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501 Red Rose Ln 17-3729 (a)
THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2xb 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 5O GAL. ELECTRIC WATER HEATER 3011 UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER �• IS- I% DATE ANFQBQ.BUI,,,DING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL. ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQ UIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED .Results to be Verified at Slab Inspection LOT 307 - THORNBROOKE 40I s ANASTASIA GARAGE LEFT ELEVATION " TRADITIONAL - BIf 6 :o 0. Ase LU GENERAL CONSTRUCTION NOTE5:CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED"NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE56 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE. BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101. A OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIORWALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE66 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM$ ABOVE BY NOT LE65 THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE66 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R1023B, EXTERIOR FINISHES:INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,BC.R - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENT$ SHALL BE OF CORROSION-RES15TANT 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 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.62 AND ASTM C 926. PER F.B.CR. 5TH EDITION (2014) R103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION-RE516TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER K515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103.65 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11A.1 THRU 1.11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT Imo TAYLOR MC RRISC N SF: 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 EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS EGRE55: 1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD I$ TO BE USED II-01-I1 CREATED LOT 5PECIFIC PLAN FOR LOT 301 IN THORNBROOKE 40'5, INCLUDED ELEVATION 11TRADITIONAL-811, GARAGE LEFT W/ PLAN OPTIONS INCLUDING: (5) CEILING FAN PRE-WIRE5, (5) CAN LIGHTS, 220-30 AMP PRE -WIRE W/ CAP, FLOOD LIGHT W/ SWITCH, FLOOD LIGHT WIO 5WITGH, (3) DUPLEX OUTLETS, WEATHERPROOF OUTLET W/ COVER, GFI OUTLET, UNDER CABINET,LIGHTING, KEYLE55 PAD FOR GARAGE DOOR, STAIR RAILING, POCKET SLIDER, 5' INTERIOR DOORS AT MAIN FLOOR, PAVER DRIVEWAY, LEAD WALK AND PORCH, VENT HOOD / MICRO OUTSIDE, WATER SOFTENER PRE -PLUMB, 3 MEDICINE CA5INET5, SHOWER AT BATH 3, ADDITIONAL 51NK AT BATH 3, INJECTION MA50NRY FOAM INSULATION, R 38 INSULATION, PENDANT PRE -WIRE W/ 5WITCH, LAUNDRY TUB PRE -PLUMB AND PER50NALIZED DOME TECHNOLOGY. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR-B" 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" COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN DWELLING /GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WIT 50LID WOOD DOORS NOT LE65 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE65 THAN 13/8 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 ASPHALT 5HINGLE6 (IF APPLICABLE) 2 B 1 - UPPER FLOOR PLAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 6HINGLES:.SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.210.1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 2 B 2 - UPPER FLOOR PLAN DIMENSIONS HORIZONTAL (2::12) AND LE65 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9051,1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM p`4ea, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. 3B1 - FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE) : 3B2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R; 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OR THE RECOMMENDATIONS OF RAS 1118p19 OR 120. REQUIRED A HIGH WIND TUNDERLAYMEN PER F.B.C.RE AND CLAY ROOF TILE TA5TH TEDITION ION N(2014) R9 5331 SHALL ONFORM WIN DETERMINED D226, TYPE ACCORDANCE A6TM p 2626, TYPE 0 OASTM 3 B 3 - FLASHING DETAILS D 1910 OR ASTM D 6360, 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 VA6D IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, 3B4 — FLASHING D ET!-1I LS CHIMNEY NIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" 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 1510411 AWAY OR CLOSER TUB AND SHOWER AREAS: 4 B - UPPER FLOOR ELECTRICAL PLAN 1. GEMENT,BIBER-CEMENT, OR GLA66 MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TR - TRUSS STRAPPING PLAN TERMITE PROTECTION 1. PENETRATION. PROTECCIONTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR N 1 -STRUCTURAL NOTES SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WAIL THICKNESS of 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING ANON-cORRoSIYE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED IN61DE THE SLEEVE, S 1 -STRUCTURAL DETAILS 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH (152 HORIZONTAL EXCEPT FOR GABLE END OR ON A ROOF ABOVE ANOTHER ROOF. EAVES OF LESS THAN 6 INCHES mm) PROJECTION RAKES S2 - STRUCTURAL DETAILS MECHANICAL AND HVAG, 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI6 PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS 2.ME T. 2. GNANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER S4 -STRUCTURAL DETAILS 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. MIN. "26 (0.48 SHEET STEEL 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A GAUGE mm) S5 -STRUCT URAL DETAILS 4. OTHER APPROVED MATERIAL AND SHALL HAVE OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES 116 mm) APOVE THE FINISHED GRADE AND SHALL AL60 CONFORM TO THE TD -TRIM DETAILS MANUFACTURER'S INSTALLATION INSTRUCTIONS 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE SD — STAIR DETAILS EXHAU5T FANS AND VENTING: TRIM 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOM$ AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 16 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS 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 IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI6 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 TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. K �0 r �0 Uo�O 0 _j 0 = M ® N l L U. • '54 0-9 CO E � Y %N 60 o�n y� T� Z N G • JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED 2582 BEWS DESIGN GROUP L50 STATE STREET EAST Oi..�AR, �,otsroA �� 813 . 925.1300 TEL 813 . 92S . 1800 FAX W W W.DAVISBEWSCAM TAMI'A • DEIWER. EST. 1994 iii 1j1 SIN III Vortex Engineering, LLC, 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - CGA# 28035 - Paul D Kbwek, P E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (W EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING C.ONDITION5 AND RESERVE5THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY ..- 4 Uj C:) C:) J MFBI< DAVIS • TITLE • GENERAL NOTES REVISION LOG cov i �- INDICATES I - 05 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE, VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE E FTG. BELOW 41-411 41-011 41-811 41-811 PROVIDE 25" MIN. LAP WHERE IV SPLICED AND WIRE TOGETHER XJ34"x3-0' A/C DAD (SEE MEGH. CONTRACTOR 31-01' FOR LOC.) r L-- 11 41-611 4 EL,, \ IAI IM11 11 AIR HANDLER LINES FROM UPPER FLOOR 4'.611 31.1011 31-211 8" C.M.U. IIIAI I ARV 31-211 PITCH 1/811 / FT. H.P. 1 1. I \ -/ IV -I Ili .. — — ■ ■ ■ ■ ■ 8" G.MU. WALL ABV. ■ ■ ■ ■ ■ _ _ _■ _ ■ PAVERS 4 P.V.C. � /a'-m" � CI Fli� �� L A 3/4 CONDENSATION 54 �- DRAIN BY PLUMBER M _ SEAT SNOIUI: ' .�LIN �i_ -J� U 3' 8" M n 19 -m _ _ ABV. RECESS sI o? I I tr 5'-4" 13'-811 _ II 2m -11 I II I- II I_ II 2 -1 1 8 3 1m I 1 I L 11 ♦ ��� �s / ffIIII y� 811x8" FTG. W/ I :J 1- 28 -9" Im -Im _ II II _ 8 I 2 8 2 «P I CONT, (TYP. AT ENTRY) 8" THICKENED EDGE 3/4" CONDENSATION 41 I -STORY _ = 2-5TORY FOOTING (T'YR) �, FOR SHOWER RECESS I I Im Im DRAIN BY PLUMBER - 12 1 FOOTING '�' - 20" H. H. x 20" W. CONC. MONO-FTG. W/ 1 NO.5 BAR CONT, I I _ �- M AIR HANDLER 3/4 RECESS 1 FOR ENTRY DR > ■ `�' ■ ■ ■ ■ i W/ 3 - 05 CONT. REBARS PROVIDE 16 Wxl2 DEEP FTG; II LINES FROM 25" MIN. LAP WHERE SPLICED AND W/ 2 - "5 CONT, ` UPPER FLOOR I / 16 Wxl6 DEEP FTG. 3.811 5'-a" — i 5'-8" i 4 m 4 4 WIRE TOGETHER BOTT. OF FTG. / W/ 2 -'5 CUNT. SHALL BE 12" MIN, BELOW GRADE 411 P,v.C. I � i O ■ �, 9'-8" S1 21'-6" 2'-6" 12'-3" LT. 4'-Il" 2'-1' PRE -PLUMB`' ' — — ■ ■ ■-_-a/����9 ff/EffED Z/ NOTE:ALL AB ANGLES A i e — — ■ ARE 4 41-411 51-411 - ■ I a MELEVATION a sIIxB" FTG. W/ I - AT mmI \> \ iLU _ CONT. ITYP. AT LANAI) 3.5" THICK, 2500 OR 3000 P.S.I. PROVIDE WATER \\'�k PITCH PITCH CONCRETE SLAB ON GRADE W/ `! LINE FOR ICE MAKER �" CJ TO DRAINaN A I/811 / FT. 6x6 W1.40.4 MESH OR FIBER N MESH OVER 6 MIL, VAPOR I6" Wxl6" PEEP FTG. 3'_6" `� ----------------------------- i — /AA\ =d _ _ I PRE PLUMB 35E2 ON CLEAN, WELL _ I I� 7p W/ 2 - 05 CONT. SLAB � WATER SOFTENER i e ti -BARRIER COMPACTED, TERMITE TREATED, \ / OF REF. I J LOOP AND DRAIN <! "' WIDEN FOOTING 8 AT GRANULAR FILL. 311-101, / \ 9'-III 31 pll 2m'-m'1 811 I I I I-5TORY FOOTING (TYR) POCKET SLIDER AND ADD (1) +S REBAR I Ir 16" Wx16" DEEP FTG. b [ ] i I �, n W/ 2 "5 CONT. J II " i 2m H. x 16 W. GONG. MONO FTG. W/ i G.C. VERIFY ACRYLIC ON LANAI I I I [�'] 51 2 - "5 CONT. REBARS PROVIDE i 25" MIN. LAP WHERE SPLICED AND 8 8 ■ I IL y J 5m GAL i WIRE TOGETHER BOTT. OF FTG. n. W.H. i SHALL BE 12" MIN. BELOW GRADE i b- - — He ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a, ■ ■ ■ ■ ■ I I I I I ll= I 41-411 I. 41-81' 1, 41-811 L 41-811 __-- L 41_011 51-411 65'-411 2-6TORY I -STORY FOOTING FOOTING 41-411 31-611 NO 41-411 ..r. T 3''0 I1 I. 4 1-411 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 1=1 1211 DEEP x36 x36 GONG. FOOTING W/ (4) 05 BARS EACH WAY. G12" DEEP x24114411 CONC. FOOTING W/ (3)'S BARS EACH WAY. G20" DEEP 60"60" GONG. FOOTING W/ (3) 05 BARS EACH K w �^ NOD N O N0) dM' mj LL 66 Q. 00 1— EQfl` zoo o m M Z<� � co JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 346T7 813.9a5.1�30o �1� 111 ��� 111 111 Vortex Engineering, LLCI 607 S Alexander St., Suite 103 Plant City, Florida 33563 813.704 4842 FL# 52683 - COA# 28035 - Paul D 0well, RE. - I HEREBY CERTIFY THAT I HAVE REVIENED THE ATTAOHED DE516N, AID FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RENPFNTIAL Oth EDITION), THE ENGINEER HAS NOT REVIENED THE PRE- ENOINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS ESERVES AND RTHE RI6HT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. EALED F SOR 5TRUCTURE ONLY Z O 1 J DAVIS T0 C) 0 M WAY. G12" DEEP 60"60" CONC. FOOTING W/ (3) BARS EACH � • WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • 501E BEARING CAPACITY OF 2000415F (R401. 