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504 Red Rose Ln 17-3650 (a)
LOT 163 - THORNBROOKE 40I s ANASTASIA GARAGE LEFT rrr Nil 4 � ~ A' w . C7 p a GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT6 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR �1dLiL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS N R3 OCCUPANCY AND BUILDING TYPE V-S CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE E,5.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 EXTERIOR WALL ENVELOPE IS MAINTAINED, CEILING CONSTRUCTION:' 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM 50ARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.5.C.R - 5TH EDITION (2014) R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.G.R - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R - 5TH EDITION (2014) R103.62 AND ASTM C 926. PER F.S.G.R 5TH EDITION (2014) R103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.S.C.R 5TH EDITION (2014) R103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDED ELEVATION TRADITIONAL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.5.C.R 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCo CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 SR 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 J01 SHALL BE TAYLOR MORRISON INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALE CONSIDERED AS CONTROL JOINTS. EGRE55: THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2xb SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. REDRAW NOTES I1-10-1i CREATED LOT SPECIFIC PLAN FOR LOT 163 IN THORNBROOKE 401s, INCLUDED ELEVATION "TRADITIONALII, GARAGE LEFT W/ PLAN OPTIONS INCLUDING: PENDANT PRE -WIRE, DEDICATED OUTLET OVER RE1=:1 DBL. BULB FLOOD LIGHT, (9) OILING FAN PRE -WIRES, (12) RECE56 CAN LIGHTS, UNDER CABINET LIGHTING IN KITCHEN, POCKET 5LIDER, S' INTERIOR DOORS AT MAIN FLOOR, ALTERNATE STUDY W/ FRENCH DOORS, PAVER DRIVEWAY AND LEAD WALK, GAME ROOM, TRAY CEILING AT OWNERS SUITE, VENT HOOD / MICRO TO OUTSIDE, LAUNDRY TUB PRE -PLUMB; 3 MEDICINE CABINETS, R 35 INSULATION, KEYLE55 PAD FOR GARAGE DOOR OPENER, DUPLEX OUTLET AND PER50NALIZED HOME TECHNOLOGY. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1553 TOTAL LIVING S.F. 3020 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3685 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL 5E PROVIDED BY rtNE 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 RE5PON515LE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. , COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING / GARAGE OPENING5: 1 - SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8„ IN THICKNESS, SOLID CORE (6.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE56 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A 1 - MAIN FLOOR PLAN NOTES FLOOD MEETS OR EXCEEDREQUIS EMANTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (IF APPLICABLE) 2 B 1 - UPPER FLOOR PLAN NOTES I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, A5TM D 4669, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 2 B 2 - UPPER FLOOR PLAN N DIMENSIONS UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. 3A 1 - FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'6 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE IN5TA'LLATION MANUAL,FIFTH EDITION WHERE THE VABD IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION E "I OR A51M WIND CONCRETE ANDSG AY ROOF TYPE NSTALLEDpITION (2014)IN ACCORDANCE WITH FRSA/TRFLORIDA 533 SHALL CONFORM WITH ROOFINGANDSHALL T PER F.B.C.R. ASTTMM D M MINEIRAL SURFACED REQUIRED 3A3 - FLASHING DETAILS 1 D 6380,NCLA65 ROL 1910EOR INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : 3 /` /' - /`-1"'j DETAILS FLASHING I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THE THAN ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER 4A - MAIN FLOOR ELECTRICAL PLAN TUB AND SHOWER AREA5: I. CEMENT, F15ER-CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER 4 B -UPPER FLOOR ELECTRICAL PLAN RECOMMENDATIONS SHALL BE USED AS SACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TR - TRUSS STRAPPING PLAN TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR N 1 RECORD COPS' -STRUCTURAL NOTES SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPADE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES, IRRIGATION 1 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 S1 - STRUCTURAL DETAILS EAVES OF LESS THAN 6 INCHES (62 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S2- STRUCTURAL DETAILS MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUW15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S3 STRUCTURAL DETAILS REVI 1r01� (' I"`III ('raE�P c;vru+PLIANGE r----PLI -AN PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES S4 CL EXAMINER -STRUCTURAL DETAILS q�l$ (162 mm) WIDE SHALL 5E p IN FRONT THE CONTROL SIDE TO SERVICE APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL 5E CONSTRUCTED OF A MIN. +�16 GAUGE (0.48 mm) SHEET STEEL AND D SS DATE - STRUCTURAL DETAILS OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. TD -TRIM DETAILS SD -STAIR TRIM DETAILS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. St�FCQRp BUiL[1�IViSIQN EXHAUST FAN5 AND VENTING: A PERMIT ISSUED SHALL BE CONSTRUED TO BE A TO PROCEED WITH THE WORK AND NOT AS 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE LICENSE ;AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM 5ATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT OFFICIAL FROM THEREAFTER OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. THE BUILDING F ERRORS IN PLANS, 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 RCONSTRUCTION OR VIOLATTIIONS OFT IS CODE OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5006TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY AGCE5515LF 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 WORD$ "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN" COMPACTION TEST 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN 1`5C. RF,QUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: Results to he Verified 166UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE ai .Slab inspection 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 ttl r0 J0�O Oai 0 Jl\ i 2NI�M -/ N L• . IL 00 -5a o- roo E m Y rn ��N G-J.-t0 0a�h zN�° • JOB NUMBER 27002.360 CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP lso srA-1-� �ri�t Fns�- OLD5MAlt, FLOWDA 346T7 813.92.5.1300 7Ei. 80.925.1800 FAX W W W.DAVLSHEWS.CAM TAMPA • DENVER. -.� E57:1994 �--- 1i1 III Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, f lorlda 33563 813.704 4842 FL# 52683 - COO 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN OOMPLIANGE WITH 5EGTION R301 OF THE FLORIDA BUILDING (ODE, RESIDENTIAL Oth EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MAWR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RIGHT TO MAKE ANY OHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Ln MOWN W O � O 0 1 CV11 0 5m T�C:) 2582 • TITLE • GENERAL NOTES REVISION LOG • 110 INDICATES I - 05 VERT. RE5AR IN MASONRY CELL FILLED 50LID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO 5EAM A50VE 1 FTG. BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 4'-411 41-011 41-81 1 52'-4'1 4411 8" THICKENED EDGE FOR 3/4" CONDENSATION SHOWER DRAIN BY PLUMBER - RECESS W/ I NO. 5 BAR CONT, -\ ELEVATION () 0 3 I/211 15'-0'1 31-811 4'-211 21-411 3'-b" 3'-b" 3' 10" 4'-411 AIR HANDLER LINES FROM UPPER FLOOR 8" G M,U. /—WALL ABV. •ol ,1, PITCH J 1/8" / FT. ..rf-- — — � — — — -011 ■ ■ ■ ■ ■ C,M.U. ALL ASV, ■ &I 0 ■ ■ ■ ■ 1 N I I _ IIN — — — — —' — —' — — 4" P.V.C. 3/41' CONDENSATION / 21. ao OPT. II OPT. I WASHER DRYER \ / / DRAIN 5Y PLUMBER A — J U ,�,�' PAVERS — — — L — — J y— 54 SEAT SHOWER 2xb ALL 3'-8" 0% -011 5'-4" 13'-811 3-b x3-b A/C ABv. C SS 1 M v e° PAD (5EE MECH, I _ ■ b CONTRACTOR 11 20 -II I 11 1 II 11 1 2 -I I -8 3 -10 18 II II I II 5 1 2 -8 II 13 -8 �1y 8"x8" FTG. W/ I - J FOR LOC.) 28'-811 LAY. �s ,� /off I CONT. (TYP. AT ENTRY) N \ a '` I -STORY — 2-5TORY FOOTING (TYP.) It 20" H. x 20" W. CONE. MONO-FTG. 1 —�I I u' '' DRAIN BY PLUMBER 14' 411 16" W.xlb" DEEP FTG. ■ FOOTING CLOF 2x4 WALL ■ ■ ■ ■ n, 3/4" CONDENSATION > l —44" W/ 3 05 CONT. RE5AR5 PROVIDE C ` II W/ 2 - CONT. = 25" MIN. LAP WHERE SPLICED AND I I 3/4" RECESS 3'-g11 5'-2" 5'-81' i 4'-4" WIRE TOGETHER. 50TT. OF FTG. SHALL BE 12" MIN. BELOW GRADE / F4 �= — — — _ FOR ENTRY DR �2'-511 F3 O 16" Wx12DEEP " B AIR HANDLER LINES FROM 1'-31' in P1 1S1-611 i 811 ■ n. 9 -8" W/ 2 "5 CONT. 21-611 SI 4" P.V.G. 2 -611 12 -311 UPPER FLOOR `" 4 -Il" <2 -111 M i i l ■ ■ MF1 / NOTE: ALL A5 ANGLES ■ ��� --Z ARE ATA\ \ J 17 N ROUGH -IN i 41-411 51-4„ ■ ■ I / SI I II II FTG. W/ I - "5 lA.l CA, \ ELEVATION AT 0 -0II(ASSUMED) - W LLLL CONT. (TYP. AT LANAI) 3.511 THICK, 2500 OR 3000 P.S.I. (IVIE k01S ICE WdKEIS \\� \ "` i PITCH u PITCH CONCRETE SLAB ON GRADE W/ �, 6x6 WL4xWl.4 MESH OR FIBER - v 6160AIDE mdlE15 J CJ TO DRAIN i CJ. c Q 1/8" / FT. cx MESH OVER 6 MIL. VAPOR Ib Wxib DEEP FTG. "5 ------ 3 -6 -------------------- --------------------- _ IAA- BARRIER ON GLEAN, WELL _ W/ 2 CONT. I K S 3A2 COMPACTED, TERMITE TREATED, 71]LAB OF J REF. IGRANULAR i FILL. 31'-1011iL 3'-911 SI 20'-011 i 811 r — I I6" Wxlb" FTG. i I -STORY FOOTING (TYP.) WIDEN FOOTING 8" AT POCKET SLIDER AND ADD (U 05 REBAR N DEEP I ao I II Cr�� I W/ 2 SCONT. II 20" H. x wI W, GONG. MONO-FTG. W/i I 2 - S CONT, RE5AR5 PROVIDE 811 8" G.C. VERIFY ACRYLIC ■ I ILJ] 2511 MIN. LAP WHERE SPLICED AND ON LANA I I i WIRE TOGETHER BOTT, OF FTG, I'3 �' \ i SHALL BE 12" MIN. BELOW GRAPE _I r/ elk 11.811 8111-411 91-811 41-41' I. 41-811 4 151-011 51-411 65'-411 50 GAL, W.H. 2 STORY Id I -STORY FOOTING `FOOTING II 41-411 4'-10" D Sl 31-611 41-411 HB. 4'-011 I. 41-411 TAYLOR MORRISON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE ``��111111pf//�I ,�.