3) 51MP50N HT520 - (24)10d 11/211 AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) 21 (4) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME ALL-AROUND) 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES SIMPBON HTSMI6 - (8)10d w/ (4) I/4x21/4 TITEN (TYP 5YP FRAME TO WIN • K 0 w NOD MW 0 N(�m • T N O h N M NSW L L- cc a • 00 c�0 E�N D 0 M Q1c) Q • JOB NUMBER 27002.380 • CAD FILE NAME LOT 316 TB ISSUED 11-28-17 REWSED MA50NRY K.O. BLOCK SET, (TYP, 5YP FRAME TO MASONRY) 24 C.M.U. ALL-AROUND) I0 SIMPSON HGT-2 (2 ply member)-(2)3/411 DIA. A.B. + 16-10d EMBED A.B. 2� SIMPSON MSTCM40 W/ 114166 SINKERS AND (10) J" x 2 J" TITEN INTO MASONRY K0, BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET 9CREW5 EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 2� " " I1 SIMPSON NGT 3 (3 ply member) 51MP50N M5TCM60 W/ (26)-16d SINKERS AND (14) x 2 TITEN l2) 3/4"DIA, AB.+ll6)10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMP50N . 'L SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) O NOTES: — w z I. TRU56E5 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL Q j REFER TO THE FINAL TRU66 ENGINEERING PACKAGE FOR CONSTRUCTION eALTE GREATER �HANSTRAPPING: TSTRAPPING I HE LOAD VALUE OF THE 5TRAPPN LISTED. TO OR i/,dd ••* ''� ``er�� 2, CAPACITIES ARE AS PER 51MP6ON STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER To PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TU55 D51N NOTE: ADDITIONAL DELEGATED TRU65 MANUFACTURER'S INSTRUCTIONS MAY FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTPERW15E: I: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE 51MP50N META20 (AT EACH TRU55) W/ (7)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N HETA20 (32" O.C. �9)10d x 1-1/211 (",SEE STRUCTURAL SNEETS FOR ADDITIONAL STRAPPING REQUIREDso) IUN.OJ 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP50N HIOA W/ (16)10d x I-1/211 OR 51MP50N HT620 W/ (24)10d x 1-1/211 (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMPSON M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M6TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR L-EDGER6 (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4'' DIA. x 3" TAPCONS 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 818TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0,131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x S" AB AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC2,5 AT FACE ATTACHMENT OR HTSIro AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD525600 5CREW5 AT EA. STUD Oro" O.G. 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. LEDGER E (LE) - (2) 2x12 PT W/ 5/5" DIA. x 8" A.5. AT 12'' O.C. STACGERED 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 TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LP) - 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 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" 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. NOTE: AT LEDGERS C OR D. HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PAY OR 3 PLY HA GERED TRU55 ATTACHMENT, RESPECTIVELY U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGHT Fill 112 11111���11 111 Vortex Engineering, LLC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - CAA# 28035 Paul D. Kidwell, RE, - I HERE6Y CERTIFY THAT I HAVE REVIEWED THE ATTACHED 0E516N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIOA BUILDING CODE, RESIDENTIAL (5th EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- . ENGINEERED TRU55 MANUF.. LAYOUT TO DETERMINE ANY WAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY 6HANSE5 AFTER TRU55 WAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �5EALED FOR 5TRUGTURE ONLY 14 • TI TLE • TRUSS STRAPPING PLAN •' SHEETTR • GENERAL NOTES: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULE5 (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST SE APPROVED BY THE ENGINEER OF RECORD: • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRU55 ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE LAYOUTS DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED BET OFALL CALCULATIONS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED TNE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS 6 THIS TIME 4 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 SE DESIGNED USING THE 1" 105T RECENT TPI CRITERIA. TRUSSES TO SE HANDLED 4 INSTALLED USING MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL SE PER MOST RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO 5r= DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. + NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT 5A5ED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRU56 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 1.6 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF TNE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE-5TRE58ED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S N IUSE REVIEWED 5ASEF-) ON DULE LOAD INFORMATIIOPROIDED BY GAST CRETESOF ACRETE LINTELS OR EQUIVALENT 15 REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURrED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION P RP05E5 ONLY. • THE INFORMATION SHOWN 15 THE RESPON5I5ILITY OF THE MANUFACTURER: THE MANUFACTURER IS RE5PON815LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 18 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER 5 5PECIFICATIONB SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE55URE5 REQUIRED BY THE SEALED PLANS. +• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY CRAB A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. r-RAMING DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED e 1G" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRRYWAL . • 2 STORY HOMES W/ HA51TA15LE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL L FRAME GARAGE W,4L.L5 TO B 1/2 DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST SE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE -i/S" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLES5 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R`805.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 6PEC5 * FBCR 905.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO SE DONE AL ALL ROOF TO WALL CONNECTIONS, BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENING 5 SUCH THAT IT SPANS THE OPENING 4 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" SIMPSON TITEN HD ANCHORS 6 24 O.C. W/ 4 LAP ONTO BRICK SUPPORT ON EITHER 61DE MINIMUM. ANGLE SIZE PER S.I.A. 4 F.S.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5 X5 X3/S STEEL ANGLE W/ 3/8" DIA, X 4" LAG SCREWS a 12'' O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER S.I.A. 4 F.S.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL SE INSTALLED IN ACCORDANCE WITH THE TM5 4021ACI 530/ASCE 5 AS APPLICABLE. + VORTEX ENGINEERING, L.L.C. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORRMATION, AS 5R1CK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE SEEN ASSUMED TO REQUIRE BRICK/STONE SEARING ON TRUSS SYSTEM BELOW, TRU65 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHING8, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. + THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. 51MUL,4TED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES- I.I. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (AGI 318). 1.3. AMERICAN CONCRETE INSTITUTE Cr- MASCNR`' STRUCTURES (TM5 402/ACI 530/ASCE 5). 13.1 THE MASC:NRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403) 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE51GN LOADS FOR BUILDINGS 4 OTHER 5TRUCTURE5 (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF 5TRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRU55 PLATE INSTITUTE (TPU LATEST EDITION. 1.1, NATIONAL DESIGN SPECIFICATION FOR WOOD CON5TRUCTION (ND5) LATEST EDITION. I.B. AMERICAN PLYWOOD ASSOCIATION DE561N CONSTRUCTION GUIDE, (APA) LATEST EDITION 2. DESIGN CRITERIA: DE51GN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF SURFACE LIVE: 20 PSF ROOF 5U1<FACE DEAD: 1 PSF FOR 5HINGLE OR METAL, 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTIC5 SERVED WITH FIXED 5TAIR5: 30 PSF 2.2, FLOOR LOADING: GENERAL LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROO"15 LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 23. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUA DRAIL5 IN -FILL: 50 PSF 5TAIR5 LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE R301B SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 P F AT ELEVATED FLOORS; CONTACT ENGINEER FOR RECOMMENDATIONS 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL 9;;�E55URE 15 A55UI-ED TO BE 2,000 PSF AS PER TABLE R401.4.1 32. THE FOUNDATION 5Y5TEM FOR THE ATTACHED PROJECT IS DESIGNED FORA MINIMUM ALLOWABLE 501E BEARING 155Ut2E OF 2000 PSF. 3.3. IT 15 THE CONTR c-TOR'5 iE5PON8181LITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 41 OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI 5TANDARD5. 42 CONCRETE 4 MINIMUM CC 551VE STRENGTH GE 2t= psi is 28 DAYS (UXO.). 4.3. REINFORCEMENT REBARS A5TM A615 GRADE 60 (UXO.) 4.4, WELD WIRE FABRIC (UT A5TM A185) or FIBER MESH PER A5TM CI116 TYPE 111 4.13, USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD) 4.5, LAP SPLICES 4 HOOK5 SEE TABLE. 5. MASONRY: 5.1, MASONRY CONSTRICTION 4 MATERIALS SHALL CC7+OR"1 TO ALL REQUIREMENTS OF, SPECIFICATION FOR .MASONRYSTRUCTURES (ACI 530.1/46CE 6/TM5 (o02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMlWaTON HILLS, MICHIGAN 4 THE AMERICAN 50CIETY OF CIVIL ENGINEERS, RE5TGN, VIR 31NIA: EXCEPT A$ MODIFIED BY THE REMIREh1ENT5 OF THESE CONTRACT DOCUMENTS, 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES:_ 5.2.1. TESTING CF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT f;r=QJIRED BY ENGINEER FOR THI5 PROJECT. 5.2.2. CCMPRE551VE 5TRENGTH REQUIREMENT 15 f'm=1500 PS. 5.2.3. DETERMINATION OF C:OMPRE551VE 5TRENGTH 15 THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH A5111 C:416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 8" 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5,3.2, MASONRY UNIT MATERIALS SHALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT. 53.3. REINFORCEMENT, PRE-5TRE55ED TENDONS, 4 METAL ACCE55ORIE5 SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED A5' 5i=ECIFIED ON PLAN SET. 5.3.5. 5TAINILE55 STEEL IS NOT APPLICABLE. 5.3.6, COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORR0510N PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PE-6TRE551NG ANCHORAGE, COUPLER5, 4 END BLOCKS ARE NOT APPLICABLE. 53.a JOINT FILLERS ARE NOT APPLICABLE. 53.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIP'E5 4 CONDUITS ARE NOT APPLICABLE, 5.4.2. ACCE550RIE5 ARE NOT APPLICABLE. 5.43. MA5CNRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE F;eC01-ENDATION5 ONLY, UNLESS CLEARLY DELINEATED A5 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS 51-ICWN ON THE FLOOR PLAN AT A MINIMp`1, SLIT SHOULD FOLLOW THE PROVI5ION5 OF TM5 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORCANCE WITH E/51, HOWEVER ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNIKEYED CONTROL JOINT (3/8" )', AND 'MICHIGAN CONTROL JOINT'_ 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRE55ED 546,4 SHALL BEAR THE GRADE 6TAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, 5EA50NED, 4 FREE FROM WARP. 63. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED I@ BEAM OR GIRDER TRU55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. NOT USED 6.33. NOT USED 63.4, ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER 6.3.5. INTERIOR LOAD BEARING (IF APPLICABLE) WALLS 5TUD5 TO BE SPACED a 16" O.C. 4 SHALL BE S.Y.P. OR BETTER 63.6. TYPICAL AT ALL LOAD BEARING 5.Y.P. COMPONENT5, #2 GRADE SHALL BE USED FOR 2X4, FOR 2X DEPTHS GRATER THAN 2x4, •2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE "2 GRADE U.N.O. 6.3.1. INTERIOR NCN-LOAD BEARING WALL5 SHALL BE UTILITY GRADE OR BETTER 6.3B. INSTALL BLOCKINCa IN ALL WALL 5TUD5 OVER 8'-0 6 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 6 4'-0 O.C. AS 61-M IN DRAWINGS. 6.3.a ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P DOUBLE TOP PLATES 4 SHALL BE FASTENED PER P/53. BOTTOM PLATE5 SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 5000# TO BE CONTINUOUS THRI TOP PLATE TO GIRDER &A ALL LUMBER IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE 9RE5euRE TREATED OR NATURAL DURABLE WOOD. 6.5. PRE58URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. I1-W-511 4 5ARE THE AMERICAN WOOD PRE5ERVE5 INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE 5P4N RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICI4NE55.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING 5CHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX SPAN / TILE, MIN 1/2" THICK APA RATED SUPPORTED OVER 24" MAX SPAN 6.6.2. WALL: 1/16" MIN, THICK 5UPPORTED OVER 24" MAX SPAN 6.6.3. FLOOR CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURRR5 RECOMMENDATIONS. 6.1. ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6,8. ALL CCNWECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON 5TRGN6 TIE CO., USP, OR EQUIVALENT. SUBMIT CUT 51-EET5 FDR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRE5CR15ED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING O= THE ROOF SYSTEM SHALL BE INSTALLED PER 15C51 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF 5Y5TEM (U.N.O.) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD C.ON5TR.ICTION 6.11. INTERIOR SHEAR WALL SHALL BE COINSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 10752, ATTACH TO 6LA5 WITH 1/2" DIA x 10" AB, 6 24 O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 81MP5CN 5D525600 w 24" O.G. MAX TO FLOOR TRU55E8 OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 61MPSON HT81(o OR TO BLOCKING ABOVE -9 24" D.C. AS PER DETAIL 'P/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIF=IES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE a) LEAST 1'-0" FROM BUILDING 51DEWALL5. • IRRIGATION/6PRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 5IDEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE 155UED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM 6 MIL.. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST 5E REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5U5TERRRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD; TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING 5PECIFIC4TION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR 5OLT5 O PP T O (THE EOLLOUING $µALL APPLY 9NA2) • IF Ix - ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KD BLOCK COURSE MA50NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x SHALL HAVE A MINIMUM EMBEDMENT OF 5" BUCK. • ALL 1/2" DIA. OR 5/6 DIA. A.B. INTO THE 51DE OF FILLED MASONRY • IF 2x - ATTACH TO MASONRY w/ 1/44" x 3 MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" ANCHORS 6 12" O.C. w/ MAX. 6" FROM END OF BUCK , ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL (TYP, ALL 2x WINDOW BUCK ATTACHMENT.) SHALL HAVE A MINIMUM EMBEDMENT OF 6". 01ITATION5 (THE FOLLOZLY U.N.OJ • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DE51GN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH ED., AND IS NOT RE5PON518LE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC,) ANY DISCONTINUITY N DE51GN 15 THE RESPONSIBILITY OF THE DESIGNER. • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLA55 SHALL HAVE A MINIMUM EMBEDMENT OF 1" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5PECIFICATION FOR LANDING5 4 STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 1*2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALLL SHALL BE ATTACHED: •• MASONRY/GONG WITH 4" DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC). •• WOOD WITH (4) 0,131 X 3"" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 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 6 12" O.G. •• -S WOOD ATTACH W/ 0.131 X 31" NAILS AT a`O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 #2 5YP, MIN, 6 16" O.G. •• IF LANDING INCLUDES STRINGER SUPPORT IN ABEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT 8TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X321" R.5. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 3�" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCONS a 6" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU826 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 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. "FOR 5TRUCTURE5 WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014).11 ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY 11 WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF © 10 SOFT + 28.8/- 117.9 PSF © 20 SOFT + 26.7L-109._8PSF 50 SOFT + 22.5/-100.1 PSF ® 100 SOFT + 20.4/- 92.4 PSF WALL © 10 SOFT + 50.0/- 67.0 PSF © 20 SOFT + 46.6 /- 62.7 PSF © 50 SOFT + 44.9 /- 57.2_ PSF © 100 SOFT + 42.4/- 55.5 PSF 500 SOFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6 49.7 PSF 10' WIDTH + 43.9 /- 49.2 PSF 12' WIDTH + 43.2E 48.6 PSF 16'+ WIDTH + 42.2/- 47.8 PSF 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 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY YyORK. 