4,1 FBGR). • TI TLE • FOUNDATION PLAN S I"5 - IIII•IIIr� FOUNDATION PLAN- S" T • SCALE: I/4" = I'-m" GARAGE LEF1110 • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 531 WINDOW CALL -OUTS 2611 12 5H 1/2 32 514 22 514 32 5H W = 39" 13 5H 1/2 33 5H 23 514 33 5H J p 5111 14 5N 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 514 35 5r-4 Z 12" 3 16 5H 1/2 36 54 26 5H 36 5H �e C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Uj W WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER F MANUFACTURER AND 5PECIFIGATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- G5MT, OR FIXED CxLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F,B.C.R - 5TH EDITION (2014). * * * * * * YP. ARCHWAY A()T SCALE: 114" = 14" 3'-0"x3-0'1 A/C, IPAD (SEE MECI . (PAD (SEE MEC4. (CONTRACTOR I (CONTRACTOR IFOR LOG.) I IFOR LOG.) I L _ _ _ J L — _ — J Maw BOTT. OF LINTEL- AT 84" AFC 5TARR NOTE5 5EE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) ALL STRINGERS TO BE 2-24 " SYP. 0 ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: 60 AT MA50NRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.), of AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN, (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS ALL STRINGERS SPRINGING FROM A FLAT SURFACE $WALL TERMINATE AT A 2x4 FOOT (TO BE PT AT COI FOOT OFLOOR: „ AT CONC, WC 1/4" D A x 3" TAPCON5 AT 12" O.C. �• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU5S/JOI$T/ OR BLOCKING BELOW. �• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: JOISTS TO BE 26 02 5YP, MIN. AT 16" O.C. IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 42 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" R5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. u LEDGERS TO BE 2x8 WITH: on (4) 0,131 x 3 112 " NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX, too 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAM5 WITH 51MP50N LU526 HANGERS OR EQUAL. a THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 5TAIR NOTE5: RAILING 5ALU5TER5 SHALL BE $PACED $0 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * UNDER-5TARR PROTECTION �c ENCLOSED ACCE5515LE SPACE UNDER STAIRS $HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R - 5TH EDITION (2014). IIi,III'IIII'II G.C. VERIFY SWIM AS POP-UP OUTLETS REQ,D 1" GA51NG 2x STUDS (PER STD. PLAN) BASE CABINET BACKING Li 1/2" DRYWALL CALI. TOP SCALE: 1/2' : i -011 AIR HANDLER COURSE W/ (2) wo CONT. IN EACH 42" H. 42" H. RAILING RAILING BEAM A -- LINE OF 6'-8"MIN. BEAM FLOOR SYSTEM HEAD CLEARANCE /4" PLYWD, 36" H. CONTINUOUS DECKING GRASPABLE 10,00" '— 2x 5TRINGER5 RAILING 36" H. (TYP.) RAILING —i-I I" NOSING u (TYP.) � oc _ 2x TREADS AND STORAGE UNDER Ix RISERS (TYP.) `r STAIRS 11 TREADS AT 10.00" EACH STAIR SECTION ALL GUARDRAILS AND HANDRAILS TO SCALE: 1/4" -1'-0" COMPLY WITH FBC R301 AND TABLE R3015 PER F,B.C,R - 5TH EDITION (2014). * * * * * * -T VENT DRYER EXT. WALL FLAT HEADER AT 8'-0" A.F.F. G.G, VERIFY FOR INJECTION MA50NRY FOAM INSULATION T.O.M. V-4" A.F.F. LOOR 5TRUGTUR4L LECzEND Ell 8" K,O. BLOCK FILLED WKI) "5 BAR OVER 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) r BAR 8" K.O. BLOCK FILLED WKI) "5 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8"PRE-ENGINEERED CONCRETE LINTEL WKI) "5 BAR, GROUTED SOLID. • _ 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/(U BAR 8" LINTEL5 5WALL BE FILLED, BELOW 6" K.O. BLOCK FILLED AND REINFORCED WKI) 05 BAR. ® — PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. O5 — PROVIDE (3) 2x6 5TUD5 W/ (1) 5IMP50N HTT4 CONNECTORS AT BASE. © — PROVIDE 2-PLY 2x12 NO.2 $YP BEAM W/ 1/2" 065 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N L5TAI5 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP60N H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 24 *2 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N L6TA12 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON 1425 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL$ LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'S TO BE Fb-2950 P51 MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES I "5 ♦ INDICATES 2 S HATCHING LEGEND LOAD BEARING WALL INSULATE WALL .�.; R - Value Chart WALL CONSTRUCTION R-VALUE (MIN,) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES SCALE: 1/4" - 1411 GARAGE LEFT • x rM N m M 0,A N� ' T v+ 80 n ��. m J ,= �Q L ` IQ • 00 OD �N d � M 10 • • JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE S ITL= EAST OLDWA& FLORMA 3*77 813 .925.1300 TEL SO. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nE1V IM --;;F� EST.1994 F�=— Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant City, Ron& 33563 813304,4842 FL# 52683 - CEO 28035 - Paul D, Kidwell, PE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51ON, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 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 C.ONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY 61HAN5E5 AFTER TRU55 LOAD INFORMATION \ + 15 5UPPLIED TO THE EN5INEER. SEALED FOR 5TRUGTURE ONLY/ 0 � Z CD O C:> oC m p� � 0 CD 37 o J CD M 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS If 2AI II — -- —-� 1 6l 1 _1 et 1 "15'-011 151-011 65'-411 36'-411 REFER TO SWEET 2A1 FOR MAIN FLOOR PLAN NOTE5 MAIN FLOOR PLAN DIMENSION4 GARAGSCA LEFT"LE: X IF C N00 CO IN 'A 1 r N �I/ ■� L 2J� yjL V L 6 ;=dQ. 00 _ goo ;NCO Q n o�M aQ' f+ 2NW • JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROVI' 150 STATE STREET EAST OUXMAR, FlARIDA 34677 813 .925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.CAM TAMPA • DENNIER. - EST. 1994 rc ��- 111 111 111 ��� 111 111 Vortex Engineering, Ll 607 S Alexander St., Suite 103 Plant City, Florida 33563 813 704,4842 FL# 52683 - COO 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516K AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA EUILDIN6 CODE, RESIDENTIAL (5th EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- ENOINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY CHANGES AFTER TRU65 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY 0 uj O O C) f"V00 m � 0 O � o J C) J] L�� SQL .II Illlplllala•��I•�.0��• • TITLE • MAIN FLOOR PLAN DIMENSIONS 2A2 10 �1I TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 4811 H 07 WINDOW CALL -OUTS r U 2011 1616 F.G. 2018 F.G. 30181".G, 40181=.G. LU = 2411 O 1820 F.G. 2020 F.G. 3020 FG. 4020 F.G. J 5 p 3611 1830 5H 2O30 5H 3030 5H 4030 5H z 4811 0 1840 5H 2O40 5H 3040 5H 4040 5H Z 6011 1550 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOWS, Uj WINDOW 5IZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5E1) (51NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.15L.R - 5TH EDITION (2014). * * * * * * PROVIDE 3050 5VH. ./ 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C Hp, AT T-8" HD. AT �' 8" UNDER A.N.U. PLATFORM *EGRESS LJ 2 6x6 8 BATH 2 HEAD il cz CPT. TILE g 0 CLG. M.C. '� I REFER TO SHEET 252 i 0 I FOR UPPER a M.C. I — I t nBATH 3 Q I PLAN DIMEN51ON5 -Z II X. LAv. vALVE � 9-0 W.c. CLG. �— BEDROOM 4 BEDROOM 2 _ 13'-6"x11'-0" I 13'-4"xl2'-8" a' 9'-0" FLAT CLG. 9'-0" FLAT CLG. " T- __I Q I ------- ----------------- m CLG. PROVIDE 42" H. PAN AND DRAIN RAILING UNDER A.H.U. 2-6x6-8 5-0x6-8 51-PA55 6-0xb-8 MA/Cj.tA'b 51-PASS CLG. DO _ _ R/S— _ - — — — — — 2-bxb-8 2-4x6R/S------42" H. 3b" H. ll I �, FLUSH FRAME RAILING CONTINUOUS 42" H. PLATFORM I CLG I a 1 2x4 TO FURRING GRASPABLE RAILING g'-01 CHASE CLG. FRAME BELOW RAILING CLG. IP I WALL � � OPEN TO LOFT BEDROOM 3 l,a BELOW i " r " i " r " 7 11 —0 x14 —4 12 —6 x11 —0 // 9'-0" FLAT CLG. 9'-0" FLAT CLG. co Q a LU FLUSH FRAME 8 TO FURRING 9 BELOW O 2 - 3050 5H, Hp. AT T-8" REFER TO SHEET 252 2x 2x4 FOR UPPER FLOOR FRAME FRAME PLAN DIMENSIONS WALL WALL G.C. VERIFY FOR R-35 CEILING INSULATION AA UPPER FLOOR STRUCTURAL LEGEND - PROVIDE (3) 2x4 STUDS W/ (1)5IMP50N HTT4 CONNECTORS AT BASE. ® — PROVIDE (3) 2x8 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. 0 — PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUp5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 10 — PROVIDE 2-PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 61MP50N L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADER5 IN LOAD SEARING WALLS SHALL BE 2-PLY 2xb 02 SYP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP60N L6TA12 STRAP. THE JACK-5TUp5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 64" FOR -I-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2%0 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 U.N.O. • ALL EXTERIOR WALL5 TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA * * * * * * * * * NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR 51JRFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 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 F.5.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER F.S.C.R - 5TH EDITION (2014) R3122 UPPER FLOO R PLAN NOTES GARAGSCALE: EFT I! X Ud w N co (0 0 0 '1 •- N � co L rJ� 00 j CO goo �. 0 3�E a zap 4 § (0 • JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED w DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIt, FWRIDA W77 813.9225.1300 1E1.. 813.925.1800 FAX W W WnAW%EWSCOM TAMPA • DENVER- -�a EST.1994 11� 111 111 111 111 Vortex Engineering, LLC, 607 S, Alexander St, Sulte 103 Plant City, Florida 33563 813,704 4842 FA 52683 - COM 28035 - Paul D. Kidwell, PE, - I HEREBY CERTIFY THAT I HAVE REVIEHED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SEGTION R30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (Sth EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- . ENGINEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RI6HT TO MAKE ANY CHAN&E5 AFTER TRU55 LOAD INFORMATION I5 5UPP"ED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2582 • T1 TLE • UPPER FLOOR PLAN NOTES DETAILS C.dI_dll —1 nll I ul P • Go % NOTE: ROOF LINES CHANGE W1 ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS x NQD M� 0 Y/ �iMM LL 00 c °° I— � M EO WN co Z Q T • JOB NUMBER 27002.355 CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED GN DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLARMA W77, 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DE gVER --� EST.1994 �- 111 1/1 Vortex Engineering, Ll-i 607 S. Alexander St, Suite 103 Plant City, Florida 33563 81.3.704.4842 FL# 52683 -- C50 28035 - Paul D Kidwell, P E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANGE WITH 5EOTION P301 OF THE FLORIDA 5UILDIN6 CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE R16HT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE EN61NEER. SEALED POR STRUGTURE ONLY rrunnri 2 on 5o4 i�mir•rirm • TI TLE • UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" : P_01 GARAGE LEFT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA16ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE6615 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C.R - 5TH EDITION (2014) R103/o.l AND A5TM C 1063, THICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE 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 A5TM F 2090 PER FB.C.R - 5TH EDITION (2014) R3122 6" BANDING -.— STUCCO Q6 FIN15H -- PLT. HT. SHINGLE ROOF L STUCCO FINISH o c'z * 6" BANDING 6 12 L STUCCO � SECOND F.F. LINE FINISH cp �( T.O.M. — — SHINGLE ROOF 8" BANDING TEXTURED f FINISH ❑ ❑ ❑ ❑ ❑ L �;- COACH LSHINGLE ROOF/ L STUCCO FIN167 Q6 G.C. VERIFY FASCIA CALL -OUT (TYPICAL) 12 Q6 4INGLE ROOF BANDING MIN!■e■■■■■1 SMOOTH IL EXTUE ..-�- 1.MIMININININININININMAINFRILINE ..._ in GRADE LINE (ASSUMED) NOTE: ALL BANDING 15 TO BE RA15ED SAND FIN15P FRONT ELEVATION_ SCALE: 1/4" = I'-011 � z =Y:w 00 o: 11 PLT. HT: 4" BANDING (TYP.) SECOND F.F. LINE T.O.M. -8" BANDING I TEXTURED tr FIN15H cp (+III) SMOOTH TEXTURED QUOINS (TYP.) _MAIN FF. LINE _ 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) ELEVATION - "TRADITIONAL - B" GARAGE LEFT x ctl w NO f� O O N� Y1 �MM LL cn Lo CC < 0 O c OD 11- O :20o M �Qn M I 41p • JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED Al DAVIS BEWS DESIGN GROVP 150 STATE a STREET EAST OLDSMAR, FL.OPMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • IDENVER - EST.1994- 111 Vortex Engineering, LLC, 607 S Alexander St., Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - CI]A# 28035 - Paul D. KIbwell; RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5E07ION R30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5Ch EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE ENSINGERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERYM THE RI6HT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 5UppLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY • TITLE • FRONT ELEVATION DETAILS 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FINISH TEXTURED BANDING z LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 124.8 SQ. IN, ---------r------ - - - - - - - - - - - - - - - - - - - I I I I � 4:12 I I -•� I I I I I I 6:12 6:12 ---------------- ''— I I I � I I I I I I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ, IN. , HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 I HALF AT LOW SOFFIT / EAVE VENTS = 351.36 % IN. ACTUAL SOFFIT VENTILATION = 792.2 SQ. IN. I 6:12 I I , I I i I I A I I I I I � I I 6:12 6:12 6:12 j LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ. FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS=126,96 SQ. IN. I 6_I2 # UPPER 2/3 ROOF VENTS REQUIRED =1 I HALF AT LOW SOFFIT / EAVE VENTS=126.96 SQ, IN. ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN, I I I I TYP NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE66 OF ALL RAISED TEXTURED FIN15H SANDING AND 5AND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.13L.