�'� �,, �••.... �''•.N✓ Sri •. r cc 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 HYDR05TATIC 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 12" DEEP x3b"x3b11 CONE. FOOTING W/ (4) 05 BARS EACH WAY, G12" DEEP x24"44" GONG. FOOTING W/ (3) 05 BARS EACH WAY. G 20" DEEP x30"x30" CONE. FOOTING W/ (3) S BARS EACH WAY X w T 00100 0 JM�0) , 2N�m ■■1■ 0 T N ° LL i■ " 00 113a -0 C°o E0-j � � Y& *CO 04 IN oa Cro� T� Molt JOB NUMBER 27002.360 CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REVISED r. DAVIS BEWS DESIGN GROVP 150 STATE S'TP-Wr EAST OLDSMAR, FLORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAW5BE%V&COM TAMPA • DE N VFIi_ - EST. 1994 ��� III MIN Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813,7X4842 FL# 52683 - CUM 28035 - Paul D, Kldwell, P.F. -- I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTACHED DES6N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE - FN&NFERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE R16HT TO MAKE ANY GHANGE5 AFTER 7RU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. \_5EALED FOR 5TRUCTURE ONLY 0 � z O UO c> ce m p[ � 0 O 2: M O %IIIIII!0 J F�- Q OO I- 4 12" DEEP x30"x3011 GONG, FOOTING W/ (3) S 5AR5 EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM SOIL 5EARING CAPACITY OF 2000-PSF (R401.4. I FBCR). • TI TLE • FOUNDA77ON PLAN ES I "5 S 2 "5 - r • FOUNDATION PLAN SCALE: 1/4" - II-011 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 20H 2111 3111 5311 V) WINDOW CALL -OUTS � 2611 12 5H 1/2 32 5H 22 5H 32 5H W r 39" 0 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 514 1/2 34 5H 24 5H 34 5H 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '—' z 12" 16 5H 1/2 36 5H 26 5H 36 5H �c C.C. VERIFY M45ONRY OPENING6 FOR ALL WINDOW5, W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0 71 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA55MENT- C5MT, OR FIXED GLA55- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R - 5TH EDITION (2014). * * * * * * Q �TYP. ARCHWAY • ` SCALE: 1/4" = I'-0" 3'-(6"x3-b" A/C 1 13'4104' A/C PAD (SEE MECH. PAD (SEE MECH. CONTRACTOR I (CONTRACTOR 1 1 FOR LOC.) I I FOR LOC.) L----I L---J v Q� 5OTT. OF LINTEL AT 84" A,F.F. * * * * * * * * * STAIR NOTE5 SEE 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 "2 SYP. 0 ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMP50N LSC HANGER. STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: It AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS 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) of IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT COI ATTACH FOOT TO FLOOR: of AT CONC. W11/4" DIA, x 3" TAPCONS AT 12" O.C. to AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JO15T/ 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 SYP, MIN. AT 16" O.C. IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END, IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 3 1/2 11 R.S. END NAILS AT EACH LANDING J015T, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T To KNEEWALL TOP PLATE. LEDGERS TO BE 26 WITH: (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C, MAX. ••f 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH 5IMP50N LU526 HANGERS OR EQUAL. THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH F5C R301 AND TABLE R301.5 PER F.B.C.R - 5T14 EDITION (2014). * * * * * * TEMP. GL, TAIR NOTE5: AILING ALU5TER5 SHALL BE SPACED 50 THAT 4" SPHERE CANNOT PA55 THROUGH. ANDRAILS ANDRAILS FOR STAIRWAYS SHALL BE ONTINUOUS FOR THE FULL LENGTH OF aE FLIGHT, FROM A POINT DIRECTLY BOVE THE TOP RISER OF THE FLIGHT A POINT DIRECTLY A50VE THE �WE5T RISER HANDRAIL ENDS SHALL E RETURNED OR SHALL TERMINATE IN E-WEL POSTS OR SAFETY TERMINAL5. ANDRAIL5 ADJACENT TO A WALL SHALL AVE A SPACE OF NOT LE65 THAN 1-1/2 CH BETWEEN THE WALL AND ANDRAIL5. ONTINUOUS GRASPABLE HANDRAIL UST MEET TYPE ONE OR TYPE TWO RITERIA AIR HANDIER DRYER HANSEN BOX DIRECT VENT _., ___ ._ r THRU EXT. WALL STAIR SECTION SCALE: 1/4" = 14" OPT. S" TRAY CLG. IN MASTER SUITE T.O.M. 9191-4II A,FR G.C. VERIFY R 38 INSULATION TV1. 91411 A.F.F. MAIN FLOOR &TRUCTURAL LEGEND FET 8", K.O. BLOCK FILLED WIN) "5 BAR OVER 8" • - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) "5 BAR. IA - 8'I Ko. BLOCK FILLED WI(I) S BAR CONT. OVER 6" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU #� BAR, GROUTED SOLID. • 6" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED WI(I) BAR _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED W/(U 05 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1)51MP50N 14774 CONNECTORS AT BASE, PROVIDE (3) 2xb 5TUD5 W/ lU 6IMP60N HTT4 CONNECTORS AT BASE. - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W11/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb o2 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1)6IMP50N L5TA12 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 51MP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR -I-DAYS AFTER GROUTING. STRUCTURAL NOTES 0 ALL LVL'5 TO BE Fb-2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS 4 NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. = RECOMMENDED MASONRY CONTROL JOINT. FS 1"5 S 2 05 00%11111#1110 ``�� � wwwwwwww w• ('1 �pwil a • /Sir • �' �, z :W ~ .. . w v o w y ((• Cq «. bd 1+1®,`®v 111 HATCHING LEGEND D BEARINGLOAD �iriwiwiiiwi'Oiwii� INSULATE WALL ..,+''r_.d''r_,�''r�''r= R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES X o to o C J�I,� ,w V, O0 .. h NM M it L 'a LL 0 :2,0.0h 03 coo�� r1 m 60 ZccmmLV 10 • JOB NUMBER 27002.360 • CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REMISED r1�ro�rwwrrl Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5IGN, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R30I OF THE FLORIDA BALDING (ORE, RE5IDENTIAL (5Eh EDITION). THE EN6INEER I% NOT REVIEWED THE PRE- E"INEERED TRU56 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND.RE5ERVE5 THE RI6HT TO MAKE ANY GHANGE5 AFTER TRU65 WAO INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EAL=> ED FOR STRUCTURE ONLY can Z qq:*— 0 z c) V) O 0� 0 cot M "�0 %Ivoo .".o� 1�— < C) I I IIIIvIIIIIImii� I V.L— ou DAMS BEWS DESIGN GROUP 150 S'1'A7E STR.E6T EAST OLDSMAR, F1ARII�A 34bT7 813.925.1300 TEL $13 . 92S . 1800 FAX W W W.I7AVISBEWS.CAM TAMI'A • DENVER �� �� ES1'.1994 �rrrwr� 2 on 5oz. • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS 1 _ e 11 11.811 . I' -All 81-AII 151-0II 15'-011 70 + _ M cr-• Z N g O REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS K ro C to 0 J0 to 0 o Jc�N� C :t ON�iM 0 >_ iJN Law 6IL • Oo -0 J cO 54E cO1 r� ;m 00C ZN�0' • • JOB NUMBER 27002.360 • CAD FILE NAME LOT 16J TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST O1.DSMAR, FLORIDA 3%77 813.925.1300 "TEL. 813.92.5.1800 FAX W W W.DAW%EVV&CAM TA "PA • 1DE %V EST.1994 111 111 111 ��� 111 111 Vortex Engineering, PLC, 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - COA# 28035 -- Paul D Kidwell, RE. - I HERESY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51ON, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUOTURE ONLY,) 0 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS �c 2011 2411 36° 4011 WINDOW CALL -OUTS 2 (9 2011 I818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. w = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2O30 5H 3030 5H 4030 5H z 4811 0 1840 5H 2O40 5H 3040 5H 4040 5H �--i Z 6011 3 1850 5H 2O50 5H 3050 5H 4050 514 12" 1860 5H F2060 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL IUINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 51"ECIFICATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG-514, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * �t to BEDROOM 2 13'-4"xl2'-8" 9'-0" FLAT CLG. 2x4 FRAME WALL REFER TO SHEET 252 FOR UPPER FLOOR PLAN pIMEN510N5 UNDER A.H.U. =203H. PAN AND DRAIN PLATFORM PROVIDE 24"H. A/C 2-6x6 CPT. TILE BATH 2 � No. � A.H.1 M.C. I I 9' 011 BATH 3 n ci Ix�Lu I M a 42" W. — LOW WALL _T I 2-6x6-8 9 (2)2-6x6-8 GAME ROOM 19'-10"x14'-4" 9'-0" FLAT CLG. -T 3611 H, CONTINUOUS GRASPABLE RAILING 91.011 CLG. 2x J. 2x4 FRAME FRAME WALL WALL s 1 2-4x6.8 LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. O . if ��� 2 - 3050 SW, HD. AT I'-8" * EGRE55 I J4 HD. AT 1'4' 3050 5H. BEDROOM 4 13'-6"xl V-0" 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 2 6x6-8 UNDER A.N.U. 5-04-8 BI-PAS$ u' I N0.2 ( — R/5 _lam R/5 24" H. A/C PLATFORM A/C CHASE CLG, CLG. I BEDROOM 3 12'-6" xl 1'-0" 9'-0" FLAT CLG. ii G.C. VERIFY R 38 INSULATION REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS UPPER 1=!_OOR STRUCTURAL. L.EGr=ND - PROVIDE (3) 2x4 5TUD5 Ill/ (1) 51MP60N HTT4 CONNECTORS AT BA5E: ® - PROVIDE (3) 26 STUDS W/ (1) SIMP50N HTT4 CONNECTORS AT BASE. Og - 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 -STUDS AT EACH END WITH (2) 51MP50N M6TA30 STRAPS. I0 - PROVIDE 2-PLY 2x12 No, 2 5YP BEAM W/ 1/2" 065 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb 112 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N LSTA12 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTELS LONGER THAN 6'-0" 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 UN.O, ALL EXTERIOR WALLS TO BE CONSIDERED 5HEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA �It1111111111// 83 ow 1 = C)'0) % 0 w :z , "� �. 6 �� /? ®c,11111®®®® 1 1 I AA I 3A2 1 I — — — — — — — — — — — — — — — - - - - - - - - - - - \\J 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 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS $HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 209O PER F.B.C.R 5TH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES K ro ,00 J.�O y I o 5 .y N co Lm L L i5o�• 00 :2v '0 N 0_j co C! 0 m 00 10 C�o z 1 lot III��.11.1111L1•III�I�IILwlll� • JOB NUMBER 27002.360 • CAD FILE NAME L 0 T 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST CLDSMAR, R.ORMA 3077 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA "PA • DE ,4WP_ —a EST. 1994 — 111 111 ��� 111 111 Vortex Lngineering, LLC, 607 S, Alexander St„ Sulte 103 Plant City, Florida 33563 813.704,4842 FL# 2683 - C0A# 28035 - Paul D. Kidwell, RE, - I. HEREBY CERTIFY THAT I HAVE REVIENED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (9th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEEREp M55 MANI LAYOUT TO DETERMINE ANY LOAD BEARINO CONDITION5 AND RE5FRVF5 THE RIGHT TO MAKE ANY OHANC,E5 AFTER TRL55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY IIIIIIIIIII.� 2 on 50/ • TITLE • UPPER FLOOR PLAN NOTES DETAILS • I `s�111ollff,,� ``� �� ••.•+•••••�•••N/� fir' •• • ® Y ' oil bc ff11111® UPPER FLOOR PLAN DIMENSIONS x W C �0 0 J O 1, �Mh� 2MM � r L C L • 0 O � r 0 ti L. 0� co �E LL A'ddro 0 C, (p f+ 00 z120' • JOB NUMBER 27002.360 • CAD FXE NAME LOT 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEENVER -a EST.1994 P -- 111 111 ��� 111 111 Vortex Engineering, L_LC, 607 S Alexander St„ Sulte 103 Plant City, Florlda 33563 813,704 4842 FL# 52683 - COA# 28035 - Paul A Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTA614ED DESGN, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDING GODS, RESIDENTIAL (5th EDITION). THE ENGINEER. 