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 CHAN6E5 TO THESE PLANS, RE6ARDLES5 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ``` 0 1111//11'' 14 O. -- qC : °<U i�o •.••• • •�� `� 10 lop -°EC u oa off, H f d d� L u N- `- -1 a � L d � o IN ON WON WON 44 DATE 08-3047 SCALE N07'j5O DRAWN MK/POK JOB - Sheet content: Structural Notes Sheet number: N1 141-50 12 YPJ SEE ELEv, SIMPSON SP2 -S EA.STUD ---' 1/16" APA RATED SHEATHING- S== SCHE ULE FOR PRE- ENGINEERED WOOD TRU55E5 6 24" O/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) D DOUBLE "2X" FASTENING S.P.F. TOP PLATE 2X4 PT 5TUD5 0 16" O.G. OR CRICKET AS (1)2X4 PT STUD ID 24" O.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = SIMPSON SPI @ EA. STUD MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" pIA.x6" A.B. -a 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) 5IMP50N META20 'S EA.STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/1 05 CON . , :4. (1/'S VERT. IN CONC.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD, 90- HOOK IN K.O. BLOCK y� HATCHING p ''AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE: NTS d\ 4JA 4. ,d y da° "4.2-1/2" A.�a,'0'1=3-1/2" -5=2-1/2" 4. °4'.d e \ d I lie 11 LAP SPLICE EMBEDDED STD. 90° HOOK STD. 180° HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE REND DIAMETER LENGTH LAP SPLICE 11,411 11511 IIL-II �ID11 IIA11 11511 �IC11 IVI "3 11/6 41/4 1 155 21/4" 41/4 91/4 188 04 2 1/2 5 5/8 9 1/2 20 3" 5 5/5 12 1/2 24 "5 3 1/8 '1 11 3/4 25 3 3/4" 1 15 1/2 30 "6 3 3/4 8 1/16 14 30 4 1/2" 8 -1/16 18 1/2 36 01 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 08 - - - 8" 1125 24 3/4 48 05 - - 9" 1266 28 54 "10 - - 10" 14.06 31 60 "11 - - 11" 15.46 341/4 66 FLOOR INTO DBL UPLIFT) CONNI=CTORS IN LIEU OF TRUSS TOP PLATE TRU55 BRG. 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN Rebar Lap,Embedment &Hook Schedule BRG. 2x8, USE SIMPSON 5PI'S ON EACH SIDE OF STUD TO "J" BOLT W/ NUT WASHER (REFER TO , S 1 SCALE: NTS SEE PLAN SEE PLAN NOTE: BOTTOM PLATE 4 51MP5ON DOOR MANUFACTURERS INSTALLATION HATCHINGG r) REGARDLES5 5P2'5 ON EACH 51DE OF "5 VERT. WALL INSTRUCTIONS FOR 5PACING 4 SIZE) NOTE: STUD BEARING OF HATCHING SHOWN ON FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE 5PH6 WALL PLANS, WALLS TO TOP PLATE w/ U.N,O." CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD BEARING WALL (SEE PLAN FOR SIZE) 5YP 2x4 MIN. THAT SUPPORT SIMPSON SPH4 w/ 12-106 NAILS SEE TRU55 SHEET FOR a NOTE: (SEE TRUSS SHEET SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS (W/O UPLIFT) STUDS � 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING Q COLUMNS e a "NOTWITWSTANDING MANUFACTURER'S FOR SCHEDULE) — CONNECTORS IN LIEU OF EITHER SPECIFICATIONS, JAMB SHALL BE 2x6 6PH4 CONNECTORS 5HOWN. DIRECTLY OR -8 GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL, TOP PLATE (1) SIMPSON SPH4 W/02) 106 FOR WALLS LARGER THAN INDIRECTLY ARE TO BE HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. 1/ IA. x 8 �. MASONRY/CONCRETE w/ 2 D A. COMMON NAILS STUD L E D 2x8, USE -SIMP-SON SPl S ON 1/2" DIA. x 8" 'a GARAGE TO HOUSE WALLS, BUILT A5 INSULATE PER CALGS/SPECS STUDS 'a 16 O/C I/2" DIA. x 8" TITEN HD 24" TRACK/BRACKET A.B. AT 24 O,C. STARTING 9 MAX. FROM THE SLAB, USE 2 DIA. WASHERS I/2" GYP. BOARD EACH SIDE OF STUD TO 1/2" GYP. BOARD BOTTOM PLATE 4 SIMPSON TITEN HD -a 48" O.C. MAX (SEE INSULATE PER CALCS/5PE:C5 BEARING WALL W/UPLIFT O.C. FOR MAX. UPLIFT OF 150,a LB-S. ON EACH TRUSS FASTEN PER MANUF. SPECS. MIN. AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY r II 5P2'S ON EACH SIDE OF 2X S.Y.P. I STUDS a 16 O.C. STUD TO TOP PLATES. FOUNDATION (1) SIMPSON 5PH4 . (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" pIA U.N.O." PLAN FOR LOCATION OR w/ 12-I0d NAILS EA. STUD (STRAP TRUSS PAGE FOR LOCATION OR EXCEPTIONS) G Gara a Door Attachment ARE MIN. STANDARDS, MORE STRINGENT Detail CRITERIA PROVIDED BY THE GARAGE "J" 5OLT5 4 WASHERS 6 2'-0" O.C. (MAX. CENTERED ON WALL. INSULATION OR PER ENERGY CALGS./SPECS. EXCEPTIO 5) NEEDED ONLY p00R MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE SCALE; NTS .O." CONTROL. U.N WALL THICKNESS) CONT. 2X PT SOLE PLATE 0' -0" Q'' ' :� 4 q _ .v ° <d . m �* 0 -O _ D6L 6YP TOP PLATE 4"GONG, -SLAB. SEE (I) 51MP50N 5PH4 W/02) 106 COMMON NAILS EA. STUD ° ° �' I FOOTING SEE 1 I .� FOOTING SEE •_a _" ° FOR WOOD FRAME WALL TO - - FOUND. PLAN FOR 1 - FOUNDATION PLAN FOR ' - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. 1- II SIZES 4 MORE INFO. =1 I I =III-i FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2 x 6 5P4 TOP EL V O'-0" TOP OF -SLAB _ INFO, THREADED ROD SET IN ••' it '�r Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail 51MPSoN SET EPDXY. ° •+ °' B SCALE: NTS S 1 With Uplift SCALE: NTS 2 X S.Y.P. STUDS 16" O.C.-U.N.O. u1 4. ,. i. FOOTING SEE -. ... -., ' *— — ~ SEE FOUND. PLAN S^1 Without Uplift u1 `� FOUNDATION PLAN FOR , tl• LOAD BEARING OR SIZES 4 MORE INFO. :.::; ,, CLEAN 4 COMPACTED SOIL: SHINGLE / TILE ROOF - SEE ELEVATION PRE ENGINI=EKED Wp EXTERIOR WALL 2 X STUD (135% MODIFIED PROCTOR PER ASTM 01557) PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 24 O.C. , ` 8 C.M. U. a Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS (TYP) SEE 10" x 1/2" DIA. "J" " � ..Gara. CONTRACTOR TO PROVIDE MANUP. DOCUMENTATION TO INSPECTORS TIME OF ELEV. R-36 INSULATION OR PER ENERGY CALCS. BOLTS 4 WA5HER5 '� .,i � 1" X P.T.STUD S-1 W/Uplift SCALE:NTS INSPECTION. IF SHINGLE IS USED, 2'-0'' O.G. (MAX) 05 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.2.7. TRUSS SHEET FOR MORE INFO. FOR EXTERIOR do or BRNG, OR GARAGE 1/2" DIA x 6" FLOOR (4) 10d NAILS NOTE: ELEVATION VARIES BRNG WALL TITEN HD BRG� INTO DBL TOP PI REGARDLESS OF ANY OTHER NOTE, ALL SYP LUMBER TO BE 01 OR BETTER :... TOP OF MASONRY TITEN HD 48" O,C. IF 2 X P.T. PLATE SEE PLAN ATE 5OFFIT/FA6CIA LE55 THAN 5'-O" WALL IS INTERIOR N DBL, TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING ;: COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF ' �� EXTERIOR FINISH I/2" GYP. BOARD TYP. SEE NOTE ON N-1 PAGE FOR GARAGE ELEVATION PAGES FOR 5OFFIT/FA5CIA DETAIL WITH UPLIFT. ° . (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1J2" GYP. BOARD APPLICATION -,� - ° -� _:- - ° GRADE DIA. "J" BOLT5 4 ..� VARIES SEE ROOF PLAN ,• °'' s WASHERS 6 4'-0'' O.C. ° (MAX.) CENTERED ON 2X S.Y.P. 01 STUDS 16 "O.C. Ix2 PT NAILER 8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR (1) SIMPSON SPH4 WALL. (REFER TO FNp 4 1/2 DRYWALL CONT. (MIN LAP = 25") GROUT CELLS 50LID - VERIFY W/ FLOOR PLAN. TYP. p . ° : ' ° ° o ° d p ° �' : ° ° d ' ' ° ° _ = FLR PLN FOR WALL THICKNESS) INSULATION OR PER ENERGY • .. °• _ CALCS./SPECS, VERT. WALL REINF. 8"xV PRECAST CONCRETE LINTEL a• ° ° '. .° , °' ' _ - CONT. 2X PT SOLE PLATE M ACI ST HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE ° ° a ., '°,.• ., .,.� °,. ° ::: — — 4"GONG. 5LA5. . IN BONE) BM. 15 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — _ —° _ — = I SEE FOUND. PLAN SIZES 4 MORE INFO. __�._ FOR MORE INFO. PRECAST CONC SILL _— -- —_ — —_ — —_ — _ _ _ I EL Y 0' Oil TOP OF SLAB CURTAIN NAILER PT lx4 WINDOWS 4 S.G.D. -, —1 i 1-1 I I—� I IT 1-1 11- —III— ,. .,. •, . ,..,: : :� y. - 05 5 BAR PERT. WALL REINF. CONT. NOTE: Cl - - - - - "•' '.: ;,...•: :.., . .. ,..,..._.,7-.: '�, . BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS 5HOWN. AT 2x8 WALLS ' ,� . ' ' ;.•- .-- -`• '-' WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF -SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN (WHERE APPLICABLE) CELL5.50LID. 2x8, USE 5IMP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." w N FOUNDATION PLAN FOR SIZES 4 MORE •: '' lx2 PT FIR STRIP a 24" O.G. 8"xl6" C.M.U. PER ASTM C-90 (TYPJ FM=1900 P.5.1. (MIN.) W/ TYPE M OR INFO. CLEAN 4 COMPACTED SOIL. (95io MODIFIED PROCTOR PER ASTM D1557) 5 MORTAR PER A5TM C-210 lx4 PT BASE NAILER INSUL. PER CALCS, 4 5PEC5 4"GONG. 5LA5. SEE FOUND. PLAN ELEV 0'-0" TOP OF 5LA5 FOOTING SEE - FOUNDATION PLAN FOR ~~ SIZES 4 MORE INFO. ° CEMENTITIOU-S FINISH PER o T ical Ext. Mason- Wall Section FBCR 103.6 YP Y Q 4 CMU WALL-5EE PLAN 4 SCHEDULE E SCALE: NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/� 3/8" \--VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) EXP05ED FACE E Example CMU Wall Control Joint Detail $ 1 SCALE: N.T.S. NOTE: SEE N-I FOR ADDITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK ISGURSES K Gara a Wall Section Brn Wall S-1 W/O Uplift SCALE: NTS 24 STUDS 1/2" GYP. BOARD 24"O.C. SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS 6 PER ENERGY 48" O.C. OR EQUAL CALCS,/SPECS. CONT. 2X PT SOLE MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/5" DIAMETER x 6" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x 6" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 45" O.C. IF RRE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail Brng Wall Only SCALE:NTS 4 GONG. SLAB. SEE PLATE FOUND, PLAN FOR MORE INFO. Q ELkV 0'-0" TOP OF 5LA5 SEE FOUND. PLAN Nis FOOTING SEE CLEAN 4 COMPACTED SOIL. FOUNDATION PLAN FOR SIZES 4 MORE INFO. (135% MODIFIED PROCTOR PER ASTM D1551) M Gara a Wall Section Non-Brn . 