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THIME55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 5TH EDITION (2014) R103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" : 11 HIP OVERHANG ATHIP ROOF PLAN AT AA (URO.) SCALE: 1/8" -- I'-011 �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW 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 A5TM F 2090 PER F.B.CR - 5TH EDITION (2014) R3122 GIRDER 6� 11 - "'7 12E6 TRU65 ROOF TRUSSES ro AT 24" O.C. ii, I Iris I no!m1mrs, i.0 I 7ill m SECTION AA. SCALE: 115" - II-0'1 AT 24" O,C. - (TYPICAL) 2 CAR GARAGE 0, cn •�+ Op SHINGLE 612 LSNINCsLE ROOF ROOF PLT. HT. PLT. HT. e -STUCCO -STUCCO /STUCCO °' FINISH � 4� SHINGLE FINISH 7 ;' FINI5�4 � LSHINixLE SECOND F.F. LINE / 811 ROOF SECOND FF. LINE all ROOF/ _SECOND F.F. LINE T.O.M. -TEXTURED /TEXTURED _ /TEXTURED 9 D MATCH °' FINISH 7 FINISH 7 v, FINI51� 7 DISTANCE �l �,l �l AT FRONT MAIN FF. LINE _LjMAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) SHINGLE ROOF — PLT. HT. T, 5HING �-SHINGLE ROOF SECOND FF. LINE — ROOF 6� a' T.OM. /TEXTURED Q; MATCH FIN15P 7 DISTANCE �l AT FRONT MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" - 14 11 12 120 Q6 Q6 SHINGLE SHINGLE ROOF PLT. HT. ROOF - PLT. HT. /STUCCO, STUCCO FINISI�7 * F F T' FINISH SECOND F.F. LINE =_ Sll SHINGLE a4 SECOND F.F. LINE T.O.M. ROOF T.O.M. TEXTURED <,r TEXTURED —. FIN15H CZ FINISH MAIN F.F. LINE LTEMP. MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 1411 20 Q6 12 ROOF 7 Q 6 PLT. HT, /STUCCO * «a FINISH II SECOND F.F. LINE TEMP. stucco FINISH ; 7 /TEXTURED 6? FINISH � a� �l RIGHT ELEVATION ELEVATION SECOND P.F. LINE T.O.M. a MAIN F.F. LINE GRADE LINE (ASSUMED) - "TRADITIONAL - B" X m w � N M O IN d� Q 1T Mn N `.+ co r="' a+ j ,6. L� L L 0 �Q� 00 1OM � E �N 0 < " Z I LO JOB NUMBER 27002.355 " CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED DAVISio BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V1/WW.DAVISBEWS.GOM TAMPA " DENVER. _� EST.1994 � i 11� 111 Inn, Vortex Engineering, EC, 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813.704 4842 Fl_# 52683 - CDA4 28035 - Paul D. KldweU, RL, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R501 OF THE FLORIDA 9UILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE - EN6INEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD 3EARIN6 CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIE1) TO THE EN5INEER. ',_,5EALED FOR 5TRJGTJRE ONLY/ 0 2582 ; " TI TLE SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION " .3�2. BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ^'DF MATERIAL PER :VATIONS WITH APPROVED )ERLAYMENT (REFER TO JER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. 2RICANE STRAP PER DF FRAMING PLAN BRG. HGT. M. DRIP EDGE . FASCIA ITED ALUM. SOFFIT -ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED 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 EXTERIOR FINISH I i WATER PROOF CAULKING I i I � � I PER BUILDER -7 I' a PROVIDE SELF ADHERED " FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE b0 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 '9Th,F FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST � ai �P SILL PLATE (SEE DETAIL BPS O O FOR OPTIONS) of TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING -� WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: i-FLASHING WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE i i WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP / r-- WATERPROOF MEMBRANE tl- FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. I I I I I I I 2X8 TRIM BOARD I I I I I STUCCO "J" MOLD SHEATHING TYPICAL FLASHING AT BALCONY TEXTURED CEMENT PLASTER FINISH 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. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS GARAGE LEFT K co N0) 00) 0 N� �� T MM V/ NMai Lo 2 j � yLLW ` ` a Q • 00 =NCO EOM o�M 40 J08 NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STR.ESP EAST OUXMAR, R.ORDDA W77 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • MENVER.. EST. 1994 0 2582 • TITLE • FLASHING DETAILS 3B3 . WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —\ OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) 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 SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST WINDOW UNIT ni nnr :LASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) Po1,1' SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING D) '' / SELF -ADHERED NAILING FLANGE FLASHING ✓ DO NOT FLASH OVER SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS i BOTTOM NAILING (SEE DETAIL UNDER DECKING INGWP0** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 5HEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYER5 WRE, WEEP 5CREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.S. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY a SELF -ADHERED FLASHING / o WALL SHEATHING CONT GALV "L" SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-l" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING INSIDE CORNER 1�� ASPHALT SEALANT:j�jj EXTEND MIN. OF 6" �j FLASHING PER TEXTURED, PAINTED � MANUFACTURES EXTER, WALL FINISH ASPHALT BASED OUTSIDE OF FLASHING j 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 MINIMUM OF 6" ABOVE 6 BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER ,.' FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL DIVERTER M FLASHING DRIP EDGE : •.:: `'>u: FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH w;;; N ; ;1 ,; HOLD EXTERIOR :'� ;;: ;`' ;••;:•s:.ati•irsC ::.: ;. iti :� z� � a,•. :° .� is ;.° n i FINISH 2 ABOVE tl�' ..:, ; ::. , •:::r:'�::::` ::;� z� :� ::ti i� :� ::: ; ` ROOF i:a FLASHING :a•:.,t i : : e :�` i fit,:, ! ! r CAULKING ':• is is \ J J •,✓:•;y5' ..„ ! ! FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN, 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CONT. GALV. "L" FLASHING PER - MANUFACTURES N SPECIFICATIONS 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 RppF pEp� ° ° METAL DRIP EDGE TO �Y BE UNDER TtiRF9sti/�L UNDERLAYMENT AT ROOF EAVES Np�R�P�M�N� TYPICAL ROOF TO R�q oti�o,, �o,,��� SSE RSE \ WALL FLASHING DETAIL 9T o 5�N p�NppU 3Rppppcoos'-- Go \i i RAKE METAL DRIP EDGE zZ 29' TO BE OVER s' 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS 7, FIRST STARTER SHINGLE WATERPROOFING SHINGLE 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 CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR s CEMENT PLASTER OVER BLOCK 1ST FLOOR 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 NOTE: THE BUILDING PAPER AND \_ / METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING 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 BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED V BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )UBLE JOIST p , � °Np.��x% Ft j�t,'I�i�tU�' lii� w,3' x �� z j/"'!✓�'��ffi��Qfit�, �.r AM BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING" d 3 MIN *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK .JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. FLASHING DETAILS GARAGE LEFT�" x m w Nco cy O N0 T M NMM L �LL0) Lo'. 0 �00 0 E 200 �N i tQn z< NNW • JOB NUMBER 27002.355 • CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED el DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR° FL°ORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.17AVISBEWS.COM TAMPA • I?ENVER. EST.1994 F4z--- L0 ol/ 0- • TITLE • FLASHING DETAILS If 3�4 ll L CTf I CAL <E"� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FLOOD �w.r. WEATHERPROOF DUPLEX OUTLET LIGHT �OiFl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR L---J L---J k& 220 VOLT OUTLET WALL SWITCH -t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEIL114G MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANILIGHT COMBINATION Q ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER A- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU7 ROUGH -IN FOR OPT. CEILING FAN v J �7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR M. CEILING FAN NOTES - I, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR - SWITCHES .42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOTS, 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 IN THE GARAGE AND UTILITY ROOM$ SHALL BE GF.C.I. PROTECTED V-1) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, FBLR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING NEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CAM MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKEICARB% MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. W.P. G.F.I. (2) A/C DISCONN, MAIN DISCONNECT METER W-50 - SQUARE D REFER t0 FLOOR PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED SERVICE DY POWER COMPANY 4/0 ALL CABLE A/C DISC. TYP, 014 AND +12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 010 COPPER TO WATER HEATER 05 COPPER TO RANGE 14 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MICRO TO EXTERIOR COACH LIGHT G.C. VERIFY ALL \ SMOKE DETECTORS TO BE HARD -WIRED COACH LIGHT MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT x C N0 M NW 0 ccmmMM ;;Jr n LL .' V ` CD 0.000 NM 3�E �h M W N W • JOB NUMBER 27002.355 CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED DAMS BEWS DAMS BEWS DESIGN GROVP 150 STATE STR.EEI' EAST OLDSIvWt, FLORIDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMI'A + DEIVVER. � EST.1994 �.�- 2582 • TI TLE • MAIN FLOOR ELEC. PLAN • 4 EET • I InbIY L CTfRICAL <E"' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET Ja DUPLEX OUTLET IN FLOOR KD- 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN i EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT [J ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT, CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE. ..14" (UNLESS ABV COUNTERTOP) TELEVISION ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS 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 IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED (G,F.0 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NP.P.A.10, N.E.C. 2011, FB.C.R - 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 PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN 48 GARAGE LEFT FFF] K w " ao 0 .j LL c a 00 moo NM �3�E «Qn < L+�LQr wal JOB NUMBER 27002.355 CAD FILE NAME LOT 307 TB ISSUED 11— 07-17 REVISED 0 SEWS DAVISD1�VIS BEWS DESIGN GROVP 150 STATE S'I'R.EE"f EAST OLC�MAR, FLOR➢�A 346T7 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7ENVER. -� EST.1994 F �.-.- 2582 • TITLE • UPPER FLOOR ELEC. PLAN .r Oil 1�1= ,III 1�1_�II FLOOR TRUSSES .r ROOF TRUSSES ��1111111/l//// co w FRAMING FAFENER CAPACITT LEGEND '•,'0� �'�••.. , . • `s®®�` Uj SIMP5ON MT6MI6, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. 12 SIMPSON 14I0 - (8) Sd X 11/2 1' (TYP. 5YP FRAME) #�� 1 p�'` FRAME TO MASONRY) �2 5IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) O 5IMP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) ® 5IMP50N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO MAS/FRM ALL-AROUND) O 61MP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) ® 6IMP50N HTT4 - (1) 5/8" did, A.B. + 18-16d BOLT IN SIMPSON SET EPDXY, EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) O 6IMP50N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO MA50NRY KO. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2-PLY TRU55 HEEL TO MASONRY) (3365w) 5IMP50N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/811 (MIN) INTO MASONRY KO. BLOCK SET IN SIMPSON SET EPDXY. ® 6IMP50N MSTAM 36 - (4)1/4 x 2 I/4" TITEN TO BLOCK AND 1-I0d TO FRAME ® 5IMP50N LGT3-5D5 25 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/6" x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) (9� IMP50N HTT5 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 5IMP50N SET `'EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO MA50NRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) l;a 51MP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED AB. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) 11 5IMP60N HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED A.B. INTO MA50NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN SIMPSON SET EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) 13 6IMP60N MT512 - (14)106 11/2" (TYP. SYP FRAME TO FRAME ALL-AROUND) 14 SIMPSON L5TAI8 - (14)10d (TYP. FRAME TO FRAME) 15 6IMP60N HT520 (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO FRAME ALL-AROUND) 1(0 61MP50N L6TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) 1� (2) 5IMP50N MT518 - (14)10d 11/2 1' AT EA. STRAP (TYP. SYP FRAME TO FRAME) 18 (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) 19 SIMPSON 5T6224 - (28) l6d (TYP. FRAME TO FRAME ALL-AROUND) 2� (3) SIMP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) 21 (4) 51MP60N 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 PAGE$ 24 5IMP50N HT6MI6 - (5)10d w/ (4)1/42114 TITEN (TYP. SYP FRAME TO C.M.U. ALL-AROUND) 25 SIMPSON M6TCM40 W/ (14)-16d SINKERS AND (10) " x 2 ' TITEN SCREWS SIMP50N M6TCM60 W/ (26)-16d SINKERS AND (14)" x 2" TITEN SCREWS NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU56 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER SIMPSON 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 PURPO5E6 ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. TfRU66 D 3i N NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S IN5TRUCTION5 MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNL E55 NOTED OTHERW15E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EACH/ (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. M XA ) W/ M 10d x 1-1/2" l,i5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED+) (UND.) 3. ALL FRAME TO T%55 CONNECTIONS TO BE 5IMP50N HIOA W/ (18)10d x 1-1/2" OR 5IMP50N HT520 W1(24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMPSON M6TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M8TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SFECIFICATION FOR L-EDGIERS (THE FOLLOUJING $HALL APIpLY UN O ) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA, x 3" TAPCONS AT 12" O.G. 