4A5 NOT REVIEWED THE PRE- EN61N`ERE0 TRU56 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2582 • 1 TITLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H 4. �__-_ TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL TPICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF TPICKNE5515 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.B.C.R - 5TH EDITION (2014) R1031o.1 AND ASTM C 1063. TWICKNF55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R703.62 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEICHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 PLT. HT. 1'-4" W. x 54" H.- DECORATIVE FIXED SHUTTERS S SECOND F.F. LINE T.O.M. 8" BANDING --- COACH —� LIGHT , TEXTURED - FIN15H MAIN FF. LINE GRADE LINE (A55UMED) 1TUCCO FINISH n 2SHINGLE ROOF 12 ab L STUCCO FINISH 12 Q6 G.C. VERIFY FASCIA CALL -OUT (TYPICAL) PLT. HT. 4" BANDING (TYP.) 1'-4" W. x 5'-0" H. DECORATIVE FIXED SHUTTERS 4" BANDING 12 6� LSNINGLE ab LSNINGLE �6 ITYP.) ROOF 7 ROOF 7 SECOND FF. LINE T.O.M. _ 8" BANDING 6" BANDING 4" BANDING ❑ ❑ ❑ TEXTURED It ❑❑❑❑❑❑❑❑ � FINISH. _MAIN F.F. LINE — 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION SCALE: 114" = 1'-0" `ee11111111110 rr .. s S W 6 r [c e .. ELEVATION TRADITIONAL - "A" K w too J0to0 OJ co N4u,Mr°', T > J N oGLL"' 0 0 6 O� Co 3�E rL -19 ro cm++ 0 L 0 00C y� 7*� ZNLd' J08NUMBER 27002.360 CAD FILE NAME LOT 16J TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, WRIDA 3*77 80.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&C.OM `I"AWA • DEIVVER EST.19% 11� 111 ��� 111 111 Vortex Engineering, LM 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 F"L# 52683 - CDA# 28035 Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES, ON, AND FIND IT TO BE IN 6OMPLIANCE WITH SECTION R501 OF THE FLORIDA BUILDING (ODE, RE51DENTIAL (5!h EDITION). THE ENGINEER 14A5 NOT REVIEWED THE PRE- ENOINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY 6HAN6E5 AFTER TRU55 LOAD INFORMATION \ 15 SUPPLIED TO THE ENGINEER, \SEALED FOR STRUCTURE ONLY 2582 • TI TLE • FRONT ELEVA77ON DETAILS 11 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 139 SQ. FT. / 300 = 0A6 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. REFER TO SHEET 3G FOR ROOF PLAN W/ OPT. SECOND SUITE \4,12 ------ ------------------- I I 6,12 ---------- L ,u 6:12 I I N I 4e UPPER ROOF I I VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. I HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. I _Q 6�12-` # UPPER 2/3 ROOF VENTS REQUIRED = 3 I' I - i HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN, I I I I I I �e 'Sao I I I I I I I I I I � I I � I I � yp {fit ---------- I I � I 6:12 j LOWER ROOF VENT REQUIREMENTS I Ft VENTILATION CALCULATIONS I I ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ. FT. i 6_I2 6�12 I -------- �- X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS=126.96 SQ, IN. ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 3/411 THICK 11-/All TYP. OVERHANG AT HIP (UN.O.) NOTE: TP16 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 5TH EDITION (2014) R1031o.1 AND ASTM C 1063, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5L.R. - 5TH EDITION (2014) R10310 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" AA ROOF PLAN, SCALE: 1/8" - I'-011 �c GLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 5TH EDITION (2014) R3122 CONIC.-/ LINTEL = LANAI LINE OF OPT PKT. SLIDER GIRDER 6� 12 GIRDER Q6 TRUSS TRUSS ROOF TRUSSES AT 2411 O.C. (TYPICAL) 12 Q6 GAME BR. 3 ROOM ❑❑ ❑❑ � ❑❑ ❑❑ ❑❑ -- FLOOR SYSTEM --- BEAM- GATHERING Zn T. � ❑❑ INN Q SECTION AA SCALE: I/8" = II_0" 612 Q6 Q6 GIRDER TRUSS AT 24" O.C. 2 CAR GARAG e • 0 ° ® •a. i °•°, �,' �� sp ll (1 SHINGLE 612 -SHINGLE 2 6 ROOF ROOF PLT. HT._ - _ _ _ _ PLT. HT. _ /5TUCCO /STUCCO STUCCO FINISH 7 4 2 SHINGLE i FINISH /l FINIS 12 I6 SECOND FF, LINE - a„ R00p SECOND F.F. LINE - 8,1 SHING;"SECOND F.F. LINE ROOF/- T.OM. T.O.M. _ _ _—_------- _ ___._.. _ _ L /TEXTURED FINISN7 /TEXTURED FINISH �, /TEXTURED FINI5F47 /TEXTURED FINISF47 �_l C MAIN F.F. LINE - - --1 - _ _ _f _ _ _ _ _ _MAIN F.F. (LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/5" = 1411 12 612 1�2 6 Q6 SHINGLE —SHINGLE ROOF PLT. HT. ROOF -- PLT. HT._ /'TUCCO STUCCO FINISN7 * FINISH SECOND F.F. LINE all ~—SHINGLE a4 SECOND F.F. LINE T.OM. _ ROOF —= T.O.M. - L TEXTURED TEXTURED FINISH FINISH MAIN F.F. LINE TEMP. _ _ _ _ MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = I'-0" 12 Q6 SHINGLE 6� /SHINGLE 12 ROOF ROOF I6 PLT. HT. _ _ _ _ _ _ PLT. HT. _ b /STUCCO TEMP. I, * «, FINISH7 FINISHO 12 SHINGLE �l *- 6S00F�bF12HINROOF SECOND F.F. LINE 811 _ SECOND FF. LINE _ SECOND FF. LINE SECOND F.F. LINE T.O.M. T.OM. a /TEXTURED -TEXTURED FINISH 7 � � TEMP, FINISH 7 MAIN FF. LINE L _ _ _ _ _ _ _ _ MAIN FF. LINE _ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION ELEVATION TRADITIONAL "A" x w C r 0 O JO�O JAI�� (� I 2 L >aJN L L °oLL O 0 LD 0O ro^ �o20 -- Z cq • JOB NUMBER 27002.360 • CAD FILE NAME L 0 T 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS MSIGN GROVP 150 STATE STitEET EAST QLD6INA,It, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISSEWS.COM TAMPA • MEN VIM EST.1994 F— 2 11111���fill 11 111 Vortex Engineering, LLC, 607 S. Alexander St, Suite 103 Plana: City, Rorlda 33563 813.704 4842 FLA 52683 - COA4 28035 - Paul D, KldweU, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5I6N, AND FIND IT TO BE IN COMPLIANCE WITH 5EGTION R301 OF THE FLORIDA BUILDIN6 GODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE - ENOINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARIN6 GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY OHANOE5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. �EAL�D FOR STRUGTUf2� ONL� 2582 • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION .3A2. BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAP PER )F FRAMING PLAN BRG.HGT VI. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 f 7WALL 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 Lill RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIEDCAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6" . USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALWATER PROOF CAULKING PER BUIILLDERISH 1 PROVIDE SELF ADHERED 1 FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE o ,o 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, FOLD UP WEATHER F� RESISTIVE BARRIER & TEMPORARILY SECURE RFC% �L gP� SILL PLATE (SEE DETAIL B FOR OPTIONS) 5-( �PFL 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 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: /-FLASHING WEATHER RESISTIVE BARRIER r DO NOT FLASH OVER BOTTOM NAILING FLANGE 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" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE 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 I 2X8 TRIM BOARD I I I I I STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x m w 0 JL�O O-1coN; /IAA am N M L LE°°U' v 11 8 'p O 0-j c00 �� ro� r �m f` 00 ZNov • JOB NUMBER 27002. J60 • CAD FILE NAME L 0 T 16J TE ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813 .925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • LDENV -� EST.1994 0 � Z C:)� CD ce � 0 O 2: M O � J I- Q OO � nonrrurrrrrrrrrrr�r� 0 2 on 5ot. • TI TLE FLASHING DETAILS SHEATHING TEXTURE PINI5H COAT 13ROUIN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRIB WEEP SCREED TERMINATE SELF ADHE51VE FLASHING AT LOWER NOSE OF M.W,W.5. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --� REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING oa /- IGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING 1 6 DIVERTER FLASHING Miys, DRIP EDGE FASCIA WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) X_ DOOR ROUGH OPENING 3/4"-l"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 SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-l" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD / SECTION -A (SEE DETAIL WP02) � - SELF -ADHERED FLASHING \ '�er4w^ SELF -ADHERED FLASHING " 0 SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" FLASHING PER TEXTURED, PAINTED — MANUFACTURES EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FLASHING W/ TAR CONT. GALV. "L" r;:>:,•.. ''?;;;,;y;:;,. FLASHING PER '` MANUFACTURES "; ' ''"'`•J° -' SPECIFICATIONS f OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS UNDERLAYMENT (REFER TO COVER SHEET) ' WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF >I SHINGLE OVER TEXTURED PAINTED EXTERIOR WALL FINISH- : is ate ai ti i� ;;.�.: s• , ,t �, eti i�': °;i ;� ;: t;+r.' •` ,t'a;� HOLD EXTERIOR FINISH 2" ABOVE , w !i :. ROOF y a , A !i : A A V, 4,op FLASHING CAULKING 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 WINDOW UNIT �.___--•-- SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING 77 EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING y1 l A,NCh�l r' SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANTAPPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL R°°F pSC\k METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES qsT 0�0/�/�c 'v '9 a° O S' Fggr�r0� 5�N°°�Rp�Np°U�Sp Sap RAKE METAL DRIP EDGE 22 29' TO BE OVER 5' - - EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. 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 - 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 CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR I CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND \_ METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7116" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND 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 )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. x m ro OJccooN; J,�O 2NMM L N N > ��M Lm L Doll'' 0 0 60� '0 r- d 0 0-3 C0 E d00 +� ZN° • JOB NUMBER 27002.360 • CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STPLEET EAST OLGSMAR, FLORMA 34677 813.925.1300 TFL 813. 925. 1800 FAX W W WnAVLSBEW&CAM T"AMPA • DEIVVER �.a EST. 1994 F`�� 0 � Z o � C) oC m p� � 0 O � M O � J F-- Q CD � • T1 TLE • FLASHING DETAILS 0 DUPLEX CONVENIENCE OUTLET A/C DUPLEX OUTLET A50YE COUNTER D15CONX w.r. WEATHERPROOF DUPLEX OUTLET` .F.