0 9 g S-1 SCALE: NTS 101 MIN: - K.O. CMU BOND - BEAM EMBED ACI STD, HOOK IN ' BOND BM. ' :• 5 BAR VERTICAL WALL REINF. GROUT CELL5 SOLID SEE PLAN .'...._' FOR LOCATIONS " S DOWELS SEE PLAN FOR ;�. LOCATION LAP 25'' MIN. OUT T1CLEAN 4. .. A EMBED ACI sa'-O" FINISHED STD. HOOK IN a ° Y4 ° a FLOOR FOOTING 4 ".� °, • «. i 4 '•.,.:'. s4.�• • •' FOOTING SEE FOUNDATION ;L ° Ya % ^. PLAN FOR SIZES 4 MORE. INFO. .. ap /�Masonry Wall Reinforced Cell Detail 16 1011 MIN EMBED ACI - STD. HOOK IN BOND BM. -5x8 K,O. CUM BOND BEAM Lu/ 1- 05 BAR CONT. -PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. -05 BAR VERTICAL WALL REINF. GROUT CELLS 50LID SEE PLAN FOR LOCATIONS 05 DOWELS 5EE PLAN FOR LOCATION LAP 25" MIN, EMBED ACI CLEAN OUT STD. HOOK IN FOOTINGF 7, OL 0'-0" FINISHED ° FLOOR FOOTING SEE FOUNDATION PLAN ,. •4Y, 4' 4 4 4 FOR SIZES 4 MORE INFO. ,. Mason- Column Lanai/Ent Detail N S 1 SCALE: NTS 05 BAR TRAN5ITION ''' ^•.`: STEEL ACI STD. -j K.O. CMU BOND } '` HOOK (TYP) BEAM :•. t�A *S BAR TRANSITION , STEEL ACI 5TD, 44 HOOK (TYP) " Mason Transition Detail P S 1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR Clip BEAM ABOVE WITH MINIMUM EMBEDMENT OF z USE 51MPSON 6E7 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDI" 5" SIMPSON SET EPDXY EX15TING MA5ONt BOND BEAM OR SLAB NOTE: ISSING DOWELS: WHERE FOOTING R PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL, • MISSING TRU55 ANCHORS: TRUSSES C R PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MA50NRY BOND BEAM USING ONE 5IM1115 MAXIMUM 05 5 NMIC, A ROW 4P10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-1 SCALE: NTS TOP TIE BEAM ,5 VERT. CORNER -� CELL FILLED W/ N I CONCRETE *5 LAP I— CONT. *5 25" LAP R Corner ContinuityDetail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ............ nz 0 "' w O Q • Z _ 2 z � ¢O �. �¢ o `moo Q O --�g Q C, — � — n LU n LU LL SM�' cc TO z DATE 21B-3a-/7 SCALE N07-ED DRAWN 11K/POK JOB _ Sheet content: 5truc,tural Details Sheet number: 51 SIMPSON MT516 EACH TRU55 DORMER ROOF BY TRU55 MANUR OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING V L51MF50N L5TA12 is EACH WITH 4-16D COM V STUD OR EQUIV, TOENAILS -a EACH END ROOF TRU55 BY ROOF TRUSS MANUF. TYP. LOAD BEARING WALL CON5T. 2"x4" 6 16" O.C. (SINGLE BOTT. PLT.,,DOUBLE TOP PLTJ Dormer Knee Wall Attachment Detail 5-2 SCALE: NTS 2x8 LEDGER W/ 2x8 LEDGER W/ 4-0.131 x 3 1/2'' 4-0.131 x 3 1/2" R.5. NAILS PLYWOOD O R.5. NAILS 6 EACH STUDS EXTEND PAST EACH 5TUD5 FLOOR TRUSSES HANGER TO PRE-ENG. WOOD BE SIMPSON FLOOR TRUSSES LU5, LSU, HANGER TO OR L55U PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. WOOD ROOF LU5, L5U, OR WOOD ROOF TRUSSES L55U MIN. TRUSSES INTERIOR AREA PLYWOOD TO . 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. INTERIOR EXTEND TO BOTTOM OF WALL NAILS 6 EACH AREA FLOOR TRU55 (FIELD VERIFY 2x8 LEDGER W/ WITH TRUSS 4-0.131 x 3 1/2" LAYOUT R.5. NAILS @ EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRUSS --�Typical Ledger Detail S-2 SCALE: NTS SEE TRUSS SHEET FOR 5TRAPPING 2x TOP PLATE SEE TRU55 SHEET FO ST A IN Ski= I Ku55 1/16" MIN. APA DOUBLE TOP PLATE LOIN 1. R R PP G SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAP FASTEN EA. STUD NOTE: 1/16 MIN. A.P.A. TO TOP PLATE w/ "AT 2x6 WALLS USE RATED SHTG. 5IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING - PANEL EDGES w/ (3) 16d TOENAILS EA, END 51MP50N 5P1 w/ 10-I06 NAILS EA. STUD FOR STUDS BELOW HDR. 12) SIMPSON 5P4 w/ 6-106XI 1/2 NAILS EA. STUD TRUSS R MORE IVA� INSTALL 1/2 X 6 - - - THREADED ROD IN 51MP50N SET EPDXY 6 T-O'' O.G. (MAX) CENTERED ON ►T��� WALL. CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR , BOTTOM B S 2 SCALE: NTS MORE INFO. PLATE - 2X BEARING WALL W/ STUD5 a 16" O.C. PRE -ENGINEERS 1/16 APA RATED �- WOOD SHEATHING FLOOR TRU55 ,,�' 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS 51MP60N C516 EA. STUD TO BASE OF 2X4 RIBBON BELOW SIMP50 HETA20 Y p. "' REFER TO TYPICAL 2-STORY WALL SECTION FOR INFORMATION NOT CMU WALL SHOWN �u Cantilevered Floor Truss Over Wall 2X4 RAT RUN -� BRACING 6 48" O.C. ON TOP OF BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ _ 3-0.131 x 3 1/2" R.S, 0 EA. TRU55 JOINT MA50NRY WALL 5PH6 CONNECTORS IN LIEU OF SPH4 a ;� PRE-ENGINEERED ROOF TRU55. 2X 'S 16" D.G. ,. PRE-ENGINEERED ROOF TRUSS. CONNECTORS SHOWN. AT 2x8 2x BOTT. PLATE PRECAST WALLS USE 5PH8 CONT. CONCRETE CONNECTORS IN LINTEL. SEE LIEU OF 6PH4 FLOOR PLAN CONNECTORS SHOWN. FOR WALLS 16d 6" O.C. FOR MORE INFO. LARGER THAN 2x8, 1/4"X 3 1/2" NOTE: USE SIMPSON SPI'S ON EACH SIDE OF POCKET MA50NRY 5CREW "TYPICAL AT STUD TO BOTTOM SLIDING all O.C. ALL LOAD BEARING 5YP. PLATE I SIMPSON DOOR. PRECAST ,a 131 x 3 1/2" COMPONENTS,1 5P2'S ON EACH CONCRETE 8 4 O.G. GRADE SHALL SIDE OF STUD TO LINTEL. SEE USED FOR TOP PLATES, U.N.O." FLOOR PLAN POCKET 2x 2x4, FOR 2x FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, "2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY 02 PLAN FOR 4"GONG. SLAB. PLAN FOR U.No ,GRADE. SIZES 4 MORE SEE FOUND. SIZES B MORE 4"GONG. SLAB. INFO. PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 41' CONC. SLAB a a SLAB ... a .'14.R a p a a..4 'a. n : a �RE-ENGINEERED a . FLOOR TRU55 SCALE: NTS 2X4 CROSS BRACING 6 48" O.C. ON TOP OF RAT RUNS FOR 4 TRUSS SPANS WOOD TRUSSES 2X4 BLOCKING 24'' O/C W/3-0.131x _ 3 1/2" R.S. END TOENAILS 3 EA. 1/2" HIGH STRENGTH OR 5/8" GYP. HETA 12 6 24"O.C. 2x FRAME WALL . Wall Con. @ Non -Load Brng. Location SCALE: NTS ---m-mmm--w. FOOTING SEE FOUNDATION as CMU Lintel Pkt. Slider Detail riWood Frame Pkt. Slider Detail H S-2 SCALE: NTS S-2 SCALE: NTS SEE FLR PLN FOR HDR. SIZE NOTE; FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-106 AT Hx WALLS THAT ARE WIDER THAN 2x4 WHERE THE HEADER IS NOT FULL. 5'-0" (1) SIMPSON CSI6 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD M5TA24 w/ 22-1e6 NAILS - NOT GO OVER SHEATHING) BLOCKING 0 16" O.C. RIPPED DOWN ,IMP50N WT516 CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH 8 ALLOW THE INSTALLATION OF STUDS) (UN,O) THE SPH CONNECTORS ABOVE THE — TYP. LOAD 5EARIWj WALL HEADER 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE W/UFLIFT STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER _--------- — LIEU OF SPH4, AT 2x8 WALLS USE SPH8 5'-0" USE (2) SIMPSON CSI6 - IN LIEU OF SPH4, FOR WIDERWALLS USE OR (2) MSTA24 (U.N.0) SIMPSON C5I6 IN AN 5PH CONFIGURATION. ATTACH PAD BLOCKING "2x " KING STUD w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN, U.N.O." S ECIFICATION FOR KINGS 8 G IP LES WHEN NECE66ARY TO MAINTAIN PROPER FOLLOWING Iv��O CLEARANCES FOR THE WINDOW/POOR 2X4 RAT RUN -6 AT OPENINGS UP TO 3'" (1) WITHIN AN OPENING IT 15 ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE BRACING S 48" O.C. ON TOP CRIPPLE 8 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER. FASTEN WALL OR BOTH OF THE TOP PLATES 15 ELIMINATED TO MAINTAIN THE FULL OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING m 3° O.G. ALL AROUND E PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES E (1) KING 15 REQUIRED ON EACH SIDE OF THE SET. IT 5 NOrtACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER TRU55 5PAN5 ATTACHED W/ HEADER. • AT OPENINGS GREATER THAN 5'-2" WITHOUT WRITTEN PERMISSION FROM THE E.O.R. WHEN THE TOP PLATE 15 2-166 6 EA. IN WIDTH, (2) CRIPPLES 8 (2) KINGS ELIMINATED THE SPH4 CONNECTORS - TRUSS JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT - THE HEADER. NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. HEADER - 51MP50N A34 lON SECOND FLOG FOR RO H CONNECTOR OPENINGS UNDER 5-0" ONLY (1) SIMPSON W/4-8d X 1 1/2" (ON CONC. SLAB) SIMPSON HTT4 C5I6 SPAN FLOOR YS. TO BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET 14-8d X 1 1/2" EPDXY 4 (18) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS O 5'- " ONLY (1) SIMPSON WALLS WITH NO UPLIFT, HTT4 W/ (1) 5/8' ALL THREAD ROD SET' IN STRAPPING MAY BE 6IMP50N 5ET EPDXY d (16)16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED M60 IF FILLED OCCURS BELOW CELL O r-,-"jyp. Header Detail 19 SCALE: NTS SIMPSON A35 ANGLE v W/ 12-SdX 1 1/2" REFER TO TYPICAL 2-STORY NAILS EA. STUD TO TOP CHORD WALL SECTION FOR INFORMATION NOT SHOWN 2X 5UCK5 ATTACHED W/ 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM 2x4 BEARING WALL W/ STUDS END OF MEMBER @ MAS. OPENINGS, 1/16 APA RATED WOOD SHEATHING 2X MEMBERS ATTACHE:)— SIMPSON 5PH4 EA. STUD W/SIMP50N A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT PRE-ENGINEERED PRE-ENGINEERED REQUIREMENTS. FLOOR JOIST ROOF TRUSSES IF IX THEN ATTACH // CEILING BOARD PER WINDOW THROUGH BUCK TO CMU/ WOOD \\\y ARCH. PLANS FRAMING. IF 2X THEN ATTACH TO 2X BUCK, HTSI6 W/ 16-I0d 2X4 BLOCKING w/ NOTE: EA. TRUSS TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE 5PH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED SPH4 CONNECTORS 5HOWN. MANUFACTURER GIRDER AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF IF 2X ATTACH TO CMU. Floor Truss To Girder Connection 1114 CONNECTORS SHOWN. FOR WALL5 LARGER THAN w/ 1/4"x 3" TAPCONS 12" O.C. W/MAX. 6" K S-2 2x8, USE 51MP50N 5PI'5 ON FROM END OF BUCK. (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 151MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 2x6 PT VERTICAL (ABV.) a WALL TO BE ATTACHED CMU WALL F_ F_ F X i. L_ L_ L_ L_ _J 51MP50N A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 5IMP50N 435. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS, MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 6 TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS 6 CENTER OF ARCH USE DIRECT ATTACHMENT TO CMU/UJOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK -s EACH SIDE TO EDGES OF OPENING, ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. WITH 1/2" ANCHOR BOLT tv 24" O.C, TYP. lx4 PT VERTICAL (BELOW) t WALL TO BE ATTACHED WITH M General Irregular Window Attachment 1/4" x 2-1/4" TAPCON 6 12" O.C. OR PER MANUFACT. SPECS. 8-2 SCALE: NTS >=I nllh L Non-Brn . Mitered Glass Framing Detail S9 SCALE: NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. -FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING. 1 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 a 12" D.C. WITH MAX. 6" FROM END OF MEMBER 6 MAS. OPENINGS, WALL BELOW 2X MEM5ER5 ATTACHE W/51MP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 NAILED TO 2X OR SPAN FROM 6M5 TO MULLION BY MANUFACTURER. OF BOTTOM CHORD NAILS 6 EA. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X 3 NAIL THEN ATTACH TO 2X BUCK, DECS IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCONS e 12" O.G. W/MAX, 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) F I- f X L _J J J SIMPSON AM5 ALL 2X TO 2X CONNECTION POINTS. Ar WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS, MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT - TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK 1@ EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 4" EMBEDMENT ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER ui/51MPSON A35 6 EACH END. rN'Arreaularity Width Less Than Window Width Attac iH I12I OLT fREFLACEI"IENT CH AFT: • THE FOLLOWING "J" BOLTS CAN BE REPLACED UJITHI THE CORRESPONDING BOLTS. THE REVERSE 1S NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS I,UITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x S" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/6" x 6" 5/6" x 5" EMBED 5/8" x 8" 5/8" x S" 5/8" x 5" EMBED EDGES (SEAMS 5HEATH BLOCKI' FOR WAI PANEL .SHEATH FOR RO TONGUE GROOVE FLOORS T"rFICAL NAILING 5C�4EDULE HIGH WIND NAIL 6H ATHIN BOUN A Y SpGE FI " R.5, RING SHANK 1/16" 4" " COMMON COMMON 1/16" 3" 4" 6" FLOOR" COMMON I COMMON 3/4" T.G. (6" (1" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) 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 SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. lent. SCALE: NTS BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP GHORp BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" D.G. SUB FASCIA OR JALL PLATE BOUNDARY SAILING PERIMETER OF :) IAPHRAGM) NOTE_: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP. 6 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLIGATIONS SHALL FOLLOW TABLE R102.3B IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 25055.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFIGATION5 IF MORE STRINGENT. UNLESS NOTED OTHERUJ15E WITHIN THE PLAN5 5ET. r-o-"Jypical Nailing Schedules Floor, Roof, Wall. S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIES 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, U5E OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARIDLESS 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, L.L.C. HARMLF-55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY +• •• • .fie z V wr �llf l ll- u9 N z 1 ? o�O z o � Q oLu Lu Z� �¢ o�ry o N �s 8 0 Q a ¢9 L _ LL now imm _ m DATE 0-3047 SCALE N07'E0 DRAWN ' MK/PDK JOB _ Sheet content: Structural Details Sheet number: 52 I III111 IWI 1 \ & / X 111 /\ 1/4 1111\11 1-1 1 I / II\ w PER JOINT BRACING A Truss BracingOverlapDetail S 3 SCALE: NTS DBL TOP PLATE WALL SHEATHING NAILED PER O'/S-2 4 43A'r OR 8'-011 M/N, PRE-ENG WOOD TRUSS APA RATED SHEATHING, SEE NAILING SCHEDULE TABLEOR ATTACHMENT. TAH E T. U.N.O. 4 till (1) SIMPSON L5TA12 � ° 3 0 STRAP 48" O.C. zj� � n 1/2 C I 2x4 CKIN � LING GYP BD W/ 5d USS BLO G (1) 51MPSON L5TA12U55 ATTACHED LU/ (TYP) OR COOLER NAILS 7" O.C. OR 50TCHORD (1) SIMPSON LTAI (2) 0.131 x 3 PROVIDE 2x4 LU/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED 1/2 TOENAILS 0.131 x 3 1/2 NAILS (4 BAY OR 8 ft FROM (0 5 TO BOTTOM CHORD EACH END, 6 (O'I O.C. MA50NRY WALL) 1 OF GABLE UNO. CONTINUOUS 8" MASONRY WALL 1/2" GYP BD NOTE: CRO55 BRACING 4 � 2 U/(1) 05 REBAR ALL BLOCKING TO BE CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48'' O.C. TYP. 3 COURSE Ex1�'l'1anded Blocking Information Dia`a'ram N `^� �E III, SCALE: NTS SECURE RIDGE BEAM TO CLEAT UJ/ (4) 111 TOENAILS EACH SIDE APA RATED 5HEATHING. �— 2x4 COLLAR TIE MID -HEIGHT 6 5EE NAILING SCHEDULE RAFTER PROVIDE (5) 16d NAILS EA TABLE FOR ATTACHMENT. ENE) l UN.OJ �� CONTINUE SHEATHING BELOW CONVENTIONAL FRMG G ATTACHED 2x4 IIT" BRACE STRUCTURES WHICH ARE ONLY OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS TRU55E5 0 ENTRYWAYS 8 PORCHES 24" O.C. OVFRLAP TI4155 BRACING N ® 5 A I - 011 41- 011 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE -S 2411 O.C. MAX. SECTION SIZE SHALL w/ (2) 0.131 x 31/2" TOENAIL5 COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15-0" ---- 2X10 OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0'I ---- 2X6 15'-0'' TO 18'-0" ---- 2X12 V-0" TO 12'-0" ---- 2X8 Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) S-3 j (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10, It SHALL BE FASTENED AS SHOWN U1/ SEE NAILING - APA RATED SHEATHING. SEE 51MP50N M5TA24 TENSION STRAPS 0 EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRU55 8 THREADING U FOR ATTACHMENTS ATTACHMENT. U.N.O./(4) 0.131 x 3 1/2" NAIL5 G THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 106 NAILS FOR 2x12 RAFTERS, (1(o) 106 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 1'1AX RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT U/ (a) 106 NAILS, APA RATED SHEATHING.—,..o TRUSSES � 24" O.C. SEE NAILING SCHEDULE5. SECURE RAFTERS TO RIDGE BEAM USING 5IMP50N L55U210 SLOPING HANGER U/ (10) 10d TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (S) 10d 6 (6) 106 U.N.O. /2" CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE LS-U28 W/ (10) 10d 8 (5) 106 x 1 1/2" FOR 2x8 COOLER NAILS 1" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY ORS RAFTERS. USE LSU26 U/ (6) 10d (5) 10d x 1 1/211 FOR 2x8 RAFTERS WITH SPANS OF 4 -011 ft FROM MA50NRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 51MP5ON LSTA12 BEAM U/ (8) led NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR (U SIMPSON HETA20 INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT SEE FLOOR PLAN FOR 48" O.C. ATTACHED TO SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD, EXPANDED 0.131 x 3 1/2 TOENAILS EACH N LENGTH 4 UI TH E E END, LE D BOTTOM CHORD O� BLOCKING UNO. fFASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) U Valley Set Attachment Detail 0.131 x 3 1/2" R.5• NAILS e 1211 d; FLAT OR CATHEDRAL S 3 SCALE: NTS O.C. ALL-AROUND 11 8" MA50NRY WALL U I) w5 1/2 GYP BD REBAR CONT, IN KNOCKOUT COURSE NOTE: CROSS BRACING 8 ALL BLOCKING TO BE REPEATED 45" O.C. TYP. KNEEWALL STUDS w MIN. INSTALL SIMPSON LU524 MIN. EA. SIDE OF THE CEILING JOISTS. JOISTS DBL 2X4 PLATE CONT. 1611 O.C. TO BE PER NOTE *1 o -0 8'-0" (MAX.) TYP. Masonry Gable End > W/ SIMPSON HT520 0 32" G S-3 SCALE: NTS ul O C OR C516 2x4 WE) CONST. LUXTO ALIGNING FLASHING ALL-AROUND ID 16" O.C. Dn STUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME CUT OUTSIDE EDGE ATTACHMENTS OF CEILING WITH PLUMB TO ALLOW 4-0.131 x 3 1/2"NAILS 0.131 x 3" COMMON 's 16 " O.C. 4-0.131 x 3'I COMMON \. SOLID CONNECTION C5 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 1/4" x EA. 5" WOOD SCREWS 6 4" CORNER O.C. ALL-AROUND TOP CHORD ENG. TRUSSES s 24: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END APA RATED 1'-0" SHEATHING. SEE M.4X NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) 51MP50N L5TA12 I II EACH END OF L BRACE 2x4, 2x6, OR 2x8 S.Y.P. $I Is 16" O.C. SEE 2x4 DIAGONAL 1/2ATT" " N 3=D U/(4) 0.131 x 3 1/2NAILS INTERSECTING BLOCKING 1/2" CEILING GYP BD U/ 5d COOLER NAILS 1" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 6 ft FROM MA50NRY WALL) 10 EA. STUD ALL AROUND PERIMETER. NOTES 1. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. M T . Frame Down CI Entry 3, WHEN INSTALLING SIMPSON PRODUCTS REFER S 3 SCALE: NTS TO SIMPSON'S INSTRUCTIONS k SPECIFICATIONS. "' s FLOOR PLAN FOR PRE-ENGINEERED B Fire lace Chase Detail SIZING OF STUDS TRU55ES 0 24'' O.C. FLAT OR CATHEDRAL S-3 SCALE: NTS 2x BLOCKING 6 ALL (1) SIMP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 8 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 48" C.C. TYP. ENGINEERING U.N.O. --- - S-$ SCALE: NTS 1'-0" MAX APA RATED PRE-ENGINEERED SHEATHING. 5EE TRUSSES a 24" NAILING SCHEDULE O.C, tFOR 4ABACHMENt. U.N.O. �- -SEE DETAIL A DROPPED ON THIS SHEET (TYP) GABLE END FOR OUTRIGGER (U 5IMP50N 2x4 BLOCKING 1/2" CEILING GYP BD W/ LSTAI2 STRAP '�� ATTACHED W/ (2) 5d COOLER NAILS 7" 48" O.C. 0.131 x 3 1/2" R,5. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 HETA 20 6 48" O.C. END, UNO, BAY OR 8 ft FROM WALL) ATTACHED TO BOTTOM CHORD OF 1/2" GYP BD FLAT OR GAtHEDRAA50NRY GABLE .;. NOTE: CRO55 BRACING 8 8" MASONRY WALL ALL BLOCKING TO BE U/(I) 05 REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.C. TYP, Gable Section - For Gable Less Than S-3 1 11 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB-9U 1/21' CEILING GYPSUM 5D UNBRACED WALL HEIGHT + 5YP 8'-011 2x4 e 16" o.c. 8'-8" 2x4 -6 16" o.c. 9'-0'' 2x4 tv 16" ac. 9'-4" 2x4 s 16" ac. 10'-0" 2x6 6 16" o.c. NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." 'LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16' OC MAX. SPACING (02 5YP MIND" APA RATED SHEATHING, 5EE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. N 141 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table S-3 SCALE: NTS OMPRE5SION WEB SLOPING OR WHEN TRU55 8 STUD ARE VERTICAL ALIGNED 51MP5ON TW15T STRAP TYPE CONNECTOR (HTS/MTS) MAY BE ONTINUOUS PERMANENT LATERAL NAILED TO TRUSS 8 STUD BELOW. NO 5PH4 15 WHEN STUD 15 BRACE (CLB) NEEDED Q THIS STUD. ° NOT ALIGNED NOTE: ° WITH A TRU55 D ° AND/OR WHEN DIAGONAL BRACE "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF D ° TRUSS STRAP 15 ° ° ° NOT DIRECTLY ,,,,--PERMANENT NAILED TO OFF051TE SIDE OF WEB 5PH4 CONNECTORS SHOWN. ° ° ° ° ATTACHED TO TO PREVENT LATERAL MOVEMENT 6 AT 2x8 WALLS USE 5PH8 STUD USE (1) SHOULD BE REPEATED 6 CONNECTORS IN LIEU OF SIMPSON-SPH4 APPROXIMATELY 20' INTERVALS, SPH4 CONNECTORS SHOWN. OR 5P2 fl,_Ix4 FOR WALLS LARGER THAN MIN. BRACING W/(3) 0.131 x 3 1/2" NAILS s INTERSECTING 2x8, USE 51MPSON SPI'5 ON EACH BIDE OF STUD TO TYPICAL H10A CONFIGURATION, DO NOT NAIL WE55 BOTTOM PLATE 8 SIMPSON ° THROUGH OTHER 5TRAPPING/CONNECTORS. a REFER TO CONNECTOR NOTES FOR FRAME TO 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. o• TRUSS CONNECTIONS. U.N.O." (.5-20' Max Intervals Detail SCALE: NTS NOTE: SEE TRUSS LAYOUT FOR IQUIRED Frame Wall Truss Connection Detail APPINGDR o $ 3 SCALE: NTS - SEE TABLE FOR NAILING SCHEDULE rat SPLICE 4-0.131 x 3 1/2" COM. DOUBLE TOP PLATE 3-0.131 x 3" COMMON °` DOUBLE STUD EA. 51DE OF JOINT 0.131 x 3 11 C -STUDS -0 16" o.c. 1/211 OM. 6 16 o.c. PT 5OTT. PLATE 0. 2-0.131 x 3 1/2" COM. 2-0.131 x 3 1/2 COMMON ° `1J 4-x 3 �- COM. SEE TABLE BELOW 2COMMON DOW5LE STUD CONDITION FOR LAP510LICE TOP PLATE FASTENERS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING a 5PLICE ALL OTHER NAILING 36" 2-ROU)5 0.131 x 3" m 311 0/C 0.131 x 3" 9 8" O/C TOP PLATE FASTENER 5CHEDULE (INTERIOR WAIL) LAPSPLICE NAILING m SPLICE ALL OTHER NAILING 2411 2-ROW5 0.131 x 311 6" 0/G 0.131 x 3" 8" O/C IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF. A BEARING WALL, USE THE FOLLOWING PLATES: - PSPN56Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. 1=51=N516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. 126 COM. 12" O.C. 4-16d COM. 2-Sd COM, 2-21'x4" W/I/2 PLYWD. 'A SPACER NOTE: 2X4'5 MAY BE TURNED FLATW15E 50 NO b� SPACER 15 NEEDED. 16d COM. 6 S" O.C. 10d COM. 6 12" o.c. 4-16d COM. INT. HEADER (NON-5E,ARING) NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OFF051TE 51DES OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION (2) 2°x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAILS STAGGERED e 6" O.C. ALONG THE LENGTH OF THE COMPONENT SCALE: NTS 2-0.131 X 3,` Y LL 1/2" COM. C i COM0.131 x 3 1/2" DOUBLE OP PLATE 3-0.131x3 p s� 1/2 "COM. A2-0,131 31 x 3 1/2" COM. Pt BOTT. PLATE x 3 1/2" COM. SINC;LE STIED CONDITION 4 STUD CORNER 4 /-0.131 x 3" COMM, Q 16" O.C. � HTS16 NZ 0.131 x 3 1/2" COM. Q 8" O.C. SIMPSON HTT4 W/ DIA A.B. 4 STUD CORNER STRAPPING INFMATION t (3) 2"x LAMINATIONS ATTACH w/ (2) RODS OF 0.131 x 3 R.S. NAILS @ 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENT5 WIDER THAN 8" USE (3) ROWS. c� (4) 21'x LAMINATIONS ATTACH w/ 51MP50N 5D525600 WOOD 5CREU5 STAGGERED 6 6'' O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 6" O.C.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE: I. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL. PERMANENT BRACING THAT M1' BE REQUIRED. 2 'IT'' BRACING MAY BE: USED IN PLACE: OF PERMANENT BRACING f=ROVIDED IT EXTENDS OVER w LEAST 1: >O% OF THE WEB. K 0 z lu w [Q d �— - TOP A BOTTOM CORD GABLE END. BRACING 4'-0" O.C. MAX. FOR FIRST Gable & CI Bracing Diagram (4) ROUJS OF TRUSSES S 3 SCALE: NTS SCALE: NTS CONTINUOUS 20411 20'-0 1 l SEE EXPANDED BOTTOM CORD BLOCKING BRACING IX4 DIAGRAM MIN. CL5 DIAGONAL BRACE AS REQUIRED BY BC5I Q z w !L NOTE: GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANGIES 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 PLAN5, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERIN67, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLF-55 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 11111!/ BY i= •� 2�i z ► o�r►111 �aZ~° Cz r -N O <LU } o L NO INN Now ­4 A 0 0 IC• IL-16 DATE 08-3047 SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: 55-141 �I�II•pl J �- DBL. 2 x 4 TOP PLATE SIMPSON SPH' e EACH STUD TO TOP PLAT; WALL CONNECTION W/O WINDOW NOTES: 1. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. 5IMP50N L5TA30 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING -0 SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16 MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL'WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES FOR -- ROOF COVERING 8 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.OJ SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY 5PEC6 OR ENERGY CALCS 1/16 APA RATED SHEATHING MIN,, NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 50LE PLATE SIMPSON C516 OR SIMPSON M5TA36 - 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 *2 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRUSS JOIST ( INSET) 2x4 FLATWI5E VERT. BLOCKNNt AS NEEDED TO ACHIEVE FULL NAILING IN 5TRAP5. 2x4 *2 SYP RIM w/ (5) 0.13 3 1/2" NAILS EA. TRUSS JOI (INSET) SHEATHING TO BE FLUSH W/ - BLOCK SEE TRUSS LAYOUT FOR — STRAPPING INFORMATION 8" CONC. KO. BLOCK BOND - BEAM POUR SOLID W/ 1 - '05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N:O." ENGINEERED ROOF TRUSSES s24" O.C. MAX. 12 ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2 GYPSUM CEILING BOARD HURRICANE ANCHOR -w EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMP50N 5PH4 - 16" O.C. EACH STUD (12)106 NAILS EACH. \--GYP. BOARD RETURN WINDOW SILL CAULK ,@ WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" T4G GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 -8 24" O.C. z7n�� 51MP50N PETA20 6 32" O.C. IF ATTACHED TO RIMJOI5T5. 624" O.C. MAX IF ATTACHED TO FLOOR TRUSSES 1/2'' CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER e OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK -5 WINDOW ° WIND RE515TANT 1/2" GYP5UM BOARD PRE -CAST CONC. SILL 4" HIGH CONC, BLK. 8" CMU PER ASTM-C 90, 1900 4"CONC. SLAB. PSI MIN, W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER ASTM-C 210. 