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 TRU55 6I5TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 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: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 12'' O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD625600 SCREWS AT EA. STUD Oro" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" AB AT 12" O.C. STAGGERED W/ SIMPSON 1-44 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 (LF) - 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 24'' O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) 51MR50N 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI�o AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HAN;;ERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. TRADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS GARAGE LEFT x 0 C NOD N0) 0 '� N `/ ~ 2 J ' LL O Oo E N QI: < M ' z° JOB NUMBER 27002.355 CAD FILE NAME LOT 307 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSNAR• FLORMA 3*77 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM T'AMPA • E)EIVVER. EST.1994 o�� 71l! Vortex Engineering, LLC, 607 S Alexander St„ Sulte 103 Plant Clty, Florlda 33563 813 704.4842 FL# 52683 - COA# 2BC35 Paul D, Kidwell, RE - HEREBY CERTIFY THAT I HAVE RE`/IEWED THE ATTACHED DE516N, AND FIND IT TO DE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDING C.ODE,RE5IDENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD 5EARIN6 GONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANOE5 AFTER TRIJ% LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. 5EALED FOR 5TRUGTURE ONLY 2582 • T1 TLE • TRUSS STRAPPING PLAN • SHEETTR • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8"STUCCO OVER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALLY AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS 1" RANUI=ACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY" OF THE TRUSS MANUFACTURER. THE TRUSS 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 TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS a 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 OP RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE 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 BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL_ CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 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'S SPECIFICATIONS SUCH THAT IT WILL. WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ++ NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 'a 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOM3=5 W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8 TYPE X' DRYWALL ALL PR GARAG WALL TO BE 1/2 DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OP 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/0" STUCCO OVER I5/32" OSB. ROOFING 4 PLASHING (NOTE- SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R905.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL PLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"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 SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT PRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 6 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS • Y OTHERS. SECOND TF- OOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS 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 IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR PLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1,2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318), 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STS UCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRICTURES (TMS 403) 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURE (ASCE-1). 1.5. SPECIFICATION FOR THE DE56N,_FABRICATIOIN 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CC:INNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPU LATEST EDITION. 1.1, NATIONAL DESIGN SPECIFICATION" WOOD CONSTRUCTION (NDS) LATEST EDITION. I.S. AMERICAN PLYWOOD ASSOCIATION DESIGN GCNSTF UCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: RDGF SUR=ACE LIVE: 20 PSF ROOF SURFACE DEAD: 1 F F FOR SHINGLE OR METAL, 20 PF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 23, OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE R301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN S PSF AT ELEVATED FLOORS, CONTACT EW31NEER FOR REC CMI'1ENDATION5 2.5. WIND LOADING SEE TABLE FOR CRITERIA, 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE O= 2000 PSF, 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1, OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. GONCIRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi a 28 DAYS (UX0.), 4.3. REINFORCEMENT RE5ARR5 ASTM A615 GRADE 60 (U.N.O.) 4.4. WELD WIRE FABRIC (la,U.F ASTM A185) or F115ER MESH PER ASTM C1116 TYPE III 4.13. USE Olio BY VOLUME MINIMUM (1.5 LBS / CU YD) 4.5, LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONR y: 5.1. MASONRY CONSTRICTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, SPECIFICATION FOR MASONRY STRUCTURRES (ACI 530.1/ASCE (o/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORRADO. THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AI-ERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIR 31NIA: EXCEPT AS MODIFIED BY THE RRQUIIREMI=NTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRICTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIRMENT IS f'm=1500 PS. 5.23. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD, 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2B, QUALITY ASSURANCE IS NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH ASTM C416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP R OF V-11", 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 533. IREINFOIR✓EMENT, Pam -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI R MAR (MIN.). 5.3.4, WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COJPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 53.10, LINTELS TO BE BY CAST-CiETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE R EC OM,ENDATIONB ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D 1, 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/A5CE 5. MASONRY' CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/Sl, HOWEVER ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/5 )', AND 'MICHIGAN CONTROL JOINT'- 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 5HALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FRRO'1 WARRP. 6.3. FRAMING WALLS 4 COLUMNS 63.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRUSS BEARING LOCATIONS, UNLESS NOTED OTHERWISE. 6.3.2. NOT USED 6,33. NOT USED 6.3.4. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 1*2 OR BETTER 6.3,5. INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE SPACED a 16" O-C, 4 SHALL BE S.Y,P, OR BETTER 63.6. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED, ALL 4x MATERIAL MAY BE •2 GRADE UN.O. 6.3.1. INTERIOR NCN-LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER V -0 a MID -HEIGHT, 4 SHEATHING JOINT. 5RACE GABLE END WALLS a 4'-0 O.C. AS SH0j.N IN DRAWINGS, 6.3.9, ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 4 SHALL BE FASTENED PER P/53. 50TTO'1 PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ IEACTION LOADS OVER 50001 TO BE CONTINUOJ5 THIR..1 TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSUI;RE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A GCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARRG LP-2, 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24'' O.C,). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE, 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 IRATED SUPPORTED OVER 24'' MAX SPAN 6.62. WALL: 1/16" MIN. THICK SUPPORTED OVER 24'' MAX SPAN, 6.6.3. FLOOR: CARR=ET, VINYL, WOOD, ETC., 3/4'' MIN. TONGUE 4 GENE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MARRBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS. 6.1. ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRRJCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSM STR ,IG TIE CO., USP, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCSI RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (UXO.) 6.10. ALL WOOD FRRAMING SHALL BE IN CCMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6,11, INTERIOR SHEAR WALL SHALL BE CONSTRICTED BY ATTACHING 1/16" APA RATED SHEATHIW;� TO ONE SIDE WITH NAILING PATTERN PER 'O'/52, ATTACH TO SLAB WITH 1/2" DIA x 10" A.B. s 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 a 24" O.C. MAX TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 5IMP60N HT816 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES 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 s ROOF DOWNSPOUTS SHALL DISCHARGE 6 LEAST 1'-0" FROM BUILDING SIDEWALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEWALLS. • 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 OP TREATMENT/APPLICATION A CERTIFICATE OP COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. + BOXED AREAS IN CONCRETE F=LOORS FOR SUBSEaUENT 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 1=0UNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE ISSUED 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 SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAWS OP 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 5PECIFICATION FOR BUCK ATTAGWENT FOLLOVIZ SHALL AFELT .O. • IF Ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS a 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYR ALL 2x (WINDOW BUCK ATTACHMENT.) L I1 I ITAT IONS (THE FOLLOWING -PLY U.N.O.) FR-LEU15LAONS15LE EX ENGINEERING, LLC. HAS CHECKED THE HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA ING CODE, RESIDENTIAL 5TH ED., AND IS NOT FOR THE DESIGN'S ARCHITECTURAL R DRAFTING CRITERIA (I.E. - DIMENSIONS, ETICS,CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN IS THE RESPONSIBILITY E DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING $HALL APPLY UNA) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA.. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 7 • 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 THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 51=EGIF1GATION FOR LANDING5 4 5T,4IR CON5TRUGTION (THE FOLLOWING 5HALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2XI2 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMP50N LSC HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/GONG. WITH 4" DIA X Y TAPCONS AT 8" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• WOOD WITH (4) 0.131 X 3�" NAILS AT EA. STUD MIN. (16" O.G. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• o CONC. W/ "DIA. X 3" TAPCONS a 12" O.C. of a WOOD ATTACH W/ 0.131 X 3�" NAILS AT S" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS - of JOISTS TO BE 2X8 *2 SYP, MIN. a 16" O.G. to IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. of IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X321" R.S. END NAILS AT EACH LANDING JOIST, (2) 0.131 X 3j" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3"" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCON5 a 8" O.C. STAGGERED a MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. FOR STRUCTURES 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)." ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF © 10 SQFT + 28.8/-117.9 PSF ® 20 SQFT + 26.7/- 109.8PSF © 50 SQFT + 22.5/- 100.1 PSF ® 100 SQFT + 20.4/- 92.4 PSF WALL ® 10 SQFT + 50.0 /- 67.0 PSF © 20 SQFT + 46.6/- 62.7 PSF 50 SQFT + 44.9 / 57.2 PSF © 100 SQFT + 42.4/- 55.5 PSF © 500 SQFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH +44.6/-49.7 PSF 10' WIDTH + 43.9 /- 49.2 PSF 12' WIDTH + 43.2/- 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 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANCIE5 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 DOPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS �ieeeeee BY % °Ci >e e ,E<� O �y1 <w� - < TO qj ��<� Q �Q Q�- z Lw ry 0 LU DATE 00-30-17 SCALE NOTED DRAWN M<A=C)K JOB - content: Structural Notes Sheet number: N1 141-3O PRE- ENGINEERED WOOD 12 TRUSSES gal 24" O/C UPLIFT CONNECTOR (SEE TRU55 (TYP.) 5EE ELEV. SHEET FOR SCHEDULE) SIMPSON 5P2 EA"STUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE 112X'' FASTENING S.P.F. TOP PLATE ° �•\77 ,. / 1I •° 'O .� I .. ` ado 4 A ° •° A d .. 03c2-1/2II 04=2-1/2 6 a. ., d /. d I E, 'f I 41 8 I n8 n ° LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK ' .° PLAN FOR SIZES 4 MORE INFO. (--L-�Masonry Wall Reinforced Cell Detail $.� SCALE: NTS 10" MIN. ` Bx8 K.O. CUM BOND BEAM — — — — w/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL d , -- --- ------ w/ 1- 05 BAR CONT. EMBED ACI 5TD" HOOK IN d15 BAR VERTICAL WALL REINF. BOND BM. r GROUT CELLS 50LID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF FOR LOCATIONS TRUSS TOP PLATE SPH4 CONNECTORS SHOWN. BRG" TRU55 BRG. FOR WALLS LARGER THAN I Rebar Lap, Embedment & Hook Schedule 2x8, USE 51MP50N SPI'5 ON $-� SCALE: NTS SEE PLAN SEE PLAN "J" BOLT W/ NUT WASHER (REFER TO EACH SIDE OF STUD TO NOTE: BOTTOM PLATE 15IMP50N DOOR MANUFACTURERS INSTALLATION #5 DOWELS SEE PLAN FOR TG I G G D REGARDLE55 5P2'5 ON EACH SIDE OF VERT" WALL iN5TRUCTION5 FOR SPACING 4 SIZE) NOTE: LOCATION LAP 25" MIN. STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT 2x6 WALLS USE 5PH6 WALL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS 50L10 2x6 P.T. JAMB UPLIFT CONNECTOR CONNECTORS IN LIEU OF EMBED ACI INTERIOR LOAD (SEE PLAN FOR PLANS, WALLS SIMPSON 5PH4 w/ 5TD. HOOK IN SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRU55 SHEET FOR • ° NOTE: (SEE TRU55 SHEET At 2x8S UJALLS USE 5PH8 CLEAN OUT BEARING WALL ADDITIONAL STRAPPING 4 FOR AT FOOTING STUDS a 16" O/C ROOF TRUSSES COLUMNS n NOTWITHSTANDING MANUFACTURERS - CONNECTORS IN LIEU OF " (W/O UPLIFT) a _._. J, 0 E FINISHED EITHER SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. ; . , • • ° .. °•• FLOOR DIRECTLY OR STUD BEARING WALL (SEE MIN" B SHALL BE ATTACHED TO THE DBL. TOP PLATE 0) SIMPSON 5PH4 W/02) 106 FOR WALLS LARGER THAN •,4. s GARAGE TO ,°. INDIRECTLY FOOTING SEE FOUNDATION PLAN PLAN FOR SIZE) 5YP 2x4 MIN" MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON SPl'S ON ° � °''' . FOR SIZES 4 MORE INFO. HOUSE WALLS ' GARAGE TO ARE TO BE 5TUD5 6 16" O/C A.B. AT 24" O.C. STARTING 9" MAX. EACH 51DE OF 5TUD TO •':'.: = • :' : ' a; INSULATE PER 1/2 GYP. BOARD 1/2" GYP. BOARD 1/2" DIA. x 8" HOUSE WALLS, BUILT AS WA �, 2411 TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS BOTTOM PLATE SIMPSON BEARING WALL CALCS/SPECS 1/2 DIA. x 8 TITEN Hp FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK 5P2'5 ON EACH 51DE OF •.:.«• TITEN HD � 48 INSULATE PER O.C. FOR A MAX. UPLIFT OF • O.G. MAX (SEE CALC6/5PEC5 W/UPLIFT SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 1 STUDS '� 16 O.C. STUD TO TOP PLATES. FOUNDATION (1) SIMPSON 5PH4 150E LBS" ON EACH TRUSS MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2'' DIA. U.N.O." (SEE FOUNDATION PLAN OR PLAN FOR w/ 12-106 NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 6 2'-0" INSULATION OR PER ENERGY Masonry Column @ Lanai/Entry Detail LOCATION OR STUD (STRAP OR EXCEPTIONS) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC6./5PEC5. N EXCEPTIONS) NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S-1 SCALE: NTS PT BOTTOM PLATE E E W/ROOF UPLIFT) PT BOTTOM PLATE S 1 SCALENTS CONTROL. U"N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE OL ;4 °d.:' 01 -0 DBL SYP TOP PLATE (1) SIMPSON 5PH4 W/(12) 106 z —05 BAR TRANSITION 4 CONC. SLAB. SEE COMMON NAILS EA. STUD STEEL ACI STD. - _ FOR WOOD FRAME WALL TO FOUND. PLAN FOR 4 ' : HOOK (TYP) —I FOOTING SEE K.O. CMU BOND 1 I— —i FOOTING SEE I I— - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. w A I— — FOUNDATION PLAN FOR =1 I I=1 1� ELkV E'-E" TOP OF SLAB 0 BEAM SIZES A MORE INFO. FOR SIZES MORE OCCUR A LINTEL USE 1/2 x 6 SP4 TOP INFO.. THREADED ROD SET IN Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. a - - - -' " _ U_- ; SCALE: NTS � •" ''••...,., •° „a,=�_._-�-•.--:. S-1 SCALE:NTS S 1 2 X S.Y.P. 5TUD5 16" D:C -U.N.O.0 , •, • , , ..' ' ' ''L SEE FOUND. PLAN VERT. WALL REINF. Without Uplift With Uplift FOOTING SEE: LLI FOUNDATION PLAN FOR • + LOAD BEARING OR `n SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. #5 BAR TRANSITION SHINGLE /TILE ROOF -SEE ELEVATION EXTERIOR WALL 2 x STUD 195�o MODIFIED PROCTOR PER ASTM D1557) STEEL ACI 5TD. ~ PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD HOOK (TYP) PER MANUFACTURERS SPECIFICATIONS. SEE TRUSS 24 O.C. 8 C. M. U. Gara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV. 10" x I/2" DIA. "J° 1 X P.T.STUD S DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALC5. BOLTS I WASHERS s W/ Uplift SCALE: NTS ... '•,j • , s A INSPECTION. IF SHINGLE IS USED, 2'-0" O.G. (MAX) �t n 05 VERT. IN FILLED j. UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLE55 NOTED OTHERWISE SEE CENTERED ON WALL CELL 9E5.2.7" TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2'' DIA x 6" FLOOR p Mason Transition Detail (4) 10d NAILS S 1 SCALE: NTS BRNG WALL TITEN HID TRU55 INTO DBL NOTE: ELEVATION VARIES r BRG. REGARDLESS OF ANY # OTHER NOTE, ALL TOP OF MASONRY SEE PLAN SYP LUMBER TO BE 1 OR BETTER ;,; TITEN HD 48 O"C, IF 2 X P.T. PLATE 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL" TOP PLATE--�'"�` FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE 1/2" GYP. BOARD " . ;' g TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR UPLIFT. 24 O.C. IF EXTERIOR FINISL WITH UPLIFT. ° . (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY PAGE FOR GARAGE 5OFFIT/FA5CIA DETAIL u� -e _ - • . SECURE PLATE W/ 10" I/2 GROUTED ° I` •. : ,, APPLICATION DIA. J BOLTS e VARIES SEE ROOF PLAN �'— p : °' GRADE WASHERS a 4'-0" O"C. r 8"x8" K.O. CMU BOND BM. w/ 1 #5 BAR b p° " — _'1T (MAX") CENTERED ON 2X 5"Y.P" #1 STUDS 16"O.C. ° (1) 51MP50N 5PH4 DRILL EPDXY NOTE: Ix2 PT NAILER . ° ° ° p — — _ WALL. (REFER TO FND INTO LINTEL/BONA CONY. (MIN LAP = 25) GROUT CELLS ° p ° . ° — — FLR PLN FOR WALL • MISSING DOWELS: WHERE FOOTING I/2" DRYWALL SOLID VERIFY W/ FLOOR PLAN. TYP" °� : P.. ° _ — INSULATION OR PER ENERGY OR CIP BEAM THICKNESS) CALC5./SPECS. ABOVE WITH DOWELS ARE PLACED INCORRECTLY e° MINIMUM OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF" Vx8" PRECAST CONCRETE LINTEL -s CONT. 2X PT 50LE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W/ WINDOW OPENINGS SEE FLR PLN °'. ' o °' —__ 4"GONG. SLAB. USE 51MP50N SET GRADE 6E #5 BAR. INSTALL IN SLAB EMBED ACI 5TD. HOOK FOOTING SEE a — W/ 5" MINIMUM EMBEDMENT, USE IN BONA BM. #5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — — — — — — — SEE FOUND. PLAN HIGH STRENGTH J 51 5" MIN SET EPDXY. MAXIMUM OF 3 FOR MORE INFO" EPDXY SIZES 4 MORE INFO. — — _ — — _ — —r�,, I, IN A ROW 4/OR 10 TOTAL ON A PRECAST GONG $ILL — _ — — — — — EL V E -,a TOP OF SLAB PROJECT WITHOUT WRITTEN APPROVAL. — _� I-1 � I —I I 1=1 I 1=1 I I=.III—I � I- , .., , • .. . , . ,...... y:... '• I . ,. . CURTAIN NAILER PT .• — lx4 6 WINDOWS 4 5"G"D. , ., •J 15 BAR VERT. WALL REINF" CONT. • M1551NG TRU55 ANCHORS: TRUSSES TO BOND BEAM. EMBED ACI 5TD. AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS - - - - - «, v. y ..'� =.r•-" . WHICH R PLACED SUCH THAT AN HOOK 6" IN BOND BEAM. GROUT ,. SEE FOUND. PLAN WINDOW W/ SCREEN USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE EMBEDMENT ANCHOR 15 MISPLACED (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'S ON W FOUNDATION PLAN `�• ' �. DRILL 4 EPDXY . - w OR M1551NG MAY BE FASTENED TO THE EACH SIDE OF STUD TO TOP PLATES. U.N"O." FOR SIZES 4 MORE 1 MINIMUM EMBEDMENT u MASONRY BOND BEAM U51NG ONE 8"x16" C.M.U. PER A5TM C-90 (TYP.) INFO. CLEAN I COMPACTED SOIL. 5" SIMPSON SET SIMPSON HT5M16, MAX. GAP 15 1115 # Ix2 PT FIR STRIP 24 O.C. FM=1900 P.5.1. (MIN.) W/ TYPE M OR (95% MODIFIED PROCTOR PER ASTM D1551) EPDXY MAXIMUM OF 5 IN A ROW 4 10 TOTAL 5 MORTAR PER A5TM C-270 WITHOUT WRITTEN APPROVAL" R Ix4 PT BASE NAILER K Gara a Wall Section Brn Wall �- 1/2" DIA x 6" SIMPSON H3 w/ 8-56 S 1 SCALE: NTS INSUL. PER CALC5. 8 5PECS TITEN Hp 24° NAILS FASTEN TO TOP W/O Uplift EXISTING MASONRY 4"GONG. SLAB. SEE — TITO'CBOTTOM PLATE PLUS BOND BEAM OR FOUND. PLAN LORIZ. BLOCKING 48 2X STUDS SLAB ELEV E -E TOP OF SLAB REINFORCED CELL O"C. 1/2" GYP. BOARD 24"O"C. FOOTING 5EE - 2x4 PT PLATE SSECURE PLATE EJDER INSULATION OR FOUNDATION PLAN FOR SIZES � MORE INFO: ` Ir ACTUATED PINS •� 11 5/8 CEMENTITIOU5 FINISH PER • AC O.C.D EQUAL PER ENERECS. GY Typical Ext. MasonryWall Section FBCR 7E3.6 Q TYP. Retrofit Vert. Dowel Detail CONY. 2X PT SOLE S-1 SCALE: NTS S 1 SCALE: NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. CMU WALL-5EE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: Ll EL V 0'-0" TOP OF SLAB TOP TIE BEAM PLAN B ." , NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENT, •M SEE N-1 FOR I" 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. W — — — — — — — — — `' 05 PERT. CORNER r' ADDITIONAL/ALTERNATE 14l ' : • ; _ SEE FOUND. PLAN - i CELL FILLED W/ PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `� N CONCRETE FOOTING SEE CONTROL JOINT DOES NOT EXTEND 1" 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR LEAMODI COMPACTEDN 4 TOR PER ASTM D1557) CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE THROUGH TIE T DOE O BLOCK O.C. IF RE515TING UPLIFT LOADS OR 3 1/2 EMBEDMENT AT 48 O.C. IF RESISTING GRAVITY SIZES & MORE INFO. #5 LAP — —CONY. #5 BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) LOADS EXPOSED FACE GGURSEB K-,Garage Wall Section Non-Brn . 2511 LAP x m le CMU Wall Control Joint Detail H Wood Frame To Masonry Attachment Detail $ SCALE: NTS E E a p $-� SCALE: NTS R Corner Continuity Detail S 1 SCALE: N.T.S. Brng Wall Only S 1 SCALE: NTS 101, MIN. ` • K"0" CMU BOND BEAM EMBED ACI . 5TD. HOOK IN BOND BM. 05 BAR VERTICAL WALL REINF. *: GROUT CELLS 50LID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25'' MIN. CLEAN OUT EMBED ACI 0'-0" FINISHED 5TD. HOOK 1N `: FLOOR FOOTING ,'• • 2X4 PT 5TUD5 6 16" O.G. OR :•:• ::r< '; �,.' FOOTING SEE FOUNDATION T CRICKEAS • . ° ,. (1)2X4 PT STUD 6 24" O.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP _ CARRIER/GIRDER TRU55 == SIMPSON 5PI @ EA. STUD VMAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24'' O.G. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 0 EA"5TUD MOISTURE BARRIER 8"X0"X16" K.O. BLOCK W/1 15 CON (1*5 VERT. IN CONG"FILLED CELL 8 FILLED W/2500 P51 GROUT W/ 5TD. 90' HOOK IN K"O. BLOCK y. WATCHING LEGEND AT 2x(o WALLS USE 5PH6 ® CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonryall Detail (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE: NTS REQUIRED LAP 51PLICE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHE5) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE "All tBll llcll ID11 l All I1511 llCjl 11011 03 11/8 41/4 1 15 21/4" 41/4 91/4 18 "4 2 1/2 5 5/8 9 1/2 20 3" 5 5/8 12 1/2 24 "5 3 1/8 1 II 3/4 25 3 3/4" 1 1 15 1/2 30 "6 3 3/4 8 1/16 14 30 4 1/2" 8 1/16 18 1/2 36 "T 4 3/8 9 13/16 16 1/2 35 5 1/4" S 13/16 21 3/4 42 - - 8" 11.25 24 3/4 46 9" 121b6 28 54 W - - 10" 14.06 31 60 011 _ 11" 15.46 341/4 66 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED SY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLES5 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY � r° Q • • s w �, • ,� tea••... •• e®a� IIIIII WOW Lw ih z J w��Ed¢ O ~ ' ' 9 �R F, Syr L �aNN Q s � Lu LL low Mom won 0mom vj) r 0, DATE 00-3047 SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: �1 SEE TRUSS 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAPF4W: FASTEN EA 5TUD NOTE: 5IMP50N MT515 EACH TRU55 DORMER ROOF BY TRUSS MANUR OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING I II L5IMP50N L5TAI2 EACH WITH 4-161D COM V V STUD OR EQUIV. TOENAILS 6 EACH END ROOF TRU55 BY ROOF TRU55 MANUR TYP. LOAD BEARING WALL CONST, 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT. Dormer Knee Wall Attachment Detail S 2 SCALE: NTS 2x8 LEDGER W/ 2x8 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAILS a PLYWOOD 0 R,5. NAILS 6 EACH STUDS PAST EACH STUDS [EXTEND 5 HANGER TO WOOD BE 51MPSON LUS, LSU, [PRE-ENG. FLOOR TRU55E5 OR LSSU HANGER TO PRE-ENG. BE 51MPSON PRE-ENGINEERED MIN. WOOD ROOF LUS, LSU, OR WOOD ROOF TRUSSES TRU55ES L56U MIN. INTERIOR AREA PLYWOOD TO 2x8 LEDGER W/ INTERIOR EXTEND TO 4-0.131 x 3 1/2" R.5, AREA BOTTOM OF WALL NAILS 6 EACH FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRUSS R.5. NAILS LAYOUT EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRUSS T ical Ledger Detail S-2 SCALE: NTS SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET fFOR STRAPPING CONT. FOR STRAPPING 1/16" MIN. A.P.A. "AT 2x6 WALLS USE �. RATED SHTG. TO TOP PLATE w/ PRE-ENGINEERED PRE-ENGINEERED 5IMP50N SP2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGES w/ (3) 16d TOENAILS EA. END 5IMP50N 5PI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMP50N SP4 w/ (0-10dx1 1/2 NAIL5 EA. STUD " s, INSTALL 1/2 X 6 THREADED ROD IN 6IMP5ON SET EPDXY -s 2'-0" O.C. (MAX) CENTERED ON r-- WALL, CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM B MORE INFO. PLATE - S.2 SCALE: NTS 2X BEARING WALL W/ STUDS 6 16" O.C. � 7/16 APA RATED PRE -ENGINEERS FLOOR TRU55 WOOD SHEATHING 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR J016T WITH 3-0.131 Zz x 3 1/2" NAILS 0 51MP50N C516 EA. STUD TO 5A5E OF 2X4 ?: RIBBON BELOW '" REFER TO TYPICAL 2-5TORY WALL HETA20 HETA20 SECTION FOR INFORMATION NOT CMU WALL SHOWN Cantilevered Floor Truss Over Wall 2X4 RAT RUN BRACING -s 4� O.C. ON TOP ( 50TT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 3-0.131 x 3 1/2' R.5. f EA. TRL JOINT MASONRY W SCALE: NTS 2X4 CRO55 —� BRACING 6 45" O.C. ON TOP OF RAT RUNS FOR 4 TRUSS 5PAN5 WOOD TRUSSES —� 2X4 BLOCKING 6— 24" O/C W/ 3-0.131 x 3 1/2" R.5. 70ENAIL5 3 EA, END 11/2" HIGH STRENGTH OR 5/8" GYP. -SETA 12 6 24"O.C. 2x FRAME WALL SCALE: NTS SPH(o CONNECTORS ROOF TRUSS. 2X -s 16" D.C. ROOF TRUSS. IN LIEU OF SPH4 4 :•1•. CONNECTORS 2x BOTT. PLATE PRECAST SHOWN. AT 2x8 WALLS USE SPHS e CONT. CONCRETE CONNECTORS IN LINTEL. SEE. LIEU OF 5PH4 FLOOR PLAN CONNECTORS FOR MORE INFO, SHOWN. FOR WALLS 16d a 61, O.C. LARGER THAN 2x8, 1/4"X 3 1/2" NOTE: USE 51MP50N 5P1'5 MASONRY SCREW "TYPICAL AT ON EACH 51DE OF POCKET 6 8ll O.G. ALL LOAD STUD TO BOTTOM SLIDING BEARING SYP. PLATE 4 51MP5ON DOOR, PRECAST 0.131 x 3 1/2" COMPONENTS, #1 51=2'5 ON EACH CONCRETE -s 4" O.C. GRADE 5HALL SIDE OF STUD TO LINTEL. SEE BE USED FOR TOP PLATES. U.N.O." FLOOR PLAN POCKET 2x4. FOR 2x FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE U5ED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE 02 GRADE. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." SIZES d MORE SEE FOUND. SIZES & MORE 4"GONG. SLAB. INFO. PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. Ell 4" CONC, SLAB ° 4 SLAB -11;7' 4• .a. ° .• ° 4 ° ° d a 41 ,E-ENGINEERED e �• "°. FLOOR TRUSS CMU Lintel Pkt. Slider Detail ; Wood Frame Pkt. Slider Detail H S-2 SCALE: NTS S 2 SCALE: NTS SEE FLR PLN FOR HDR. SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d 4 WHERE THE HEADER 15 NOT FULL 5'-0" (U SIMP50N C516 OR (1) NAILS EACH 16"WIDTH OF THE WALL, ADD 2x PAD \ MSTA24 w/ 22-10d NAILS - CENTER ON HEADER U.N.O. (11 NOT OVER SO ATHIAN BLOCKING 6 16 O.C. RIPPED DOWN SUFFICIENT TO FLUSH THE HEADER TO `— IMP50N WT616 f EA. TRI85 NAILS EA, SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF TYP. LOAD STUDS) (U.N.0) THE 5PH CONNECTORS ABOVE THE HEADER 4 FOR THE PROPER - BEARING WALL INSTALLATION OF THE CRIPPLE 11IMPLIFT STRAPPING. AT 2x6 WALLS USE SPHS IN FOR ROUGH OPENINGS OVER-------- LIEU OF SPH4, AT 2x8 WALLS USE SPHS 5'-0" USE (2) SIMPSON C516 IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) MSTA24 (U.N.0) ---- SIMPSON C616 IN AN SPH CONFIGURATION. O(3) I3 2x KING STUD 0.131 x 1/2" NAILS TPAD O HEADER U.N.O." MIN. SPECIFICATION FOR KINGS 4 CRIPPLES WHEN NECE55ARY TO MAINTAIN PROPER 01 7�'HE FO OI TN�vH-AL PPLY ..O. `—""� CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-(o" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING 6 48" CRIPPLE 4 (1) KING IS REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES IS O.G. ON TOP EACH 51DE OF THE HEADER. • AT OPENINGS 3'" TO 5'-2" IN -6 ELIMINATED TO MAINTAIN THE FULL SHEATHING 6 3" DEPTH HEADER SPECIFIED IN THE PLAN OF BOTT. CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH 61DE OF THE O.C. ALL AROUND SET, IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE55ER DEPTH HEADER TRU55 SPANS HEADER WITHOUT WRITTEN PERMIS51ON FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 2-1(od 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE 5PH4 CONNECTORS TRU55 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 TRUSS CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. HEADER. 51MPSON A34 (ON SECOND FLOG F ROU H OPENINGS UNDER SST5 ONLY (1)51MP60N CONNECTOR SPAN FLOOR Y . TO W/4-Sd X 1 1/2' (ON CONC. SLAB) 51MPSON HTT4 BLOCKING/RUNNERS BELOW 5LO INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET 4-Sd X 11/2" EPDXY 4 118) 16d NAILS CON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OVER5'-0" ONLY (1) 51MP50N HTT4 W/ (1) 5/8 HREAD ROD SET IN WALLS WITH NO UPLIFT, STRAPPING MAY BE 5IMP5ON SET EPDXY 4 (15) 16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. BLOCK SET OR 51MP5ON MSTCM60 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW T Detail .Header S-2 SCALE: NTS SIMPSON A35 ANGLE W/ 12-66X 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS 16" O.C. 5IMP50N SPH4 EA. STUD PRE-ENGINEERED — FLOOR JOIST REFER TO TYPICAL 2-5TOR WALL SECTION FOR INFORMATION NOT SHM 7/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ — 1/4"x 3" TAPCON5 s 12" O.C. WITH MAX. 6" FROM END OF MEMBER s MA5. OPENINGS. 2X MEMBERS ATTACHED W/51MPSON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH CEILING BOARD PER BUCK TO CMU/ WOOD //XATTACH ARCH. PLANS FRAMING. IF 2X THEN TO 2X BUCK. HT616 W/ 16-106 EA, TRUSS TO 2X4 BLOCKING w/ 3-0.131 x 3 1/2" R.S. NOTE: "AT 2x6 WALLS USE 5PH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 MANUFACTURER PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS IF 2X ATTACH TO CMU. CONNECTORS IN LIEU OF w/ 1/4"x 3" TAPCON5 6 Floor Truss To Girder Connection 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6" FROM END OF BUCK. K S-2 2X8, USE SIMPSON SP1'S ON (TYP. ALL 2X WINDOW SCALE: NT5 EACH SIDE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." CMU WALL BEI nuI 2x8 PT VERTICAL (ABV.) e WALL TO BE ATTACHED WITH 1/2'' ANCHOR BOLT 6 24" O.G. TYP. lx4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 6 12" O.C. OR PER MANUFACT. SPECS. Non-Brng, Mitered Glass Framing Detail S-2 I SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM CHORD NAILS EA. 3 NAIL PECS IIIII BOLT REPLACE1IENT CHART- • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE 15 NOT APPLICABLE. 1=OR FRAME TO SLAB APPLICATION ONLY'. • NOTE - THE STRENGTH OP THE CONCRETE SHOULD SE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION SOLOS 15 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 ETEPDXY 1/2 x 6 II 1/2 x 8 5 1/2 E BED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/5" x 6" 5/0" x 6" 5/8" x 5" EMBED 5/5" x 8" 5/8" x 8" 5/8" x 5" EMBED 2X BUCKS ATTACHED W/- 1/4"x 3" TAPCON5 e 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5. OPENINGS. 2X MEMBERS ATTACHED— W/6IMP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 -� NAILED TO 2X OR 5M5 TO MULLION BY MANUFACTURER. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN TO 2X BUCK. ATTACH IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 Q 12" O.C. W/MAX. 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT. EDGES (SEAMS SHEATH BLOCK( FOR WA PANEL SHEATH FOR RC TONGUE GROOV! FLOOR° F_ F_ I— -I r SIMPSON A35 s 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 SIMPSON A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT @ TOP/51DES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 6 CENTER OF ARCH USE DIRECT ATTACHMENT TO CMU/IJOOD FRAMING, WITH' OR WITHOUT 1X BUCK, WITH 2X BUCK 6 EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. I-1/4" EMBEDMENT. SCALE: NTS I— X i L J J 5IMP50N 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 THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMP50N A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT - TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 -8 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 'a EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. —FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. -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'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 e EACH END. 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 FORMATION PROVIDED BY CONTRACTOR. ularity Width Less Than Window Width Attachment TV=1G4L NAILING 5CI4 DULE HIGH WIND NAIL SHEATHING BOUNDARY Eb_G_EF_IELD " R.5, RING SHANK 7/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" " COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN. SCALE: NTS X)ARY LING FOR .L, DASHED ICATE5 'LPLATE OF 3LE END I 65 TOP DRD .INDARY UNDARY LING FOR ERHANG RIGGER O.C. FASCIA OR L PLATE 1NDARY RIMETER OF PHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE 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 APPLICATIONS 5HALL FOLLOW TABLE R102.3.� IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 25055.4 IF COMMERCIAL AT A MINIMUM, OR A5 PEIR MANUFACTURER'S SPECIFICATIONS IF MORE STRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLANS 5ET. o Typical Nailing Schedules Floor, Roof, Wall $-2 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE5S APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY j • ! P \-- Nn ` • • J 4 LU z iE Z o ° z °E¢� O 2 Q) s�z a v j"O� ��° _ "C7 1: CPU r� g <o Q O W x q ?2 " M �- 0~ Q�a f1 � N 4s� Q n �L wo MEM M M �i mom m ti- 0 U, DATE lliS-3m-17 SCALE NOSED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 52 --- PER JOINT JOINT BRACING A Truss Bracing Overlap Detail $-$ SCALE:NTS DBL TOP PLATE WALL SHEATHING NAILED PER '0'/5-2 2x4 WE) CONST.� tv 16" O.C. 2x6 BOLE PLATE - GUT OUTSIDE EDGE PLUMB TO ALLOW 5OLID CONNECTION w/ 5HEAT14ING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4'' x 5" WOOD SCREWS 4" SEE FLOOR PLAN FOR LENGTH 4 WIDTH �FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.S. NAILS 12'' O.C. ALL-AROUND DBL 2X4 PLATE CONT. a 8'-0" (MAX.) U_ W/ SIMPSON HT520 6 32" uT'i TO ALIGNING STUDS BELOW 10 C5 16 TOP CHORD TO CHIMNEY CORNER LASHING ALL-AROUND SADDLE ROOF ELEMENT O.C. ALL-AROUND L TOP CHORD ENG. TRU55ES s 24. O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fireplace Chase Detail $-$ SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS—\ rUSNC.cHEDULE TABLE FOR ATTACHMENT. EGINRIN I 1'-0" APA RATED SHEATHING. SE�� NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.D. DROPPED GABLE END FOR OUTRIGGER (1) 51MP50N L5TA12 5TRAP 48" O.C. HETA 20 6 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL-/ LUKD #5 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED R TRU55ES 6 24" D.G. 0 SEE DETAIL A ON THIS SHEET (TYP) .. 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAILS 7" 0.131 x 3 1/2 R.5. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 6 ft FROM \-I/2" MA50NRY WALL) GYP BD FLAT OR CATHEDRAL ,;. NOTE: CRO55 BRACING d ALL BLOCKING TO BE REPEATED 48" O.C. TYP. able Section - For Gable Less Than 4'-0" High SCALE:NTS APA RATED SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 5TRAP 48" O.C. (1) SIMPSON LTAI -' 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MA50NRY UJALL- WKI) 05 REBAR CONT. IN KNOCKOUT COURSE 4 BAY OR 0'-0 M/N. TRUSS 2x4 BLOCKING (1) 51MPSON LSTAI2 �- 1/2" OILING GYP BD W/ 5d BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA CHORD 1/2" TOENAILS 0.131 x 3 1/2'' NAILS (4 BAY OR 8 ft FROM EACH END, Is (0" O.C. MASONRY WALL) UNO. CONTINUOUS �1/2" GYP BID NOTE- CRO55 BRACING 4 ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. )Expanded Blocking Information Diagram SCALE: NTS APA RATED 5HEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (U.N.O.) 2x4 "T" BRACE OR L5TAI2 PREFAB ROOF TRUSSES 24" O.C. \\\ PRE-ENG WOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT RAFTER PROVIDE (5) 16d NAILS EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 'a ATTACHED 5TRUCTURE5 WHICH ARE ONLY PARTIALLY ENCL05ED SUCH AS ENTRYWAYS 4 PORCHES NOTE 5: 4'-0" 1 4'-0" 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE 12 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL w/ (2) 0.131 x 31/2" TOENAIL5 COOLER NAIL5 7 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" ---- 2XIO OR 8 FEET FROM MA50NRY WALL) 4'-0" TO S'-0" ---- 2X6 15'-0'' TO IV-0 " ---- 2X12 V-0" TO 12'-0" ---- 2X8 Gable Diaphragm Side Wall F 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) S-3 )(For Illustration Only) SCALE:NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10, IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE 51MP5ON M5TA24 TEN51ON STRAPS Q EACH TRU55 USING (14) 106 NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHE 5TRAP BY CUTTING A HOLE INTO THE SHEATHING -8 EACH SIDE OF TRU55 4 THREADING SCHEDULE TABLE FATTACHMENT. U.N.O. UJ/(4) 0.131 x 3 I/2" NAILS THE U-SNAPED 5TRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 8 WRAP TO TOP CHORD U51NG SIMPSON HT520 W/ ( 20) IOd. NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 MAX 7U.N.O. RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" o RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (6) 106 NAILS. APA RATED 5HEATHING. o TRUSSES '� 24" O.C. SEE NAILING SCHEDULE 5.' SECURE RAFTERS TO RIDGE BEAM U51NG SIMPSON L55U210 SLOPING HANGER Wl (10) 10d TABLE FOR ATTACHMENT. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM d (1) led x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d COOLER NAILS 7" O.C. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L56U28 W/ (10) 106 8 (5) 10d x 1 1/2" FOR 2x8 DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 51MP50N L5TA12 BEAM W/ (5) IOd NAILS. STRAP 48" O.G. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55ES AT TOP CORD FOR M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT (1) 51MP5ON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACHLENDI INTOUPOPCORp 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. K-j--�Valley Set Attachment Detail GABLE a: DETAIL (TYP) PLAT OR CATHEDRAL $_3 SCALE:NTS 8" MA50NRY WALL W/(U 05 I/2" GYP BD REBAR CONT. IN "a NOTE: CRO55 BRACING 8 KNOCKOUT COURSE INSTALL 6IMP60N LUS24 ALL BLOCKING TO BE KNEEUJALL MIN. EA. SIDE OF THE REPEATED 48" O.C. TYP. 5TUD5 MIN. CEILING J015T5. JOISTS 16" D.C. TO BE PER NOTE #1 TYP. Masonry Gable End G S-$ SCALE:NTS ATTACH THE FRAME SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. SCHEDULE TABLE FOR OF CEILING WITH ATTACHMENTS 4-0 x 3 1/2" NAILS A TO EA. STUD ALL 2x4 DIAGONAL AROUND PERIMETER I Ix ATTACHED��14) 0.131 x A APA RATED 1'-0" 3 1/ NAIL SHEATHING. 5EE MAX INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR , ATTACHMENT. U.N.D. (1) SIMPSON L5TA12 EACH END OF "L" 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7" O.C. T Frame Down CI Entry BRACE OR EQUAL, DIAPHRAGM M . . AREA (4 BAY OR 8 ft FROM MASONRY WALL) S 3 SCALE:NTS 2x4, 2x6, OR 2x8 S.Y.P. #1 'S 16" O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED SIZING OF STUDS TRU55E5 6 24'' O.C. FLAT OR CATHEDRAL 2x BLOCKING e ALL (1) 51MP5ON HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. $ 3 SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E5 SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB-V) APA RATED SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.D. UNBRACED WALL HEIGHT #2 SYP 8'-0" 2x4 a 16" o.c. S'-8" 2x4 6 16" o.c. 9'-O" 2x4 6 16" C.C. 9'-4" 2x4 e 16" o.c. 10'-0" 2x6 6 16" OZ. 141 mph MAX., Exq. C. Enclosed. ° ° 6001 3� OMPRE55ION WEB SLOPING OR VERTICAL WHEN TRUSS STUD ARE- ALIGNED SIMPSON TWI5T 5TRAP TYPE CONNECTOR (HTS/MTS) MAY BE Iz ONTINUOU5 PERMANENT LATERAL BRACE (CLB) NAILED TO TRU55 4 STUD BELOW, NO 4 15 LADED NS STUD. NOTE: "AT 2x6 WALLS USE 5PH6 ERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 AT 2x8 WALLS USE SPHS 5HOULD BE REPEATED CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN lx4 MIN. BRACING W/(3) 0.131 x 2x8, USE 6IMP50N 5PI'5 ON 3 1/2'' NAILS 6 INTERSECTING EACH 51DE OF STUD TO WEBS BOTTOM PLATE 4 5IMP60N SP2'6 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." I CLB Diagonal Brace 20' Max Intervals Detail NOTE:: SEE TRUSS LAYOUT FOR ANY ADDITIONAL S_3 SCALE: NTS STRAPPING REQUIRED ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN -- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X1O 15'-0" TO 18'-0" ---- 2X12 NOTES 1. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO 51MP5ON'5 INSTRUCTIONS 4 5PECIFICATIONS. NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT I6" OC MAX. SPACING (#2 5YP MIND" Exterior Frame Wall Table SCALE:NTS WHEN STUD IS NOT ALIGNED ° WITH A TRU55 o AND/OR WHEN TRUSS STRAP IS . • . NOT DIRECTLY C . ° " ATTACHED TO STUD USE (1) SIMPSON SPH4 L'� OR 5P2 TYPICAL HIOA CONFIGURATION, DO NOT NAIL THROUGH OTHER 5TRAPPING/CONNECTOR6. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. rame Wall Truss Connection Detail SCALE: NTS 0,131 x 3" COMMON 6 16" O.C. 4-0.131 x COMMON N A SEE TABLE FOR NAILING zSCHEDULE 6 5PLICE 3-0.131 x 3"COMMON EA. SIDE OF JOINT 5TUD5 16" o.c. �U 4-0.131 x 311- COMMON SEE TABLE BELOW 2-0,131 x 3"— �� / FOR LAP5PLICE COMMON TOP PLATE EAFENER5 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 9 SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 3" 0/C 0.131 x 3" Q S" O/C TOP PLATE FASTENER 5CHEDULE (INTERIOR WALL) LAPSPLICE NAILING iv SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 9 6" O/C 0.131 x 3" 0 8" O/C 4-0.131 x 3 1/2" COM.OUBLE TOP e l LATE 0,131 x 3 OUBLE STUD 1/2" COM. 16" o.c. PT BOTT. a, PLATE 2-0.131 x 3 1/2" COM I2-0.131 x 3 1/2" COM. DOUBLE STUD CONDITION 2-0.131 X 3 1/2" COM. 5-0.131 x 3 1/2'' DOUBLE COM. TOP PLATE 3-0,131 x 3 1/2 "COM. 0.131 x 3 1/2" COM. PT BOTT. PLATE 16" o.c. 2-0.131 x 3 1/2" COM. SINGLE STIED CONDITION t�j 4 51UD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE, 12d COM. - 12" O.G. 4-16d COM. 2-8d COM. q � 2-2"x4" W/I/2" PLYLJD. SPACER NOTE: 2X4'5 d MAY BE TURNED FLATWI5E 50 NO d b,. SPACER IS NEEDED. 16d COM. 6 8" c.c. 10d COM. 6 12" o.c. 4-16d COM. INT. HEADER (NON -BEARING) General Wood Attachment Details NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE om 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 A5 SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS (2) 211x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAILS 5TAGGERED 6 6" O.G. ALONG THE LENGTH OF THE COMPONENT )MM. 16" o.c. 4 HT516 0.131 x 3 1/2" COM. a all O.C. 51MP50N HTT4 W/ DIA A.B. 4 STUD CORNER STRAPPING INFOWATION (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131x3"R.5.NAILS a(o" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN S" U5E (3) ROWS. A c� �J (4) 2"x LAMINATIONS ATTACH w/ SIMPSON 6D525600 WOOD SCREWS STAGGERED a 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS f 6" O.C.. . Nailing Schedule for Built -Up Columns& BEAMS NOTE: 1. SEE TRU55 MANUF,4CTURER'5 TRUSS ENGINEERING CUT 5HEETS FOR ADDITIONAL. PEERI" 1,4NENT 5R,4CING THAT MY BE REQUIRED. 2 "T" BRACING MAY BE USED IN PLACE OF PE:RMANEENT BRACING PROVIDED IT EXTENDS OVER a LEAST SO% OP THE WEB. F t e 0 111 TOP 8 BOTTOM CORD GABLE END. BRACING 4'-0" O.C. MAX. FOR FIRST R Gable & CI Bracing Dia ram (4) ROWS OF TRU55ES SCALE: NTS SCALE: NTS CONTINUOUS 204" 204" SEE EXPANDED BOTTOM CORD BLOCKING BRACING IX4 DIAGRAM MIN. GLB DIAGONAL - BRACE A5 REQUIRED BY BG51 Q z wl a I NONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISGREPANOES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY S., �- � �si . o pz � =LLu ac• d - . i O w�a�Q¢ LU 1�.� �~�`��� w wpoz F �1_g<u d z—Q ��zo-� � $"Q�° z 8 Ng�� c Q Wo �pw� I-I— �Qz}� °�a� Lu I °a °_ Q _ w �� MM ��� O� M . 0 LQ C DATE 049-30-17 SCALE N07ED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 53-141 ` TTOP PLATE 51MPSON 5PH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: 1. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 8 50T. CORD OF TRUSS, SIMP50N L5TA30 w/ 22 -ICd NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. A50VE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL WALLS TO 5E CONSIDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION --� PAGES FOR SOFFIT 4 FASCIA DETAIL LJD, HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVATIONS WINDOW SEE FLOOR \ PLAN FOR 51ZES NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 6IMP50N 5PI'5 ON EACH SIDE OF STUD TO 50TTOM PLATE 8 SIMP5ON 6P2'S ON EACH 511DE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES 624" O.G. MAX. 12 ELE INSULATION 5AFF. LE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 4 5YP TOP PLATE W/ 51MP50N 51PH4 6 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN INSULATION PER — WINDOW SILL CAULK Q WINDOW COMMUNITY SPECS OR ENERGY CALCS 1%16" APA RATED SHEATHING 2 x 4 51LL MIN., NAIL PER SCHEDULE DETAIL ''0" ON SHEET 5-2 2X FRAME WALL SEE T,45LE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM 50ARD 3/4" TeG GLUED LJ/ CONSTR. ADHESIVE 8 NAILED SEE SCHEDULE DETAIL 11 0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.C. 2 x 4 SOLE PLATE —_ SIMPSON C516 OR SIMPSON M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., 5LOCK AS NEEDED 2x4 02 SYP RIM W/ (5) 0.131 x 3 1/2'' NAILS EA. TRUSS JOIST (INSET) 2x4 FLATLU15E VERT. 5LOCKIN SIMPSON HETA20 6 32" O.C. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOI5T5. 624" O.G. NAILING IN STRAPS, MAX IF ATTACHED TO FLOOR 2x42 5YP RIM w/ (5) 0.131 x TRUSSES 3 I/2" NAILS EA. TRU55 JOIST '�°^ 1/2" CEILING GYP. 5OARD SEE (INSET) NOTE ON N-I PAGE FOR GARAGE APPLICATION SHEATHING TO 5E FLUSH W/ 5LOCK IX P.T. PURRING HORIZ. SEE TRU55 LAYOUT FOR STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER s OPENINGS 8" CONC. K.O. BLOCK 5OND 5EAM POUR 50LID W/ I - S RE5AR CONT. HORIZ, MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZES WIND RE515TANT PRE -CAST GONG. SILL 4" HIGH CONC. 5LK. all CMU PER 145TM-C 90 1900 P51 MIN. W/ TYPE M OR 6 MORTAR PER A5TM-C 210. 5/8" CEMENTITIOUS FINISH PER F5CR 103.6 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK -s WINDOW 1/2" GYP5UM 50ARD 4"CONC. 51-45. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES k MORE INFO. A Typical Two Story Wall Section S-4 SCALE: NTS — DIBL. 2 x 4 TOP PLATE SIMPSON 5PH4 EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WC). HEADER (U.N.O.) Wl 1/2" FLITCH PLATE SEE FLOOf PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALG5 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL ''0'' ON SHEET 5-2 USE 2- *5 5AR6 IN K.O. TOP(2) TWO COURSES 8" CONC. K.O. 5LOCK 5OND — 5EAM POUR SOLID (2500 P51) W/ 2 - 15 RE5AR CONT. HORIZ, MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. SILL 4" HIGH CONC, 5LK, 8" CMU PER A8TM-C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER ASTM-C 210, 5/8" CEMENTITIOU5 FIN15H PER F5CR 103.E SEE ELEVATION P14GES FOR ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATI ENGINEERED ROOF TRU55E5 e24" O.C. MAX. 12 ESE INSULATION 5AFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING 50ARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRUSS LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 6 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. 50ARD RETURN WINDOW 51LL CAULK a WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 6-3 FOR 5PAC ING. 1/2" GYPSUM BOARD INSTALL 1/2'' DIA. x 8" "J" 5OLT8 4 UJA5HER5 W/ 5" IM5ED a 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP50N SPHS 2x8 PT SOLE PLATE 1X P.T. PURRING HORIZ. I x 6 P.T. CURTAIN NAILER a OPENING5 PRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK Q WINDOW 1/2" GYP5UM 50ARD 4'GONG. 5LA5. SEE FOUND. PLAN a v ' I. 1 to a 4 a$ FOOTING SEE FOUNDATION PLAN FOR SIZES MORE INFO. r,,�Typical Two Story Wall Section S-4 WHO Floor System SCALE: NTS I: 11 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15GREPANGIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR DOPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANE) 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 5PEOFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 00- , v W W Q? z® op .