�. GROUND FAULT INTERRJPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 1 34`64' A/C 1 13'4'64' A/C I SPECIAL PURPOSE OUTLET PAD (SEE MECH. PAD (SEE MECH. I CONTRACTOR 1 (CONTRACTOR I � DUPLEX OUTLET IN FLOOR FOR LOC) I I FOR LOC.) 220 VOLT OUTLET I— - - - J L - - - WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Cep 1, $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE A. LIGHT FIXTURE WITH PULL CHAIN TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FANLIGHT COMBINATION LOCATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) SWITCH (VERIFY nCH CHIMES (OPTIONAL) W/ MOTION AND FLOOD LIGHT PUSHBUTTON SWITCH (OPTIONAL) USHB DOUBLE BULB ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR SMOKE / CAR30N MONO. sD COMBO DETECTOR TELEPHONE (OPTIONAL) TE © TELEVISION (OPTIONAL) Q THERMOSTAT Ip ELECTRIC METER -s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U15 ROUGH -IN FOR OPT. CEILING FAN v J c15 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS AOV COUNTERTOP) TELEVI6ION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING MOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AiF.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 GP.C.I. PROTECTED (W-1). 6. IT IS THE RESPONSIBILITY aF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 18 IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, F.B.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. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALAWS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. -- — OWNER'S BATH OWNER'S SUITE I I I </ I OnROUGH-IN \ / I FOR OPT. J FAN/LIGHT SD © L_ I--- L LANAI ROUGH -IN �/>� FOR OPT, FANLIGHT L----------- Will-, RIZ. DIRECT VENT MAKE-UP DRYER yLIGHT 111 STUDY .-- /> ROUGH -IN FOR OPT. IN __ L MA�KEIZ-UP �CQ� LIGHT o� LSD I 1 1 �1 -IN \ FOR OPT. FO I 1 / J 1AN/LIGH1 J GATHERING ROOM MAIN DISCONNECT METER COM50 - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY r- 4/0 ALU. CABLE PORCH i \ 1 W.P. G.F.I. AT 46" � G.F.I. AT 48" PUSHBUTTON FOR I GD.OPENER 1 DEDICATED \ OUTLET ABV. — 1 u AT 32" KITCHEN \ w.I. �wj I G.C. VERIFY LOCATION OF DINING / u KEYLESS PAD FOR I -Y- -� I GARAGE DOOR OPENER GC. VERIFY SWITCH (Q; I GE.IG.F.I. . PENDANT FOR DISPOSAL IS / I AT 48" (VERIFY PENDANT I .1 BELOW SINK 1 2 CAR GARAGE _ LOCATION) PRE -WIRE 1IlI I _✓ I O OF WINDOWS (�; I I ;QY�� �Q% I AT 48" ---- --- �GE.I. _ GF.L a GF.I._ - _GF.I. 50 GAL. G.F.I. ( W.H. DLL 200 AMP IQRRIG. l� A/C DISC. rrP 014 ME) h2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER 08 COPPER TO RANGE -04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY, e\PENDANT � (VERIFY R LOCATION) FOYE/� , MICROWAVE—/ G.C. VERIFY �E:) OUTLET +14" VENT HOOD AND UNDER CABINET ELEC. MICRO TO EXTERIOR LIGHTING METER 11,1 SERVICE W.P. G,F.I. FOR COACH LIGHT COACH LIGHT L RIFY NALIZED HOMELOGY G.C. VERIFY LOCATION OF DUPLEX OUTLET G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES K w U r 0 o lQ O JMr�� i 'A 20 co N T j a,IN L ° ° • 00 NN w O� CO E�� �.` 6 _j.-m �00 M of • • JOB NUMBER 27002.360 • CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREE`I" EAST OUXMAR, R ORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMI"A • DEIWER. --� EST. 1994- 2582 • TITLE • MAIN FLOOR ELEC. PLAN MAIN FLOOR ELECTRICAL PLAN 4A EL CTfRICAL ,KEG' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q KCE86ED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ®i CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CAM MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) QQ THERMOSTAT 0 ELECTRIC METER = ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c � ROUGH -IN FOR OPT. CEILING FAN v '> c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" 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 ROOM8, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE A.F.C.i. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406,12 AND 406.13 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. FROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, F.5.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL. STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FO851L-FUEL-5UI;NING 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 PUNS. 8. ALAWS 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. ROUGH -IN / FOR OPT. FAN/LIGHT </ J 2 BEDROOM HORIZ MAKE-UP LIGHT --\ BATH 2 ISC.I WP.� MWAL NT BATH 3 HORIZ MAKE-UP LIGHT i LIGHT AND ✓� SWITCH IN ATTIC J CM SD SD I \ LOFT I M I ' ROUGH -IN /i FOR OPT. GAME ROOM FANLIGHT /� BEDROOM 4 / ROUGH -IN / FOR OFT. J FAN/LIGHT IA MNT. m I� BEDROOM 3 / /> ROUGH -IN FOR OFT. \ / FANLIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD I G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES \ I \ I \ I ------ ------------- UPPER FLOOR ELECTRICAL PLAN.[ K ro w Uor0 � 0 0 N L 6 LL 0 0 ca 'o -p �0 o.j E pro' rm ro ++ o g ,: zNid' • • JOB NUMBER 27002.360 • CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, R DPMA W77 813. 925.1300 TEL 813 . 92 s . 1800 FAX WWW.DAVISBE VS.COM TAMPA • nEIWER. - EST. 1994 • TITLE • UPPER FLOOR ELEC. PLAN 0 141=411 1.;I=p)II FLOOR TRUSSES ROOF TRUSSES FRAMING FA5TENER GAPACTrt LEGEND 0 51MP5ON MT5M16, 20 - (1)10d w/ (4)1/411 x 21/41' TITEN (TYP. @ 5IMP50N HIO - (6) 8d X 11/2 1' (TYP. 5YP FRAME) FRAME TO MASONRY) U2 6IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 5IMP50N MT612 - (14) IOd 11/2'1 (TYP. 5YP FRAME TO FRAME ALL-AROUND) O 6IMP50N M5TAM24 - (9)18d w/ (5)1/4" x 21/4" TITEN (TYP. 14 51MP50N L5TA18 - (14) IOd (TYP. FRAME TO FRAME) FRAME TO MASONRY) 5IMP50N LTT28B - (10)-10d + 1/2" x 10" AB (TYP. FRAME TO 15 SIMPSON PT520 - (24)10d 11/2" or (20) IOd (TYP. 5YP FRAME TO MA6/FRM ALL-AROUND) FRAME ALL-AROUND) O 5IMP50N HETA20 - (9)-I0d x 11/2" (TYP. 5YP FRAME TO 16 51MP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) ® 5IMP50N NTT4 - lU 5/8" dia. A.B. + 18-16d BOLT IN 5IMP50N SET 1� (2) SIMP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. SYP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 5IMP50N HT520 - (24) IOd 11/211 AT EA. STRAP (TYP. 5YP FRAME O SIMP50N MGT - (1) 5/8 DIA. ATR. + 22-18d, EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN SIMP50N SET EPDXY. (TYP 2-PLY 19 51MP60N 6T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY) (3%V) ® 5IMP50N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) 5IMP50N HT520 - (24) IOd 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MA50NRY KO. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® 5IMP50N M5TAM 36 - (4)1/4 x 2 1/4" TITEN TO BLOCK AND 1-I001 21 (4) 5IMP50N PT520 - (24) IOd 11/2" AT EA: STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 5IMP50N LGT3-5D5 2.5 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP, FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES �IMP5ON HTT5 - (1) 5/8" DIA, A.B.+ 26-16d BOLT IN SIMPSON SET FOXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 1211(MIN.) INTO 24 5IMP50N HT5MIb - (8)10d w/ (4)1/421/4 TITEN (TYP. 5YP FRAME TO MASONRY KO. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) I� 6IMP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + I6-I0d EMBED A.B. 25 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (10) " x 2 " TITEN INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMP50N SET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 26 5IMP50N M5TCM60 W1(26)-166 SINKERS AND (14) " x 2 " TITEN 11 5IMP50N HGT-3 (3 ply member) - (2) 3/411DIA. A.B.+ (16) IOd EMBED SCREWS A,R. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMP50N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) NOTES: I, TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRUSS 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 PURPOSES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU65 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFE55IONAL ENGINEER. TRU55 DE5IGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTNERW15E: is ALL ONE 5T0 Y MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EACH TRU55) W/ (1)106 x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON WETA20 (32" O.C. MAC W% l97 Ied x 1-1/2" (s,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED") (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 5IMP50N HIOA W/ (I6)10d x 1-1/211 OR 5IMP50N HT520 W/ (24)10d x 1-1/21' ITYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M6TCM60 MAY BE SUBSTITUTED FOR ANY NTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY X w r 0 0 Jp10O J0 i CN Ln co N_ > a J N L L 823 LL• 0 0 ° � -0 0 00 drop ��N -CJ i m y 00 OQOcti N Z L d • JOB NUMBER 27002.360 • CAD FILE NAME LOT 163 TB ISSUED 11-10-17 REWSFED A- • N Y W •tZ .. ; v Z ».. SPECFICATION FOR LEDGERS (THE FOLLOWING SHALL AMPLY U,NO,) LEDGER A (LA) - 2x4 PT W/ 1/4'' DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP, UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE 5HEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU58 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE65 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED WI/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI(o 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 SD528600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMPSON HU/HUC26 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12'' O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUG410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU58 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/6" DIA. x 8" 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: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 51STERED TO THE WALL 15 NOT AN ACCEPTABLE SU55TITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.), LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 50525(oOO SCREWS AT EA. STUD 06" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D, HU/HU 28-2 OR NU/ C28-3 MAY 5E USED FOR 2 FLY OR 3 FLY HANGERED TRU58 ATTACHMENT, RESPECTIVELY, U.N.O. I®1916 INCLUDED ELEVATION W/ GAME RM. TRUSS STRAPPING PLANS GARAGE RIGHT I 1 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S. Alexander St„ Sulte 103 Plant Clty, Florlda 33563 813.704,4842 FL# 52663 - COA4 28035 Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5I6N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE5IOENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INII TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION l 15 5UPPLIED TO THE ENGINE -ER. I 2582 • TITLE • TRUSS STRAPPING PLAN • SHEETTR • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 7/0" STUCCO OVER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR EGONOMICS. 