5/8" CEMENTITIOUS FIN15H PER F5CR 703.E FOOTING SEE FOUNDATION PLAN J4 . ;. FOR SIZES d MORE INFO. A Typical Two Story Wall Section S 4 SCALE: NTS "-- DBL. 2 x 4 TOP PLATE 51MP60N 5PI44 6 EACH STUD TO TOP PLATE SEE ELEVATION WALL CONNECTION W/O WINDOW PAGES FOR ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 "-- FASCIA DETAIL (2)-2x WC). HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVA' WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE 2- S 5AR5 IN K.O. BLOCK TOP (2) TWO COURSES 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES ENGINEERED ROOF TRUSSES Q24" O.C. MAX. 12 SE EEE INSULATION BAFFLE ` INSULATION PER COMMUNITY SPECS OR ENERGY CALCS —1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION \DBL. 2 x 8 SYP TOP PLATE W/ SIMPSON 5PH8 'a 16" O.C. EACH STUD (12) 106 NAILS EACH. \\---GYP. BOARD RETURN ,, WINDOW SILL CAULK e WINDOW _-------2 x 8 SILL /— - 12X FRAME WALL SEE TABLE N ON SHEET 5-3 FOR SPACING. ,,-1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J" 5OLT5 4 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX,) CENTERED ON WALL, 51MP50N 5PH8 2x8 PT SOLE PLATE IX P.T. FURRING HORIZ. 1 x 6 P.T. CURTAIN NAILER m OPENING5 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CI4EDULE 1 x P.T. BUCK STRIP ---WINDOW SILL - CAULK e WINDOW ° WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONIC. SILL 4" HIGH CONC, BL4 K. 8" CMU PER ASTM-C 90 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR SEE FOUND. PLAN MORTAR PER ASTM-C 210. a e 5/8" CEMENTITIOUS FINISH PER FBCR 103.E a' 4 'r ° FOOTING SE;7 FOUNDATION PLAN " FOR 5IZE5 8 MORE INFO. r-c-"jypiqql Two Story Wall Section S 4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCI155 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LI.C., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, NITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC,, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY • p• r • � r f \ w ••... % 1K ON iris � o i5 O z_ 0 Ln Q� 0 asoaLU u_ m >*M DATE OS-3f1i-17 SCALE NOT,6D DRAWN MK/F'DK JOB Sheet content: Structural Details Sheet number: NOTE: "AT 2x6 WALLS USE 5PH6 CONNI=GTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 51MP50N 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE SPH4 CONNECTORS SHOWN. STUD WITH 12-106 x 1 1/2 FOR WALLS LARGER THAN NAILS, 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSONOF OFFOLLOW TABU BELOW 5P2'S ON EACH SIDE FOR APPROPRIATE STUD TO TOP PLANS. U.N.O." SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED a MAX. 16" O.G., SEE 2x4 S.Y.P. 02 RIBBON W/4-10d s EA. FLOOR TRUSS. C516 OR M5TA 36 Q 32O.C. (36 LONG) FROM EA. STUD TO (2XI2) WOOD BLOCK OR FLOOR JOIST 3 1/2 131 0.x EA. 3" 2x12 SYP �2 WOOD - BLOCK BETWEEN —__` JOINT SIDE. FLOOR J015T WITH 5-16d TOENAILS. HETA20 's 32 O.C. ON THE INSIDE FACE OF 2x12 NOTE: SEE 'N'/5-3 FOR STUD INFORMATION B LT. Frame/Masonry Connection #1 S 5 SCALE: NTS DECKING 2"X4" PANEL BLOCKING o 45" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2" X4" CRO55 BRAGS & 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" EA. END INTO 2 "X4" BLOCKING DECKING 2"X4" PANEL BLOCKING 6 48 O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS 2"X4" CROSS BRACE VE-E ND FLOOR FRAMING SIMPSON C516 OR M5TA36 STRAP 32" O.C. EVERY OTHER EACH 5tl�p LOOK J015T-5 FRAMING PLAN WEEP SCREED INSTALLED PER MANUR 51MP50N HETA20 6 32" O.C. MAX, ND FLOOR FRAMING 1MPSON C516 OR MSTA36 OR QUAL At EACH STUD, t0 STUD ABOVE/BELOW), FLOOR JOIST, OR LOCKING. LOOR JOIST-5EE FRAMING PLAN NOTE: i� e e� NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 6 46" O/C FOR THE 15T 2'-0'' OF END WALL ADD 2X4 BLOGKING ow MSTA36 OR C516 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2 e EA. END OR NETA2m UJNICN 15 NOT ALIGNED W/ AT 2x8 WALLS USE 5PH8 INTO 2"X4" BLOCKING TRUSS PERT, UJEB U51NG 2-0.131'' X 3 1/2" CONNECTORS IN LIEU OF T01=NAIL5 EA. 1=ND. 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON 5102'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." FLOOR 5IMPSON 5PH4 TO 2"x4" PANEL BLOCKING - 48" O.G. PO JOIST EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. 1/2" DIA Nut 0.I/ MIN. 1.1/4° CIA x 1/8" WHEN CROSS BRACE ANGLE WASHER GREATER THAN 45• EXTEND PANEL 1/2" CIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL. APPROPRIATE 1/2" DIA DIA SPACING 4 SIZE OF ANCHOR BOLT couPLING WALL STUDS. STUDS SHALL BE INSTALLED JOINT A.B. EXTENSION DETAIL MAX. 16" D.G. COUPLER NUT DIA. 1/2"! J -BOLTS OR WITH SIMPSON q lb 2 "x4" CROSS BRACE rat 48" O.C. FOR SET EPDXY, 5" THE 1st 2'-0" OF END WALL W/ (2) 10dx3" EMBEDMENT os 24" 2X4 RIBBON w/ 3-16d EA. TRU55. EA, END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45`) SEE WHEN WHEN ANGLE IS GREATER THAN 45', DISTANCE 15 CROSS BRACE a 46" O.C. FOR THE Ist LESS THAN 2'-0" 4'-0" OF END WALL. a THE FIRST BAY NOTE: SEE 'N'/5-3 FOR STUD INFORMATION Floor Truss Parallel To Br Wall E , S-5 SCALE: NTS ALT. Frame/Masonry Connection #2 C S-5 SCALE: NTS SEGMENT LENGTH TO 5E EQUAL TO OR GREATER THAN III II NOTE: ''AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF SPH4 CONNECTORS SHOWN. TRUSSES @24" O.C. ATTACH TRUSS>=5 PER FRAMING SHEATHING A5 At 2x8 WALLS USE NOTES. IF TRUSSES ARE PARALLEL, DELINEATED CONNECTORS IN LIEU OF Do PROVIDE BLOCKING AT 24'' O.G. ELSEWHERE IN P OUBLE TOP PLATE SPH4 CONNECTORS SHOWN. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS At EACH END TYP. SET. (MIN. STUD GRADE SYP) 2x8 USELSIMPSON LARGER S ON INSULATION PER ENERGY CALC5 PROVIDE A EACH 51DE OF STUD TO BOTTOM PLATE 4 6IMP50N I/2" GYPSUM CEILING BOARD MINIMUM 2 PLY END STUD AT SP2'5 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRUSS EACH END OF STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING FULL DEP9VL KINGor CONNECTION TO FOUNDATION SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. 2x STUDS INSTALL SIMPSON C516 CRO56 STRAPS WITH (1) 2x4 SOLE PLATE DBL. 2X TOP PLATE 2nd FLOOR EXTEND SHEATHING TO BOTTOM OF BEAM OR END 16" O.C. 0.131"x3-1/2" NAIL AT EACH PROVIDE (2) 16d 5PH4 EA. STUD WALL GIRDER CONSTRUCT WALL AS - PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM AT COM Q EACH TRU55 1/2" GYPSUM LOAD BEARING WITH UPLIFT REP. C/5-1. EACH END TO TOP AND BOTTOM PLATES/END STUDS. 51MPSON C516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE SIMPSON HTT4 STRAPS SHOULD BE AND AT 45 COMMONS (12 MIN. EACH END) 1105 MAX a 24 O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL 1'0" SHEET 5-2 OR EQUAL AT DIAGONAL DEGREES OR LE55 IN EACH STUD WRAP UNDER TOP ON EACH END OF '� RELATION TO HORIZONTAL. � PLATE (IST FLR) PRE ENGINEERED WOOD SEGMENT TYPICAL. FLOOR TRUSSES 6 24" O.G. 2x4 02 5YP RIM w/ (3) INSTALL 5/8" IF DOUBLE END 16d NAILS EA. TRUSS THREADED ROD STUD 15 OVER A JOIST (INSET) IN SIMPSON SET VOID SPACE, 1/2'' GYPSUM BOARD EPDXY OR EQUAL INSTALL SOLID 2X BLOCKING BELOW. SIMP60N MT516 6 ol WITH 6" MIN EACH FLOOR TRUSS EMBEDMENT, 24" O.C. MAX. f/2 GYPSUM CEILING BOARD W/ KN CK - SIMPSON C816 W/ MIN (22) 106 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE COMMONS (11 AT CROSS STRAPPED SEE GENERAL NOTE FOR GARAGE APPLICATION MIN. EACH END) I-- � SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON 5PH4 BEAM / GIRDER ATTACH WITH 6D COOLER 6 16" O.C. w/ (12)106 NAILS EACH crlu WALL -SEE FLOOR TRU55EB FLOOR PLAN FOR NAILS AT 7 O.C. OR 06 X 1-'1/4" SCREWS 6" O.G. ALONG I/2" GYPSUM BOARD 2x BOt. PLATE W/ 2-0.131 x 3 1/2" PRE-ENGINEERED FLOOR TRUSS TYP. MORE INFO. 2X 50TTOM PLATE WITH EDGES AND 12" O.G. IN THE 1/2" ANCHOR BOLT -s 24" NAILS 6 6" O/C a (4) NAILS AT EACH PASSING TRUSS OR NAILS FIELD. IF 5HEATHING 15 O.G. W/ NUT 4 2" SQUARE ALONG THE 50TTOM INTO INTO A L NAILING 6CH 12ULE AAT 0/ Pt 2X BOT. PLATE w/ BY 1/8" WASHERS Second Floor Frame Connection Girder PLATE PARALLEL TRUSE/ JOIST AT 5IMP50N 5PH4 6 EA. F O.C. ALL NAILS TO 5E 0.131"x3-II/2" MIN. TYPICAL. STUD w/ (10) 10d NAILS EACH 4"GONG, SLAB. SEE. S 5 SCALE: NTS POUND. PLAN FOOTING SEE FOUNDATION tl PLAN FOR SIZES 4 MORE INFO. �. A Cross Strapping Detail r��Typical Two Story Interior Bearing Shear Wall Section S-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISC RF-PANrIF-5 TO ENGINEER PRIOR TO 5TARTINCG ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY, ANY CHAN6E5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY •. e s .. 