• �� d ll# 1 0 S<oZ 1-4 o ho LLJ N3lDOO~yLQ O �pW>Q V Z L ' �-, Q WZ < LU vi CIO Z 0 J LU DATE m8_3m-17 SCALE N07"EO DRAWN MK/POK JOB sheet content: Structural Details Sheet number: 54 ATTACH TRUSSES PER FRAMING NOTES, IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEOWL KING — SHEATHING EDGE5 w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. OREQUAL SIMPSON I�TT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/S" THREADED ROD IN SIMPSON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PI OUIBLE TOP PLATE / SET. // (MIN. STUD GRADE 5YP) 2x STUDS 16" O.C. 011 CMU WALL - SEE --J FLOOR TRUSSES FLOOR PLAN FOR TYP MORE INFO, 2X BOTTOM PLATE WITH (4) NAILS AT EACH PA56ING TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Stra in Detail S-5 SCALE: NTS INSTALL SIMPSON C516 STRAPS WITH (1) /�CRO55 0.131"x3-1/2" NAIL AT EACH PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM AT EACH END TO TOP AND w 50TTOM PLATES/END STUDS. STRAPS SHOULD B; z DIAGONAL AND AT 45 DEGREES OR LE55 IN RELATION TO HORIZONTAL. IF DOUBLE END STUD OVER A S VOID SPACE, INSTALL SOLID 2X BLOCKING BELOW, TYP. AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 7 O.C. OR *6 X 1-1/4" SCREWS 6" O.G. ALONG EDGES AND 12'' O.C. IN THE FIELD, IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x5, USE SIMP50N 5PI'5 ON EACH SIDE OF STUD TO 50TTOM PLATE 8 51MP50N 51=2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." SIMPSON 5PH4 TO EA. D5L 2x S.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 NAILS. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED G MAX. 16" O.G., SEE N75-3 2x4 5.Y.P. 02 R155ON W/4-10d � EA. FLOOR TRUSS, C516 OR MSTA 36 32"O.C. (36" LONG) N FROM EA. STUD TO, (2X12) WOOD BLOCK OR FLOOR J015T 2x12 5YP 02 WOOD ; 3-0.131 x 3 1/2" EA. BLOCK BETWEEN JOINT SIDE. FLOOR JOIST WITH 5-16d HETA20'a 32" O.G. ON THE TOENAILS. INSIDE FACE OF 2x12 NOTE: SEE 'N75-3 FOR STUD INFORMATION SALT. Frame/Masonry Connection #1 NOTE: AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 51'1'5 ON EACH 51DE OF STUD TO 50TTOM PLATE 8 SIMPSON 5P2'8 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 1/2" DIA NUT W/ MIN. 1-1/4" DIA x 1/8" WASHER 1/2" DIA ALL THREAD ROD 1/2 PIA _ /2" DIA ANCHOR BOLT COUPLING A$, EXTENSION DETAIL NOTE: SEE 'N75-3 FOR STUD INFORMATION SCALE: NTS 51MP50N 5PH4 EA. STUD TOP 50TTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. S' SHALL BE IN5T 6 MAX. 16" O.C. DIA. 1/2" J-50L OR WITH 51MP5, SET EPDXY 5" EMBEDMENT 6 JOINT COUPLER NUT 2X4 RI55ON w/ 3-16d EA. TRUSS, LT. Frame/Masonry Connection #2 SCALE: NTS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN, TRU55E6 D244" O.C. AT 2x8 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'S ON INSULATION PER ENERGY CALC5 EACH 51DE OF STUD TO 50TTOM PLATE 4 61MP50N 1/2" GYPSUM CEILING BOARD 5P2'6 ON EACH SIDE OF HURRICANE ANCHOR 9 EACH TRUSS STUD TO TOP PLATES. U.N.O.° PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE — 6PH4 6 EA. STUD PROVIDE (2) 16d COM -S EACH TRUSS 1/2" GYPSUM SIMPSON C516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0" 1105# MAX -a 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (1ST FLR) PRE ENGINEERED WOOD FLOOR TRUSSES -S 24" O.C. 2x4 "2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T ( INSET) 1/2" GYPSUM 50ARD SIMPSON MT516 6 EACH FLOOR TRUSS 24'' O.C. MAX. 1/2" GYPSUM CEILING 50ARD W/ KN CK - -I/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN p5L. 2X TOP PLATE w/ 5IMP60N SPH4 16" O.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM 50ARD 1/2" ANCHOR BOLT -S 24" D.C. W/ NUT 8 2" SQUARE PT 2X 50T. PLAT; w/ BY I/8" WASHERS SIMPSON 5PH4 e EA. STUD w/ (10) 10d NAILS 411CONC. SLAB, SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION a, PLAN FOR SIZES 4 MORE INFO. .-,,Tvgical Two Story Interior Bearinq Shear Wall Section DECKING — 2 "X4" PANEL BLOCKING 6 48" O/C FOR THE FIRST V-0" OF END WALL FROM EA. END. (TYP) TOP 1 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2 "X4" CROSS BRACE 6 48" 0/0 FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" a EA. END INTO 2 "X4" BLOCKING 2"X4" PANEL 5LOCKIN6 s 48" O/C FOR THE FIR: V-0" OF END WALL FRC EA. END. (TYP) TOP 8 50TTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE N< a X461 OROFOR TRH; E 15T 2'-0'' OF END WALL W/ (4) 0.131X3 1/2" a EA. INTO 2 "X4" BLOCKING 2 "x4" PANEL BLOCKING 6 45" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 4 50TTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. #* WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0'' OF END WALL. 2 "x4" GRO55 BRACE Q 46" O.C. FOR — THE let 2'-0" OF END WALL W/ (2) 10dx3" S EA, ENE) INTO 2 "x4" BLOCKING. (ANGLE NOT TO EXCEED 45•) — WHEN ANGLE 15 GREATER THAN 45•, CRO55 BRACE 6 45" O.C. FOR THE let 4'-0" OF END WALL. 2ND FLOOR FRAMING SIMPSON C516 OR M5TA36 STRAP 6 32" O.C., EVERY OTHER EACH STUD LOOK J015T-5EE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. r-5IMPSON HETA20 a 32" O.C. MAX. FLOOR ?'o° J10 7 q0 (TYP) Floor Truss Parallel To Brg. Wall SCALE: NTS 2nd FLOOR WALL 6IMP50N C516 ' W/ MIN (22) 106 COMMONS (11 MIN. EACH END) BEAM / GIRDER SEE *** WHEN DISTANCE 15 LE55 THAN 2'-0" a THE FIRST BAY EXTEND SHEATHING TO 50TTOM OF BEAM OR GIRDER 2x 50T. PLATE—" PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS a 6" O/C a F Second Floor Frame Connection Girder � a S-5-J SCALE: NTS 74 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, U5E OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ° r .. • / p ••• • •• • • •• 0 IK !] LL��jjJ w QNp �Q O O ii'x LL i a C) <so MONO �, �K w q 0 DATE 00-3047 SCALE N07ED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: SCALE:NTS DRYWALL OVER FUF BLOCK W II/lbxll/16 COVE MG lx6 TRIM (WINDOW PER PLA (WINDOW ---__ PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL - EDGES lx6 TRIM BEAD BOARD --- PANELINCs DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN LINE OF WALL -� BELOW SILL Ixb TRIM LINE OF TRIM _ _____ BELOW DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN V_u'''_''-0' SHIM AS 1'-4l FREQ'D, 1" INVERTED 2 1/4' 1' DOOR CASING ("366) 2x STUDS (PER STD. PLAN) BASE CABINET In. DRYWALL .� ("366 BASE BD. QUARTER ROUND CALI. TOP 8' W. CORIAN CAP TILE FINISH — OVER WATER RESISTANT WALL BD. SHOWER SCALE: Ill' _ I'-0' -- TEMP. GL. ENCLOSURE — 2x STUDS (PER PLAN) Ill' DRYWALL 3" 14' BASE BD. SECTION SHIM AS LINE OF WALL BELOW LINE OF CASING BELOW COMPOSITE WINDOW SILL ELEVATION PER PLAN) PLAN WINDOW )ETAIL I/4' DOOR CASING DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN "E`'' °'4 �- INVERTED 2 1/4' DOOR CASING (0366) 2x STUDS (PER STD. PLAN) BASE CABINET In'DRYWALL 3 114' BASE BD. .rr l"366) �- QUARTER ROUND HIGH BAR TOP SCALE: 1/2' -- P0 1/2" DRYWALL 8" W. CORIAN BELOW CAP CAP TILE FINISH OVER WATER 1I RESISTANT WALL Bp. it li SHOWER BATH it SHOWER I) I SIDE? PLAN SHOWER LOW WALL SCALE: 1/2' = I'-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE 1� FVANTY 2'`n' O 3 114" BASE BD. (%b) S' W. CORIAN CAP 2x STUDS (PER PLAN) VANITY LOW WALL SCALE. In, : I'-0' SHOWER WINDOW SCALE: 1/4' =1'-0" PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL -- EDGES INVERTED 2 1/4' ---~` DOOR CASING (%b) DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLC LINE OF BELOW TUT ILE) LINE OF BELOW COMPOS' , ....., ,. _.. SILL SILL ELEVATION 'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE. 1' • I'•®� WINDOW )ETAIL 11411 (0366) FLOORING / 5A5E 50ARD NOTE: WPEN TILE FLOOR 15 5EL CTED ONLY 5A5E 5OARD 15 IN5TALLED. WPEN WOOD FLOOR 15 5ELECTED 5A5E BOARD AND 5POE I IOULD ARE INSTALLED. Ix JAMB (5I-PAS: DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (%b) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI-PASS PLAN) DIRS. PER PLAN) 1/2" 2 1/4' DOOR CASING ("366) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING D ETAI L Ste: _ P-0, MAIN HOUSE GARAGE DRYWALL 4jV3 BD. TO OVER LAB STEP AND ALL TRANSITION BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: IN = I'-0' NOTE: >:7RAWINC;5 ON ll "xl-l" &DEFT WILL 5E ONE 14,4L F T4E 5CALE NOTED 5 114" CROWN 5 1/4" CROWN SCALE: I - I-0' Ix8 ROUNDOVER W/ WHITE PINE ROUTER 1/2" DRYWALL 31/4' BASE BD. 26 WALL 36" OR 42' HIC44 PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN_'' IxlO ROUNDOVER W/ WHITE PINE ,;� ROUTER lit' DRYWALL 31/4' BASE BD. (0366) 2x6 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS x w C NW p Nh T .1 _j Lo O O�. F ao 3�E 07 MM Noe M*J09NLWM 22066* 1 06-16-16 DDESSIIGN OBEWS RM W STATE STREET EAST CXESWAR, FWRMA 34677 813 .925 .1300 TEL 813.925.1800 FAX V WWDAVEBEW&CAM TANWA • L7E2qVER.. ... EST.19" TRIM — LJ-1021 STANDARD - 42" P. ROSETTE KNEEWALL (OPT. LJ-6010 RAILING SHOWN) I* PAINTED BAST: PLATE 31/4" BASE BD. AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL NEI POST NEWL POST LJ-1021- ROSETTE LJ-6010 RAILING LJ-5015 WOOD - BALUSTERS (3 PER TREAD) Ixl2 SKIRL ---- BOARD LJ-8095 OAK — LINEAL COVE MOULDING BASE PER Ill LEVEL 3 1/4 OR 5 1/4" LJ-44��`� NEWEL POST LJ-1011 LEVEL QUARTER TURN LJ-4040 NEWEL POST OPT. L1P-MG2KNUC44 WROUGHT IRON BALUSTERS •''"�� ,'-'� 14 PAINTED BASE PLATE Ix12 SKIRT 3 1/4" BASE BOARD AS APRON BASE CA MOULD STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ-8010 SERIES TREAD SHOWN) Ix8 PAINTED RISER LJ-80l0MRI OAK TREAD NEWEL POST 2 EA. - LJ-3016 RAIL AND POST FASTENER GENERIC SWITCH -BACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER I-IEIGkT INQUIRED. 3�C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 51/4" LANDIWj TREAD LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING N.T.S. SEE GENERAL STAIR NOTES OAK TKtAU* 7 RAILING LJ-4042 NEWEL POST GENERIC WOOD SWITCHB-ACK STAIR FLOOR PLAN N.T.S. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-4040��� M NEWEL POST q .W NEWEL r \�Yir POST SECTION I 1 ��'� Ix12 SKIRT Ixb PAINTED BASE CUT THRUU' "� , \ BOARD PLATE WALL ��<3 1/4" BASE `•�� "-- LJ-6010 AS APRON RAILING LJ-1041/8 ---- S-TURN BASE COULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-80% OAK Ix8 PAINTED LINEAL COVE RISER MOULDING BASE------� PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" lxl2 SKIRT --LJ-442 BOARD NEWEL POST �'"'---2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR D ETAI L NT,S. STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. 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 COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SPOULD FOLLOW SLOPE OF THE TOP RAIL, 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. 8" QAK AND _"I —FULL HT. WALL LJ-8014MR1 TREAD Li-MIOMR2 CARPET STARTS TREAD AT THIS RISER FULL OAK RAILING TREADS 7 RAILING LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.S. i lxl2 SKIRT S)*GtION-`,��•,G BOARD CUT THRU WALL RAILING LJ-1041/8 BASE CAP S-TURN MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD _ TREAD FOR CARPET BALUSTERS _ (OPT. LJ-8010 SERIES (3 PER TREAD) _ TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE lx8 PAINTED PER TM LEVEL RISER 3 1/4" OR 5 W' Ixl2 SKIRL LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN. LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MR1 OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING IA2 SKIRT BD. BASE CAP MOULD �-- 2x12 STRINGERS —, TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO WAX LJ-44 42" H. LJ-1021 NEWEL RAILING ROSETTE POST L.14010 36" P. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-EL WOOD TREAD NEW NEWEL POST 14 SKIRT BD. BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PR PLAN E BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. N.T.S. 3/4" MIN. POLE DEPTP— FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ4010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL t0 TOP RAIL t Q Ln LJ-4010 TYPICA c�v C4 i Li-4045 LJ-4042 LJ-4040 L NEWEL POST PROFILES N.T.S. Li-5015 LIH-HOL15ASK44 LIP-HOL25ASK44 LI14-HOLIKNUC44 LIH-HOL2KNUC44 LI14-HOLPLA44 LIP-POL50144 (PLAIN) W/ LI-ALAKOI (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL NTS. 1" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACP BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-442 NEWEL POST LINE OF BASKETS TO ,oe BE PARALLEL TO TOP RAIL / LIP-POL25ASK44 (DOUBLE BASKET) LIP-HOL15AOK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE; �)fi2ALUING5 ON 11 "xl-'" 5�4EET UJILL 5E ONE HALF TEE 5GALE NOTED XTS. I" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME At EACP BALUSTER) 36" P. RAILING LJ-6010 RAIL%G \ LJ-442 NEWEL POST `\ LINE OF -- ' KNUCKLES TO BE PARALLEL TO TOP RAIL IA LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE .DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 3(o" P. RAILING LJ4010 RAILING LJ-4042 NEWEL POST LINE OF SCROLL TO BE ,0, PARALLEL TO TOP RAIL LIP-HOL50144 LIP-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE M PTA BALUSTER INSTALLATION DETAIL STAIR DETAILS r Na 0 't r• MM ■` J* JIL a L 0 0 00 DAVIS SEWS DESI©N ORM 1so SMM SMWr EAST OLU6MAR, FI.ORIDA 3077 813. 925. MW TEL 813.925.1800 FAX W W W.DAVEMEWaCOM TAPAP'A a DENVEFt- ...•�.� Mr.19% �*�-- STAIR TITLE TYPICAL STAIR DETAILS • SHEETSD •