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 TRU55 MANUFACTURER'S COMPONENTS a THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, 45 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING; INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRU55ES TO BE HANDLED 4 INSTALLED U51NG MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWI5E, OR MORE STRINGENT CODE REQUIREMENTS APPLY, TRU55 ENGINEER 16 RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL CCI` 1PONENT5 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 TRU55 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 COMPONENT5: • 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 CA5TCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH 45: ROOFING;, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, 45 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. of 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 e 16" O.G. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2'' DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/a" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/a" STUCCO OVER 15/32" OSB, ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES 51HALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R`905.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30# FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.7. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 2& 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/a" STEEL ANGLE W/ 1/2'' DIA, X 5" 51MP50N TITEN HD ANCHORS a 24'' O.G. 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 FRAME, USE 5"X5"X3/5" STEEL ANGLE W/ 3/a" DIA. X 4" LAG SCREWS a 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 TM5 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING;, L.L.C. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DE51GN IS BY OTHERS. • SECOND FLOOR 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/&OO 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, FLASHING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. 5I1r1ULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1,2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 30). 1.3, AMERICAN CONCRETE INSTITUTE OF MASCNRY STRJCTURES (TMS 402/ACI 530/4SCE 5). 1.3.1 THE MASONRY 5CCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403) 1,4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRICTURES (ASCE-1). 1.5, SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. I.G, DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPU LATEST EDITION. I.1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF SURFACE LIVE: 20 PSF ROOF SURFACE DEAD: 1 PSF FOR SHINGLE OR METAL, 20 PSF 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 P5F PASSENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROCMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 2.3, OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 P5F 2.4, NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE R3015 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN a PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECOMMENDATIONS 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 OF 2000 PSF, 3.3, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi e 2,5 DAYS (UN.O,), 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.OJ 4.4, WELD WIRE FABRIC (WJ-F ASTM A185) or FIBER MESH PER ASTM CI116 TYPE III 4,13, USE 0,1%, BY VOLUME MINIMUM (1.5 LBS / CU YD) 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5, MASONRY: 5.1. MASONRY CONSTRICTION 4 MATERIALS SHALL CO1F0R'1 TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRICTURES (ACI 530.1/A5CE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAFZ11NGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIFr3INIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS 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 REQUIREMENT IS f'm=1500 PS. 5.2.3. DETEWINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD.' 5.2.4, UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. 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 RANGE OF 53. 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. 5,3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 53A 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. 5.3,0, PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3,10. LINTELS TO BE BY CA5T-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3, MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D " 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF 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 (3/6 )' AND 'MICHIGAN CONTROL JOINT'.. 6, WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION, 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP, 63, FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED Q BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. NOT USED 6.3.3, NOT USED 6.3.4, ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 12 OR BETTER 6,3.5. INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE SPACED e 16" O.C. 4 SHALL BE S.Y.P. OR BETTER 6.3,6, TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 12 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 24 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 112 GRADE U.N.O. 63.7. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6,38. INSTALL BLG--KING IN ALL WALL STUDS OVER 6-0 e MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS ,@ 4'-0 O.G. 45 SHOWN IN DRAWINGS. 6.3.9. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 4 SHALL BE FASTENED PER P/53. BOTTOM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 500000 TO BE CONTINUOUS THRI TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F,S. I1-W-571 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" OCJ. (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 RATED SUPPORTED OVER 24'' MAX. SPAN. 6.6.2. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN, 6.6.3, FLOOR: CARPET, VINYL, WOOD, ETC., 3/4'' MIN, TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS. 6.7, ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6,8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSCN STRONG TIE CO., USP, OR EQUIVALENT. SUBMIT OUT 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 PER1ANENT BRACING FOR THE ROOF SYSTEM (U.N.O,) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 0/52, ATTACH TO SLAB WITH 1/2'' DIA x 10" A.B. 0 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D625600 Q 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE e 24'' O.G. AS PER DETAIL 'P/62 IN 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 4 ROOF DOWNSPOUTS SHALL DISCHARGE e LEAST 1'-0'' FROM BUILDING 51DEWALL5. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING; ALL RISERS 4 SPRAT HEADS SI-1ALL NOT BE INSTALLED WITHIN I'-O" OF THE BUILDING 51DEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERI11TICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING; SYSTEMS, OR TEIRMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM ro MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG; THE FOUNDATION 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 OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0'' OF ANY BUILDING OR PROPOSED BUILDING 5PECIFICATION FOR SUCK ATTACHMENT (THE FOLLOWING SHALL APP Y U.N.OJ • IF 1x - 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 e 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOLING 5HALL APPLY U.N.0) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N.O.) • 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 5TEI'1WALL 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. 1: i 5RECIFICATION FOR LANDING5 $ FAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 12 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 5IMP50N LSC HANGER. • STRINGERS RUNNING PARALLEL TO $ SUPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 0" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• WOOD WITH (4) 0,131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) • •• I5TRINGER5 ARE NOT RUIED AT THE ENDS ALL STRINNGER SPRINGING FFROM A FLAT ISURFACE SSHALL C T TERMINATE E AT AE2QX4RFOOT (TO BE PT AT CONGJ. ATTACH FOOT TO FLOOR: •• e CONG, W/ 4" DIA. X 3" TAPCON5 e 12" O.C. •• e WOOD ATTACH W/ 0.131 X 32" NAILS AT a" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2Xa #2 SYP, MIN, Q 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2') 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2Xa END JOIST WITH (3) 0,131X3"' R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 31" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2Xa WITH: ••• (4) 0,131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. `r/CONCRETE ATTACHMENT. •• •• ATTACH JOISTSP O LEDGERS ORB AMSRR WITH MPSONLU526 ANGERS ORE UAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS $ HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. 11 "FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 1411 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 SOFT + 28.8/- 117.9 PSF Q 20 SOFT + 26.7/- 109.8PSF @ 50 SOFT + 22.5/- 100.1 PSF @ 100 SOFT + 20.4/- 92.4 PSF WALL @ 10 SOFT + 50.0/- 67.0 PSF * 20 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 + 43.2Z- 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: GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15GREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON GOMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY GONTRAGT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY GON5TRUC7ION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HA{RMI_E55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPEGIFICATIONS ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL GONDITIONS. REVISIONS BY -At Ll w ®= Z Z z W U--I2 z W S O Op O , zWoLL.JW�t=¢Q W 0 J r O Y R ono � Y W J z� z ~� � w n Z o - W v Q O u w z Q= 0 W �QLU N�o }�- W J O Woto LLLL WLu w Q � Lu LLJ < n L W ? w N W H O- W W F Z Q LLB v o LU ? fl _ LL ii 600 L DATE 00-3047 SCALE NOTED DRAWN MK/I�DK JOB content: Structural Notes Sheet number: N1 141--30 FLOOR ' TRUSS BRG. SEE PLAN HATCHING LEGEND INTERIOR LOAD BEARING WALL (W/O UPLIFT) 1/2'' DIA. x 8" TITEN HD a 4611 O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIO 5) PRE- ENGINEERED WOOD TRUSSES @ 24" O/C 12 UPLIFT CONNECTOR (SEE TRUSS YPJ SEE ELEV. SHEET FOR SCHEDULE) 5IMP50N 5P2 @ EA.STUD ---�- V 7/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 2X4 PT STUDS f 16" O,C. OR CRICKET AS (1)2X4 PT STUD 'a 24" O.C. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP GARRIER/GIRDER TRUSS --- SIMPSON SPI @ EA. STUD MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIA.x(o" A.B. 14) 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 EA.5TUD MOISTURE BARRIER 8"XS"X16" K.O. BLOCK W/1 #5 CON . (1)#5 VERT, IN CONC.FILLED CELL & FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING G D NOTE: ® "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 10d NAILS BEARING WALL (W/ 5PH4 CONNECTORS SHOWN, Kn INTERIOR LOAD AT 2x8 WALLS USE SPHS INT F CONNECTORS IN LIEU OF S-1 NTO DBL UPLIFT) TOP PLATE 5PH4 CONNECTORS SHOWN. TRUSS BRG, FOR WALLS LARGER THAN 2x8 USE 51MP50N 5PI'5 ON eewall Above Masonry Wall Detail SCALE: NTS d\ d / \ 1 L. 4 ° / ad', ° va� U a . I 13 1 U a' 'I 2-/2 1/2 mov d g' nBn LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRAFDE (oO BAR 51ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP 5PLIGE �� Ilp 1II/B4 " 3 I �ASI 4�IB41 l�� 2 I/4" 4ll 9�4 IB "4 2 1/2 5 5/15 9 1/2 20 3" 5 5/8 12 1/2 24 "5 3 1/6 l II 3/4 25 3 3/4" l 15 1/2 30 #6 3 3/4 5 1/16 14 30 4 1/2" 8 1/16 IS 1/2 36 "1 4 3/L3 9 13/16 16 1/2 35 5 1/4" e 13/16 21 3/4 42 "8 8" 11.25 24 3/4 48 "e 9" 12,66 20 54 #10 10" 14.06 31 60 "II 11" 15.46 341/4 66 Rebar Lap, Embedment & Hook Schedule SEE PLAN I I EACH SIDE OF STUD TO "J" BOLT W/ NUT & WASHER (REFER TO a OUMLC: NIJ NOTE: BOTTOM PLATE 8 5IMP50N DOOR MANUFACTURERS INSTALLATION REGARDLESS 5P2'5 ON EACH SIDE OF #5 VERT. WALL INSTRUCTIONS FOR SPACING 8 SIZE) NOTE: STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT 2x6 WALLS USE SPH6 SHOWN ON CELLS 50LIp 2x6 P.T. JAMB WALL TO TOP PLATE w/ U.N.O." UPLIFT CONNECTOR CONNECTORS IN LIEU OF (SEE PLAN FOR PLANS, WALLS SIMPSON 5PH4 w/ a (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN, SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR • • NOTE: AT 2x8 WALLS USE SPHS STUDS @ 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING ° a "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) CONNECTORS IN LIEU OF COLUMNS EITHER SPECIFICATIONS, JAMB SHALL BE 2x(o _..-.— SPN4 CONNECTORS SHOWN. DIRECTLY OR STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE — -- (U SIMPSON 5PH4 W/02) 10d FOR WALLS LARGER THAN INDIRECTLY GARAGE TO PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 5IMP50N SPI'S ON ARE TO BE GARAGE TO HOUSE WALLS, INSULATE PER STUDS lo) 16" O/C A.B. I/2" AT 24" O.C. STARTING 9" MAX. GYP. BOARD I/2" GYP BOARD EACH 51pE OF STUD TO HOUSE WALLS, BUILT A5 CALLS/SPECS 1/2" DIA. x 8" TITEN HD @ 24" TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WA5HER5 BOTTOM PLATE 4 SIMPSON INSULATE PER BEARING WALL O.G. FORA MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK # SP2'5 ON EACH SIDE OF CALLS/SPECS W/UPLIFT 1500 LBS. ON EACH TRUSS SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. I STUDS 16 O.G. STUD TO TOP PLATES. (1) 5IMP50N 5PN4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10'' 1/2''DIA U.N.O." w/ 12-10d NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS k WASHERS e 2'-0" INSULATION OR PER ENERGY STUD (STRAP OR EXCEPTIONS) � Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL, CALGS./SPECS. NEEDED ONLY S-1 DOOR MANUFACTURER SHALL (REFER TO FND 8 FLR PLN FOR PT BOTTOM PLATE W/ROOSCALE: NTS F UPLIFT) PT BOTTOM PLATE CONTROL. U.N,O. WALL THICKNESS) CONT. 2X PT SOLE PLATE 0'-0" Q' :m '' <° 14 e'' _ OL 0 -0 (1) SIMP50N SPH4 W/12) 10d 1 DBL 5YP TOP PLATE - 4"GONG. SLAB. SEE COMMON NAILS EA. STUD —`FOR WOOD FRAME WALL TO FOUND. PLAN FOR i FOOTING SEE 1 I_ _i FOOTING SEE —� - FOUNDATION PLAN FOR I = —I 11— FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. EL V 0'-0" TOP OF SLAB SIZES MORE INFO, FOR SIZES 8 MORE OCCUR A LINTEL USE 1/2'' x 6" 5P4 Q TOP — INFO. THREADED ROD SET IN Load Brn Interior Stud Part. Detail 5IMP50N SET EPDXY. g Load Brn Interior Stud Part. Detail z -- - - -- - - $.� SCALE:NTS U L ` SEE FOUND. PLAN s-� SCALE: NTS With Uplift 2 X S.Y.P. STUDS � 16" O.G. - U.N.O. w FOOTING SEE Without Uplift p TILE ROOF - SEE ELEVATION R MORE INFO. FASTENING TO BE AS F 12 FACTURERS SPECIFICATIONS. (TYP)OR To PROVIDE MANUF. ELEV. ATION TO INSPECTOR @ TIME OF INSPECTION. IF SHINGLE IS USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.2.7. 10 or NOTE: REGARDLESS OF ANY OTHER NOTE, ALL 5YP LUMBER TO BE #1 OR BETTER 1/2" GYP, BD. CEILING TYP, SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION Ix2 PT NAILER 1/2" DRYWALL VERT. WALL REINF, EMBED ACI STD. HOOK IN BOND BM. #5 BAR CURTAIN NAILER PT Ix4 a WINDOWS 4 S.G.D. WINDOW W/ SCREEN (WHERE APPLICABLE) Ix2 PT FIR STRIP @ 24'' O.C. Ix4 PT BASE NAILER 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZE5 8 MORE INFO. �Twical Ext. Masonry Wall Section SCALE:NTS CMU WALL -SEE PRE -FORMED CONTROL JOINT PLAN d SCHEDULE CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE BACKER BAR AT MAX, PLAN FOR 51ZE 8 LOCATION) EXPOSED FACE Example CMU Wall Control Joint Detail S 1 SCALE: N.T.S. LOAD BEARING OR EXTERIOR WALL 2 X STUD FOUNDATION PLAN FOR `n SIZES $ MORE INFO, CLEAN 4 COMPACTED SOIL. (95io MODIFIED PROCTOR PER ASTM D1551) PRE ENGINEERED Wp TRU65 o 24" O.G. 8" C. M. U. Gara e Wall Section Brng Wall R-38 INSULATION OR PER ENERGY CALGS. 10 x 1/2 DIA. Vl BOLTS $ WASHERS A., I" X P.T.5TUID U S-1 W/ Uplift SCALE:NTS 2'-0" O:C. (MAX) #5 VERT, IN FILLED META20 UNLE55 NOTED OTHERWISE SEE __--_—TRU55 SHEET FOR MORE INFO. CENTERED ON WALL FOR EXTERIOR DELL BRNG, OR GARAGE I/2" DIA x 6" FLOOR BRNG WALL f' TITEN HD TRUSS (4) 10d NAILS INTO DBL ELEVATION VARIES BRG .TOP FLATE TOP OF MASONRY TITEN HD 40" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5GIA LESS THAN 5'-0'' WALL IS INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT COMPLY WITH FBCR 302.1, SEE UPLIFT. 24'' O.C. IF 1/2" GYP, BOARD ELEVATION PAGES FOR 5OFFIT/FASCIA DETAIL WITH UPLIFT. (SEE EILEVAITION&) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD VARIES SEE ROOF PLAN n ° 'o' ° .. p __r..�. —.- .- - ° - a o.. 0. GRADE DIA. "J'' BOLTS 8 WASHERS @ 4'-0'' O.C. #I "O.C. (MAX.) CENTERED ON 2X S.Y.P. STUDS 16 5"x0` K.O. CMU BOND BM. w/ I - #5 BAR (1) 5IMP50N 5PH4 WALL. (REFER TO FND CONT. (MIN LAP = 25") GROUT CELLS TYP. a o, ', ; '° _ _ _— — FLR PLN FOR WALL INSULATION OR PER ENERGY SOLID - VERIFY W/ FLOOR PLAN. ° op; .o°' °' ", _ — THICKNESS) CS. S �8"x8" PRECAST CONCRETE LINTEL °' °, — _ - `T 2SOLE PLATE COONY.NT. 2X PT WINDOW OPENINGS SEE FLR PLN FOOTING SEE 4"GONG. SLAB, FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — & — -° —° _ =I SEE FOUND. PLAN _ SIZES k MORE INFO. _ _ _ FOR MORE INFO, PRECAST GONG SILL _ _ _ _ _ — _ _ 1 EL V 0'-0" TOP OF SLAB #5 BAR VERY. WALL REINF. CONY. NOTE: — -- — —b:� L1 TO BOND BEAM. EMBED AGI STD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS z F` u HOOK 6" IN BOND BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE °' SEE FOUND. PLAN GELL5 SOLID. 2x8, USE 5IMP50N 6PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 51MP5ON 5F'2'5 ON w FOUNDATION PLAN EACH SIDE OF STUD TO TOP PLATES. U.N.C." FOR 51ZE5 4 MORE CLEAN e COMPACTED SOIL. S x16 C.M.U. PER ASTM C-90 (TYP.) INFO. ,: (95510 MODIFIED PROCTOR PER ASTM D1551) ',�FM--1900 P.S.I. (MIN.) W/ TYPE M OR 5 MORTAR PER ASTM C-210 __--INSUL. PER CALC5. 4 5PEC5 ELEV 0'-0" TOP OF SLAB ilk CEMENTITIOUS FINISH PER FBCR 703.6 NOTE: SEE N-I FOR ADDITIONAL/ALTERNATE PARAMETERS, CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK QgURSRS K Garage Wall Section Brng Wall $ 1 W/O Uplift SCALE:NTS 2X 5TUD5 S 1/2 GYP, BOARD 24"Of, SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PIN5 e PER ENERGY 46' O.G. OR EQUAL CALC5./5PEC5. MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/5" DIAMETER x 6" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24'' O.G. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/0" DIAMETER x 6" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 45" O.G. IF RE515TING UPLIFT LOA1)5 OR 3 1/2'' EMBEDMENT AT 48" O.C: IF RESISTING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS CONT. 2X PT SOLE 4"GONC. SLAB. SEE PLATE FOUND, PLAN FOR MORE INFO. EL V 0'-0" TOP OF SLAB ..— — ..— — ,A• .• .L W SEE FOUND. PLAN FOOTING SEE CLEAN 8 COMPACTED SOIL. FOUNDATION PLAN FOR 51ZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) M Gara e Wall Section Non-Brn . $-�1 SCALE:NTS EMBED AGI STD, HOOK BOND BM. 10" MIN, IN I.A TT 4• K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25'' MIN, CLEAN OUT 0' 0" FINISH EMBED ACI "'— STD. HOOK IN ° ' FLOOR FOOTING 4 ° FOOTING SEE FOUNDATION y° PLAN FOR SIZES 8 MORE INFO ,�Masonry Wall Reinforced Cell Detail 10" MIN. Sx& K.O. CUM BOND BEAM — — — — w/ 1- 15 BAR CONT. .. 4 PRE-ENGINEERED CONG. LINTEL -- -- ---- w/ I- #SBAR CONT. EMBED ACI STD. HOOK IN —05 BAR VERTICAL WALL REINF. BOND BM. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS " 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT STD, HOOK IN FOOTING 0'-0" FINISHED FLOOR y° ` FOOTING SEE FOUNDATION PLAN a FOR SIZES 4 MORE INFO. t4 ,Masonry Column @ Lanai/Entry Detail $-1 SCALE:NTS CELL TO BE FULL GROUTED DRILL E EPDXY INTO LINTEL/BONI OR GIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF k USE SIMPSON 5E1 HIGH STRENGTH EPDXY DRILL 8 EPDXY MINIMUM EMBEDr 5" 51MP50N SET EPDXY EXISTING MASON] BOND BEAM OR 5LAB K.O. CMU BOND BEAM S-I / SCALE:NTS #5 BAR TRANSITION STEEL ACI STD. HOOK (TYP) VERT, WALL REINF. NOTE: • MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 #5 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 5II'11=50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR IS MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON HT51116, MAX. GAP 15 1115 ". MAXIMUM OF 5 IN A ROW & 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-I SCALE:NTS E TOP TIE BEAM ( #5 VERT. CORNER -A CELL FILLED W/ �I I ]III Ij/ CONCRETE 15 LAP I —CONY. 05 25" LAP R Corner Continuity Detail S-I SCALE:NTS �e NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANGIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERIN6, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY GONTRAGT ONLY, ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY • e, • r s w o N z w QQ O boo_ =d°uw� w �; z N ? � w Q<°NQ° �U13� Q w�J O w LL w V Q Q u Uj LU LU LU � Ll w z w Z_ Lu 3 7 N LJ i f (Y I� d 7 d ao� WWK°Q ujQ C) 040 _ IL ��� �i � m E3 e eC 40 0 U, 0 JI DATE Oe-30-17 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 51 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS 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)I0d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT [FRE-ENG. WOOD BE P 2x8 PT VERT C BV. SHOWN. DETAIL LU5, L5U, WITH 1/2" ANCHOR BOLT e 24" O.G. TYP. Ix4 PT BASED ON FLOOR TRUSSES INFORMATION "HANGER _ — OR L55U VERTICAL (BELOW),@ WALL TO BE ATTACHED WITH N, General Irre ular Window AttachmentPRE-ENG. rTENGINEERED MIN. 1/4 x 2-1/4 TAPCON 12 D.C. OR PER MANUFAGT. PROVIDED BY WOOD ROROOF SPECS,S-2 SCALE:NTS CONTRACTOR. TRUSSES ES CMU WALL BELOW INTERIOR SIMPSON CS16 AREA CORNER @ 16" O.G. HORIZONTALLY PLYWOOD TO 2x8 LEDGER W/ EXTEND TO 4-0.131 x 3 1/2''R.5. INTERIOR BOTTOM OF jj NAILS EACH AREA 2X BUCKS ATTACHED W/ FLOOR TRU55 2x8 LEDGER IO.GXWITH MA. 6'' FROM (FIELD VERIFY 4-0.13I x 3 1/2END OF MEMBER WITH TRU55 R.S. NAILS e MA5. OPENINGS. LAYOUT EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TYPICAL PLAN VIEW CMU WALL BELOW TRUSS T ical Led er Detail 2X MEME3ER5 ATTACHE W/51MP50N A35 WHERE S-2 SCALE: NTS NEEDED TO MEET • MANUFACTURER'5 ATTACHMENT POINT SEE TRU55 SHEET 2x TOP PLATE 5EE TRUSS SHEET REQUIREMENTS. FOR STRAPPING CONT, FOR 5TRAPPING-TOP CHORD 51MP50N A35 SEE TRUSS 1/16" MIN. APA DOUBLE TOP PLATEnnn NAILED TO 2X OR SHEET FOR RATED SHEATHING (MIN. STUD GRADE SYP) 5M5 TO MULLION 5TRAPF'# 2x4 FRAMING (RAT RUNS) SPAN FROM 7/16 MIN, A.P.A. BY MANUFACTURER. FASTEN EA. STUD NOTE: RATED SNTG. TRUSS TO TRUSS ON TOP OF BOTTOM TD TOP PLATE w/ "AT 2x6 WALLS USE PRE-ENGINEERED PRE-ENGINEERED CHORE) 4 BOTTOM OF TOP CHORD 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGES w/ (3) 16d TOENAILS EA. END 51MP50N 5P1 w/ 10-I06 NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON 5P4 w/ 6-1Odxl 1/2 NAILS EA. STUD II II SEE ENG. FOR MORE INFO 2x STUDS SIMPSON MTSIB a EACH TRUSS 51MP5ON A35 ANGLE REFER TO TYPICAL 2-5TOR WV 12-SdX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ TOP CHORD 1/4"x 3" TAPCON5 @ 12" O.C. WITH MAX. 6" FROM 2x4 BEARING END OF MEMBER e MA5. WALL W/ STUDS x x x OPENINGS. � 1611 O.G. 7/16 APA RATED WOOD SHEATHING 2X MEMBERS ATTACHED SIMPSON 5PH4 W/51MP50N A35 WHERE EA. STUD NEEDED TO MEET DORMER ROOF BY MANUFACTURER'5 TRUSS MANUF. OR ATTACHMENT POINT CONVENTIONAL PRE-ENGINEERED REQUIREMENT5. FRAME (SEE PLAN) FLOOR 0I15ERED ROOF TRUSSES IF IX THEN ATTACH 2-2"x4" BLOCKING SIMP50N L5TA12 EACH WINDOW THROUGH WITH 4-16D COM STUD OR EQUIV. CEILING BOARD PER BUCK TO CMU/ WOOF TOENAILS EACH ARCH. PLANS FRAMING, IF 2X THEN END ROOF TRU55 BY ROOF ATTACH TO 2X BUCK. TRU55 MANUF. Lid TYP. LOAD BEARING WALL HT516 W/ 16-10d 2X4 BLOCKING w/ NOTE: GON5T. 211x4" ia I6" O.C. (SINGLE EA. TRUSS To 3-0.131 x 3 1/2" R.S. "AT 2x(o WALLS USE 5PH& BOTT. PLT., DOUBLE TOP PLT.) BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRUSS PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 IF 2X ATTACH TO CMU, F Dormer Knee Wall Attachment Detail CONNECTORS IN LIEU OF �/ I/4"x 3" TAPGONS 5PH4 CONNECTORS SHOWN. 12" O.C. W/MAX. 6" $-2 SCALE: NTS K Floor Truss To Girder Connection FOR WALLS LARGER THAN FROM END OF BUCK. S-2 SCALE: NTS 2x8, USE SIMPSON SPl'S ON (TYP. ALL 2X WINDOW EACH SIDE OF STUD 70 BUCK ATTACHMENT) BOTTOM PLATE 4 SIMPSON 2x8 LEDGER W/ 2x8 LEDGER W/ N. STUD TON TOP PLATES. F 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" U.N.O." R.S. NAILS PLYWOOD TO R,5. NAILS e EACH STUDS EXTEND PAST EACH STUDS FLOOR TRUSSES HANGER TO 51M SON I Al (A ) WALL TO BE ATTACHED F F_ F X q L_ L_ _1 51MP50N 435 6 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 NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT o TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBIT5 2X THICKNESS /@ CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUGK, WITH 2X BUCK @ EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT, 5PHG CONNECTORS ROOF TRU55. 2X @ 16" O.G. ROOF TRU55. (2) 0.131 x 3 1/2' COMMON NAILS 'a EA. IN LIEU OF 5PH4 ° CONNECTION IF IX THEN CONNECTORS 2x BOTT. PLATE PRECAST ATTACH WINDOW ° SHOWN, AT 2x8 WALLS USE 5PH8 CONT. CONCRETE LINTEL' SEE PRE-ENGINEERED WOOD TRU55 • • THROUGH BUCK CMU/ WIOOD CONNECTORS IN FLOOR PLAN FRAMINGTO LIEU OF 5PH4 FOR MORE INFO. 1/2'' GYP, BOARD PER SCHEDULES' pTNING NAIL ZXEBUCK.ATTACH TO CONNECTORS 1601 e 6" O.C. SHOWN, FOR WALLS 2x8 PT MIN. FRAMING FROM LARGER THAN 2x8, 1/4"X 3 1/2" NOTE: TRUSS � 16" O.C. CONT. TO INSUL. PER GALGS. � SPECS USE SIMPSON SPl'S MASONRY SCREW "TYPICAL AT TOP CORD (3) 0.131 x 3 1/2" ON EACH SIDE OF POCKET e all °,C, ALL LOAD COMMON TRUSS CHORDS IF 2X ATTACH TO STUD TO BOTTOM PLATE & SIMP50N SLIDING DOOR. PRECAST 0.131 x 3 I/2" BEARING 5YP. COMPONENTS, 1l CMU. O 1 @ 1 '' TAPCNS 12O.C. 5P2'S ON EACH SIDE OF STUD TO CONCRETE LINTEL. SEE @ 4" O.C. GRADE SHALL BE USED FOR NOTE: 2x8 PT MIN. W/MAOF6BUGKM ENDF TOP PLATES. U.N.O. FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL e WALL TO B) ATTACHED WITH (TYP. ALL 2X OR MORE INFO. SLIDING DEPTHS WINDOW BUCK INSTALL I/2 X (0 I/2 DIA, x 6 TITEN DOOR. GREATER THAN HD ATTACHMENT.) SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP5ON A35 a EACH END, 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 BA5ED ON INFORMATION THREADED Zx4, ROD 2 GRADE R MAY I PROVIDED BY EPDXY S 2'-0° BE USED. ALL 4x CONTRACTOR. IN SIMPSON SET OR BETTE NOTE: IX PT VERTICAL 0 WALL 5PI EACH STUD O.C. (MAX) FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4'' x CENTERED ON f - II- -I FOUNDATION FOUNDATION BE 12 GRADE, 2-1�/4" TAPCON 6 12'' OG. OR I I 2x5 PT N rre ularit Width Less Than Window Width Attachment WELTERED PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O. PER MANUFAGT. SPECS. Ix6 HEAD S_2 SCALE: NTS CMU WALL -SEE 2x PT SIZES $ MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB. Structural Kneewall FLOOR PLAN FOR BOTTOM INFO. PLAN INFO, S_2 SCALE: NTS MORE INFO. PLATE SEE FOUND, PAVERS OR PAVERS OR PLAN 4" GONG. 4" CONC. INSTALL GLASS PER I I BLOCK WALL BEYOND 2x BEARING WALL W/ SLAB — -- - SLAB a .. MANUFACTURER JO1571 RAF BOUNDARY STUDS ,@ 16" O.C. a. a °. a ° a : a .a _ R 57 NAILING FOR 4. CAULK UNDER FRAME K.O, w/ 1-05 CONT. WALL, DASHED PRE -ENGINEERS 1/16 APA RATED RE -ENGINEERED ° 'I FLOOR TRUSS ��� -- WOOD 5HEATHIN6 FLOOR TRUSS 1 LINE 9 INDICATES TOP PLATE OF 2x6 SOLID BLOCKING W/ GONG. SILL 3-0.131 x 3 1/2" TOENAILS Wood Frame Pkt. Slider Detail 5/8 CEMENTITIOUS FINISH WELT EA, END H CMU Lintel Pkt. Slider Detail I PER FBCR �03.6 S.2 SCALE: NTS S-2 SCALE: NTS EDGES GABLE END 2 x 4 RIBBON 4" GONG SLABS CORNERS 48" O.C. S BATHING) TRU55 TOP ATTACHED TO EACH CHORD FLOOR JOIST WITH 3 0.131 SEE FLR PLN FOR HDR. SIZE NOTE: MAX. x 3 1/2" NAILS AT 2x WALL5 THAT ARE WIDER THAN 2x4 EDGE FOR ROUGH OPENINGS UNDER 51MPSON 5PH4 w/ 6-10d 4 WHERE THE HEADER IS NOT FULL FIEL 51MP50N CSI6 EA. STUD 5'-0" (1) 51MP50N C516 OR (1) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD NOT GO OVER SHEATHING) o TO BASE OF 2X4 CENTER w/ 22-lOd NAILS - BLOCKING a 16" O.C. RIPPED DOWN a RIBBON BELOW IMPSON HT5I6 a CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO ° ° ° BOUNDARY EA. TRU55 NAILS EA. 51DE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF STUDS) (U.N.0) THE 5PH CONNECTORS ABOVE THE TYP. LOAF HEADER, 4 FOR THE PROPER FOOTING SEE ° 51MP50 REFER TO TYPICAL 2-STORY WALL BEARING FALL INSTALLATION OF THE CRIPPLE FOUNDATION PLAN HETA20 STRAPPING. AT 2x6 WALLS USE 5PH6 IN ° BLOCKING SEAM BOUNDARY SECTION FOR INFORMATION NOT W/UPLIFT FOR 51ZES d MORE ° q NAILING FOR RHANG CMU WALL SHOWN FOR ROUGH OPENINGS OVER LIEU OF SPN4, AT 2x8 WALLS USE 5PH8 FOR WATT, 5'-0" USE (2) SIMPSON C516 ,_____� IN LIEU OF 5PH4, FOR WIDER WALLS USE INFO. SIMP50N CS16 IN AN SPH PANEL OUTRIGGER Cantilevered Floor Truss Over Wall OR (2) MSTA24 (UN.°' -- SHEATHING CLIP o w�3�1013Ax1OI12ANAILS o° Bp�� 1NG Non-Brn .Mitered Glass Framing Detail 24" o.G. $ 2 SCALE: NTS 2X KING STUD MIN.) 0.1 1 S-2 SCALE: NTS FOR ROOFS FIELD TONGUE FIELD SUB FASCIA OR GROOVE FOR SPECIFICATION FOR KINGS 4 CRIPPLES WHEN NECESSARY TO MAINTAIN PROPER FLOORS WALL PLATE 2X4 CROSS (THE FOLLOWING SHALL APPLY U.N.OJ -- CLEARANCES FOR THE WINDOW/DOOR BOUNDARY BRACING 48" WITHIN AN OPENING, IT IS ACCEPTABLE NAILING BRA O.C. CI TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE II II (PERIMETER OF BRACING ia 48" CRIPPLE 4 (1) KING 15 REQUIRED ON OR BOTH OF THE TOP PLATES 15 J BOLT EFLAC;FMENT CI- AfRT- OC ON SHEATHINGa" TOP EACH 51DE OF THE HEADER. FASTEN WALL ELIMINATED TO MAINTAIN THE FULL DIAPHRAGM) RAT RUNS FOR 4 3 2X4 RAT RUN BRACING 48° TRUSS SPANS OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) CRIPPLES 4 (1) KING 15 DEPTH HEADER SPECIFIED IN THE PLAN O.C. ALL AROUND SET IT 15 NOT ACCEPTABLE TO • THE FOLLOUJING "J" BOLTS CAN BE REPLACED UJITH THE CORRESPONDING BOLTS. O.C. ON TOP OF CHORD FOR 4 TRU55 SPANS REQUIRED ON EACH 51DE OF THE HEADER, OPENING SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE THE iREVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. BOTT. CHORD WOOD TRUSSES ATTACHED W/ AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 . NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2�00 PSI. SUBSTITUTION FOR 4 TRUSS SPANS 2-16d e EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ARE REQUIRED ON EACH SIDE OF ELIMINATED THE SPN4 CONNECTORS SHOWN AT THAT LOCATIONS ARE NOT OF "J" BOLTS KITH EXPANSION BOLTS IS NOT PERMITTED. ATTACHED W/ 2X4 BLOCKING 9 TR U55 JOINT THE HEADER. NECESSARY. ALL OTHER STRAPPING . FOUNDATION PAGE TAKES PRECEDENCE. 3-0.131 x 3 1/2" 24'' O/C W/ 3-0.131 x • ANY DIFFERING NOTATIONS FOR CRIPPLES $/OR KINGS MADE ON SHALL APPLY, AND ANY TRU55 COMPONENTS ABOVE THE OPENING . ALL OTHER BOLT OPTIONS MUST BE REVIEUJED 4 APPROVED 5Y E.O.R. IN WRITING, R.S. e EA. TRU55 3 1/2" R.S. EA THE PLAN SET SHALL CONTROL. HEADER, JOINT TOENAIL 3 END SIMPSON A34 (ON SECOND FLOOR FOR ROUGH I/2" HIGH CONNECTOR OPENINGS UNDER 5'-0" ONLY (1) 6IMP50N G516 SPAN FLOOR 5Y5. TO STRENGTH OR W/4-Sd X 1 1/2" (ON CONC. SLAB) SIMPSON NTT4 5LOCKING/RUNNER5 BELOW 5/8" GYP, INTO BLOCKING W/ (1) 5/5"x8" ATR IN SIMP50N SET I. 8 4-06 X 11/2" EPDXY 4 (IS) 16d NAILS (ON SECOND FLOOR) FOR ROUGH META 12 � 24 O.G. MASONRY WALL INTO TOP OPENINGS OVER 5'-0" ONLY (1) SIMPSON 2x FRAME WALL- PLATE �TAL�SER OR o UPLIFT, (BEARING NTT4 W/ (1) 5/8" THREAD ROD SET IN STRAPPING NAY LI SIMPSON SET EPDXY 4 (IS) 16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR 51MP50N MSTCM60 IF FILLED CELL OCCURS BELOW F_ F_ F_ x L _jI IJ J 51MPSON ALL 2X TO 2X CONNECTION POINTS, WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL, MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINT5 PER MANUFACTURER. 