5 /yQ � oro< w C) Lu q�Q°o��o [Y ts rt�D Q �o�z Paz 1L a0 a L 0 q Now nr, z 0 LLI DATE m8-3/I�-17 SCALE NOTED DRAWN 119K11=0K JOB - Sheet content: Structural Details Sheet number: -: L DRYWALL OVER FUI BLOCK U ll/lbxll/ib COVE MC (M00) Ixb TRIM (WINDOW PER PLA EAD (WINDOW PER PLAN) SILL CIOMPOSITE WINDOW --� A - A Ixb TRIM --' `fl11 11 BEAD BOARD -- PANELING DRYWALL FINISH - OVER FURRING ON BLOCK WALL ELEVATION (WINDOW PER PLAN)`` LINE OF WALL BELOW LINE OF WAL Ixb TRIM BELOW LINE OF TRIM __-- BELOW ----------- LINE OF CA° BELOW DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON COMPOSITE SILL BLOCK WALL SILL WINDOW VAIL 1/4' DOOR CASING (03(ob) "LL FINISH OVER 2x WALL (SEE PLAN PLAN) WI N DOW ST 0 0 L W/ TRIM AND BEAD BDN, NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN ''°''®' PLAN SPECIFIC PER PLANWALZ ' °''�' SHIM AS I'-4" TEMP. GL. ENCLOSURE REQ"D. SHIM AS 1'-4' 8" W. GORIAN REQ'D. CAP (WINDOW --------_ INVERTED 2 1/4' -1 PER PLAN) I INVERTED 2 1/4' I" A DOOR CASING (0366) I, COMPOSITE WINDOW - DOOR CASING (#366) 2x STUDS (PER 2x STUDS (PER SILL STD. 2x STUDS (PER STD. PLAN) ;� STD. PLAN) SQUARED DETAIL — BASE PLAN) BASE Z" VAINTY EpCzES CABINET In' DRYWALL CABINET In' DRYWALL U CABINET INVERTED 2 1/4' --' DOOR CASING ('"366) 3 1/4' BASE BD. 3 114" BASE BD. ''- DRYWALL FINISH l"366) (*366) OVERFURRING ON BLOCK WALL QUARTER QUARTER 3 I/4" BASE BD. ROUND ROUND l*366) CALI. TOP HIGH BAR TOP VANITY LOW WALL SCALE: ln' : I'-0' SCALE: 1/2' = 14" TILE To SCALE: In' :1'-0' SILL s' W. GORIAN TEMP. GL. ENCLOSURE WRAP INTO VERIFY TOP ELEENCLOSUREG.C. CAP 1/2` DRYWALL S" W. CORIAN WINDOW OF TILE (WINDOW BELOW CAP CAP TEMP. Fri. PER PLAN) TILE FINISH r TILE FINISH LINE OF WALL OVER WATER 2x STUDS (PER II OVER WATER RESISTANT CORIAN SILL BELOW RESISTANT WALL BD. PLAN) II WALL BD. (PROJECT (PROJECT 1/2" OUT TO (RECEIVE TILE) LINE OF CASING BATH �I SHOWER 4HOWER BELOW—===In'DRYWALL. SHOWER 3 1/4' BASE BD. I) I SIDE COMPOSITE WINDOW DRYWALL FINISH (%b) , L SILL PLAN OVER FURRING ON =-4— - BLOCK WALL SECTION PLAN T I ,P. WINDOW SHOWER LOW WALL SHOWER WINDOW STOOL DETAIL SCALE: In' = I'-0' SCALE: 1/4" = 1'-0" eca.�: ► . r-m' WINDOW >ETAIL 114' DOOR CASING ("366) FLOORING / 5 45E 50ARD NOTE - WHEN TILE FLOOR 15 5ELECtED ONL1' 5A5E 50ARD 15 IN5TALL D. WHEN WOOID FLOOR 15 5ELECTED 8 45E 50ARD AND 51 0E > IOLILD ARE INST,ALLEI). (BI-PASS DRS. PER PLAN) Ix JAMB (BI-PASS DRS. PES PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) MELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE PLAN) Ill" 2 114' DOOR CASING (*36(o) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING DETAIL WALE: I' - P-0' MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER _CfLAP SLAB STEP AND DRYWALL TRANSITION 3 /4" BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: IN: 14' NOTE: DRAUJING;& ON 11"x1-I" 5I4EE " UJILL 5E ONE I-I�L1= THE SCALE NOTED 5 1/4' CROWN % MOULDING (045) 5 1/4" CROWN Iaca..E: F - r-Ir Ixb RMPOYER V WHITE PINE ROUTER In' DRYWALL(IX-31/4'BASE BR 2xb WALL 36" OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN vAI~ i' - "r ROUNDOVER W/ WHITE PINT �`` — ROUTER In' DRYWALL 31/4' BASE BD. 2xb WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN WAZ, I'"I'-v TRIM DETAILS c a �. a 0 E N co "~ A IL ao 0° < ". M T .mum 2. CLAD RX Ism OB-1B-16 REWSED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GRDVP 150 STATE S PJMT FAST CEDWAR, FLORIDA 34M 813 .9r25 .1300 TEL 813.925.1800 FAX 'W W WnAVMEWS.CAM TAMPA • nENVER. -. ESI.1994 ft=-ri TRIM vu i1'PICAL WWI DETAILS _......... ....._ __ �.. � .:.r..v......�...._ .r, _....: ..___ ._ ...... _ � ,,.....__. LJ--102�' STANDARD - 42" H. ROSETTE 6 , KNEEWALL (OPT. LJ-6010 ..— LJ-40401 RAILING SHOWN) NEWEL POST Ixb PAINTED BASE PLATE 3 1/4" BASE 5D LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN -r LJ-4040 NEWEL LJ-4045 POST NE L POST NEWEL POST OPT. LII4-MG2KNUC44 _- "�. WROUGHT IRON BALUSTERS LJ-1021--�~ " �''' �,.— Ix6 PAINTED BASE ROSETTE — PLATE LJ-6010 Ixl2 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ-5015 WOOD=-1 BALUSTERS BASE _ (3 PER TREAD) MOULD STANDARD - LJ-8014MRI lxl2 SKIRT —�.w1;�. TREAD FOR CARPET BOARD (OPT. LJ-WIO SERIES — TREAD SHOWN) LJ-8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING LJ-WIOMRI BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA LJ 30'R8 RAIL AND POST FASTENER GENERIC SWITCH BACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPtH AND RISER HEIGHT PREallRED. �C INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 51/4" LANDING TREAD LJ-8090-5 OAl 5 1/4" LANDING TREAD SEE GENERAL STAIR NOTES �����t����\���������FULL HT. WALL LJ-80rt4MRl x���������x`�`����`���`���� TREAD�� LJ-WIOMR2 CARPET STARTS TREAD At THIS RISER RAILING LJ-80l0M22 RAILING FULL OAK RAILING OAK TREADS RAILING TREADS LJ-4042 NEWEL LJ-4042 NEWEL POST POST GENERIC WOOD SWITCH BACK GENERIC WOOD / CARPET STAIR FLOOR PLAN STAIR FLOOR PLAN N.T.S. N.T.B. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. L1H-MG2KNUC44 WROUGHT IRON BALUSTERS A/ �- — LJ-4040 NEWEL POST i 1 tC� LJ-4040 NEWEL r•• , POST SECTION I ;!'Ix12 SKIRT lxb PAINTED BASE CUT THRII� BOARD PLATE WALL `:<� �� 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 — BASE S-TURN MOULD STANDARD - LJ-80`14MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-80I0 SERIES (3 PER TREAD) = TREAD) LJ-8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING BASE LJ-8010MRI PER TM LEVEL — OAK TREAD 3 1/4" OR 5 1/4" IxI2 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL IN.r.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TRIADS 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 RiNNI=R 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONR=NTS (BASKI�tS, KNUGKLES, SCROLLS, AND TURNINGS) SHOULD 2x12 STRINGERS FOLLOW SLOPE OF THE TOP RAIL. (3 PER TREAD AND EQ. (3 PER TREAD - ALTERNATE SPACED) KNUCKLES AND Ea SPACED) I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. TYP. P . LEVEL 1 DECORATIVE 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS TYP. P . OPEN TREADS W/ TYPWOOD BALUSTER M Ef A L BA L U SE E R (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. PICKETS AT STAIRS DETAIL INSTALLATION DETAIL INSTALLATION DETAIL S. ALL WOOD RISERS TO BE PANTED WHITE. NX TO Val NTS. N?S. 1" MIN. HOLE DEPTH FOR I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND BALUSTERS IN TO HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT DEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE 36" H. RAILING 36" H. RAILING POST LJ-6010 RAILING LJ-6010 RAILING oe LJ-6010 36" H. LJ-4042 LJ-4042 RAILING RAILING NEWEL POST NEWEL POST LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) I c LINE OF LINE OF BASKETS TO ,i SCROLL TO BE LJ-4042 BE PARALLEL PARALLEL TO NEWEL WOOD TREAD TO TOP RAIL / TOP RAIL POST lxl2 SKIRT BD. e L14-HOL28A5K44 LIH-140L50144 LIH-HOLPLA44 W_ (DOUBLE BASKET) (SCROLL) (PLAIN) BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PAR PLAN PER LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. i �`01;',� Ixl2 SKIRT W N m N � 'd- LJ-4010 LJ-4045 LJ-4042 a� LJ-4040 SEGTION,. CUT tNRU~�'�' �, � 1�oARp TYPICAL NEWEL POST PROFILES WALL `:�<� _ LJ-6010 `"'' RAILING N.TS. BASECAP LJ-1041/8 S-TURN MOULD — STANDARD - LJ-Wl4MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TRZEAD) LJ-80% OAK LINEAL COVE — MOULDING BASE PAINTED 4 4 4 PER TM LEVEL RI RI 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP LJ-5015 LIP-HOLI8A5K44 LIH-HOL25ASK44 LIW-WOLIKNUC44 LIP-HOL2KNUC44 L114-14OLPLA44 LIP-POL50144 (PLAIN) W/ GENERIC TURNOUT W/ WOOD AND LI-LAKOI (2A.AD (2 EA. ADJ. KNUCKLE) CARPET STRAIGHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES N.T.S. N.T.S. 3/4" MIN. HOLE DEPTH I" MIN. HOLE DEPTH FOR FOR BALUSTERS IN TO BALUSTERS IN TO HAND HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT DEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) 2x STUD WALL w/ DRYWALL FIN. 36" H. RAILING 36" H. RAILING LJ-6010 RAILING LJ-6010 RAILING LJ-5015 WOOD LJ-4042 LJ-4042 BALUSTERS NEWEL POST NEWEL POST BASE CAP (3 PER TREAD) MOULD Ix12 SKIRT BOARD LJ-80I0MR1 OAK TREADS LINE 0LINE -",,KNUCKLES oe OF lo BALUSTERS TO' TO BE PARALLEL BE PARALLEL SUB TREAD LJ-8095 OAK TO TOP RAIL NI 10 TO TOP RAIL oo LINEAL COVE LIH-HOL2KNUC44 MOULDING (DOUBLE KNUCKLE ix12 SKIRT BD. LIH-HOLKNUC44 BASE CAP MOULD (SINGLE KNUCKLE) LJ-5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS LIH-HOLI5ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL RT,S. NOTE: DIRALUINC-zS ON 11 "x1l" 5�EET UJILL 5E ONE �4AL TEE 5GALE NOTED LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS x a c N� p ah M Yj $(qh t�i M L I IL '0 Q ao E�M d n ��wwrwwwww wwwrrw�" DAVIS BEWS DESIGN ORM 00 SrAM SrREEr > ASr OLDSWAk EL WMA 346" 813 . 925 . 1300 MFL 813. 925. 1800 FAX WWW.DAVffi8E'WSrZM TA1W'A • 0ENVEFL Mr.19% (%='A•.-- STAIR 0 nu TYPICAL STAIR DETAILS • SHEET •