2X BUCKS TO BE ATTACHED 70 GMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE SIMP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT @ TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THIGKNE55 @ CENTER OF ARGH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT iX BUCK, WITH 2X BUCK @ EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4'' EMBEDMENT. NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED e RIDGE OR HIP. e 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCT5 FOR WALL OR CEILING APPLICATION5 SHALL FOLLOW TABLE R02.3.5 IN THE FLORIDA BUILDING CODE IF RE511DENTIAL, AND SECTION 2505.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFIGATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHER111I5E WITHIN THE PLAN5 SET, Ext. Wall Con. Non -Load Brn .Location � T .Header Detail o T ical Nailing Schedules Floor, Roof, Wall E S-2 SCA S-2 SCALE: NTS $-2 SCALE: NTS " J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2'' x 5" EMBED 1/2" x 8" 1/2" x 5" 1/2'' x 5" EMBED 5/0" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/0" x 8" 5/8" x 8" 5/8" x 5" EMBED 7'rFICAL NAILING HIGH WIND NAIL 5H ATHING BOUNDARY EDGE EI ROOF 0.131 x 2 I " R6, RING SHANK 1/16" 4" WALL 0,131 x Y.COMMONCOMMON 1/16" 3" 4" 6" F1 00 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.) NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERE5TEI7 PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY :Z rt • `'� a �zWLU = moo o L> —5 LCL), L� �WU�LY_Q w , 7-OC], ~ i z'ZN i� I.-.Q W a�-ol�l ��zQ�-oW < °u �'-E, ° f v.ol-moo Y Q <Iw O I-I- �� �° < vv�m �z w n LLJ Q Q w z z Q°o �Lo<< S_ - IL LU cc 0 U) 0 DATE 08-30-17 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 1 III N I I I 1 \4/ K/.1 1 /\ / I/4 PER JOINT BRACING Truss Bracing Overlap Detail $-$ SCALE: NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE FASTEN CAP TO CHASE w/ f 0.131 x 3 1/2" R.S. NAILS 12" O.G. ALL-AROUND WALL SHEATHING ir NAILED PER 0'/5-2 DBL 2X4 PLATE CONT. 0 0 V-0" (MAX.) u W/ 51MP50N HT520 1@ 3211 2x4 WD CONST. W w O.C. OR C516 TO ALIGNING FLASHING ALL-AROUND 16" O.C. w 5UD5 BELOW SADDLE x 2x6 50LE PLACD TE- ROOF ELEMENT CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION C5 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 114'' x EA. 5" WOOD SCREWS 4" CORNER O.C. ALL-AROUND TOP CHORD ENG TRUI65E5 a 24: O.C. 2x6 BLOCKING FASTENED TO ROOF 5HEATHING FRAMING w 4-0,131 x 3 1/2'' NAILS EACH END B Fireplace Chase Detail S-3 SCALE: NTS APA RATED 5HEATHING. SEE NAILING BRACING PER TRUSS-- IFSCHEDULE TABLE FOR ATTACHMENT. ENGINEERING I 1'-0' M,4X APA RATED SHEATHING. 5 E NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (1) 51MP50N L5TA12 STRAP 48" O.C. 14ETA 20 'a 45" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8 MASONRY WALL W/(I) #5 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED M TRU55E5 '@ 24'' Q O.C. a SEE DETAIL A ON THIS 5HEET (TYP) 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) 56 COOLER NAILS 7" ti 0,131 x 3 1/2" R.S. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM MASONRY WALL) I/2° GYP BD FLAT OR CATHEDRAL ° NOTE: GR055 BRACING 4 '"T ALL BLOCKING TO BE REPEATED 48" O.C. TYP. able Section - For Gable Less Than 4'-011 High SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 STRAP 48" O,C. (1) SIMPSON LTAI 45" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MA50NRY WALL- W/(U #5 REBARR CONT, IN KNOCKOUT COURSE 4 3Ar OR 8'-O" MIN. LTRUSS 2x4 BLOCKING (1)51MP50N L5TA12'-1/2" CEILING GYP BD W1 501 BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7O.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, � (0" O.C. MASONRY WALL) UNO. CONTINUOUS 1-1/2" GYP BD NOTE: CROSS BRACING 4 ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 4a" O.C. TYP. 1Ex anded Blocking Information Diagram SCALE: NTS PREFAB ROOF TRU55E5 a 2411 O.C. >Iloo� PRE-ENG WOOD TRUSS (TYf ) SECURE RIDGE BEAM TC CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT ERNAFFTER PROVIDE (5) 16d NAILS EA CONTINUE 5HEATHiNG BELOW CONVENTIONAL FRMG 'a ATTACHED 5TRUCTURE5 WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 4 PORCHE5 iNOT5- 4'-0" 4'-0">00 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE #2 5OUTHERN YELLOW PINE 'a 24" O.C. MAX. SECTION 51ZE SHALL 4 w/ (2) 0.131 x 3 I/2" TOENAILS COOLER NAIL51" O.C, OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN A5 FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0'' TO 15'-0" ---- 2X1O OR 8 FEET FROM MA50NRY WALL) 4'-0" TO V-0" ---- 2X6 15'-0" TO 18'-O" ---- 2X12 V-0" TO 12'-0" ---- 2Xa Gable Diaphragm Side Wall #2 F 2, RIDGE BEAM SHALL BE 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 #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE 51MP5ON M5TA24 TENSION 5TRAP5 e EACH TRU55 USING (14) 10d NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING EACH SIDE OF 7RU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0,131 x 3 1/2" NAILS THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4, SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 51MP5ON HT520 W/ ( 20) 10d 1 _0° NAILS FOR 2x12 RAFTERS, 06) 10d NAILS FOR 2x10 RAFTERS, (.14) 10d NAIL5 FOR 2x6 MAX RAFTERS WITH 5PANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (0) 106 NAILS. APA RATED SHEATHING. TRUSSES 24" O.C. SEE NAILING SCHEDULE 5, SECURE RAFTERS TO RIDGE BEAM USING 5IMP50N L55U210 SLOPING HANGER W/ (10) 10d TABLE FOR ATTACHMENT. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (,5)106 4 ((0) 106 U.N.O. X, COOLER NAILS 7" O.C. OR EQUAL, RESPECTIVELY FOR 2xIO RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2'' FOR 2x8 DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) 1001 4 (5) 106 x 1 1/2" FOR 2x(o RAFTERS WITH SPANS OF 4'-0'' ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0'' MAY BE TOE -NAILED TO RIDGE (1) 51MP5ON L5TA12 BEAM W/ (,5) 10d NAILS. 5TRAP 48" O.C. L46. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT (1) 51MP5ON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH 'END INTO TOP CORD" 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2'' TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO, Valle Set Attachment Detail GABLE a: DETAIL (TYP) FLAT OR CATHEDRAL J $-$ SCALE: NTS 8" MASONRY WALL UU10) #5 1/2" GYP BD REBAR CONT. IN " NOTE CROSS BRACING $ KNOCKOUT COURSE ALL BLOCKING TO BE INSTALL SIMPSON LU524 MIN, EA. SIDE OF THE REPEATED 48" O.C. TYP. KNEEWALL STUDS e MIN. 16" O.C. CEILING JOISTS. JOISTS TO BE PER NOTE #1 rG TYP. Masonry Gable End $_3 SCALE: NTS ATTACH THE FRAME / / SEE NAILING APA RATED SHEATHING. SEE NAILING F ATTACHM NT. U.N.O. SCHEDULE TABLE OR E SCHEDULE TABLE FOR OF CEILING WITH ATTACHMENTS AAILS TO EA. 5TUE) L/ 2x4 DIAGONAL AROUND PERIMETER./ 0.131 x APA RATED t'-0" 3 1/2" NAILLSW'a SHEATHING. SEE r14x INTERSECTING NAILING SCHEDULE s BLOCKING TABLE FOR ' ATTACHMENT. U.N.O. e (1) 51MP5ON L5TA12 EACH END OF "L" 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7" O.G. T Down CI Entry BRACE OR EQUAL, DIAPHRAGM M .Frame 'AREA (4 BAY OR 8 ft FROM MASONRY WALL) S-3 SCALE: NTS 2x4, 2x(o, OR 2x8 5.Y.P'" 01 'a 16" O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED 51ZING OF 5TUD5 TRU55E5 6 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING e ALL (1) 5IMP5ON H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: GROSS BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 4a" CL, TYP. S 3 SCALE: NTS NOTE: THREE OR MORE REPEATED IDEN71CAL TRU55E5 SHALL HAVE DIAGONAL BRACES. (A5 REQUIRED BY HIB-91) APA RATED 5HEATHING, SEE NAILING N 141 mph MAX. SCHEDULE TABLE FOR ATTACHMENT. S-3 U.N.O, OMPNG OR OR N WEB SLOPING VERTICAL WHEN TRU55 4 STUD ARE — ALIGNED 5IMF50N TWIST STRAP TYPE CONNECTOR (HT5/MTS) MAY BE ONTINUOUS PERMANENT LATERAL BRACE (CLB) NAILED TO TRUSS 4 STUD H4 15 NEEDED O SP5 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 5PH8 SHOULD BE REPEATED CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN Ix4 MIN. BRACING W/(3) 0,131 x 2x8, USE 51MP50N 5P1'5 ON 3 1/2'' NAILS '@ INTERSECTING EACH 51DE OF STUD TO WEBS BOTTOM PLATE 4 6IMP5ON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." CLB Diagonal Brace 20' Max Intervals Detail NOTE: SEE TRUSS LAYOUT FOR ANY ADDITIONAL SCALE: NTS 5TRAPPING REQUIRED UNBRACED WALL HE IGHT #2 SYP S'-0" 2X4 16" O.G. E'-8" 2x4 16" o.c. 9'-O" 2x4 16" c.c. 9'-4" 2x4 16" c.c. 10'-0" 2x6 16" o.c. ALL RAFTERS SHALL BE 12 SOUTHERN YELLOW PINE 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN 610 ---- 2x4 4'-0" TO V-0" ---- 2X6 V-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-O" ---- 2XIO 15'-0" TO I6-0" ---- 2X12 NOTES I, ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING 5IMP50N PRODUCTS REFER TO SIMPSON'S INSTRUCTIONS 4 5PECIFICATION5. 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 5U55TITUTED FOR ANY STUD WORK AT 16" CC MAX. SPACING (#2 5YP MIN.)" . C, Enclosed, Exterior Frame Wall Table SCALE: NTS WHEN STUD 15 NOT ALIGNED WITH A TRUSS " AND/OR WHEN TRU65 STRAP IS NOT DIRECTLY ATTACHED TO STUD USE (1) 51MPSON 5PH4 OR 5P2 TYPICAL HIOA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAFING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRUSS CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS n ICI Y ��� rnt�r�nry 4-0,131) GOMMO SEE TABLE FOR NAILING Q SCHEDULE 0 SPLICE 0.131 x 3" COMMON . SIDE OF JOINT STUDS IC " O.C. � COMMON 4-0.13) x 3" SEE TABLE BELOW 2-0.131 x 3" �� q COMMON FOR LAPSPLIGE ter' TOP PLATE FASTENERS TOP PLATE FASTENER 5CHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 9 SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 3" O/C 0.131 x 3" '@ 8" O/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING 1@ 5PLICE ALL OTHER NAILING 24" 2-ROW5 0,131 x 3" 0 6" O/C 0.131 x 3" a 8" O/C i 4-0.131 x 3 1/211 COM, DOUBLE TOP PLATE DOUBLE STUD 0.131 x 3 1/2" COM. 16" o.c. PT BOTT. `i PLATE 2 - 0.131 x 3 1/2" COM. 11 2-0.131 x 3 1/2" C0M. DOUBLE STUD CONDITION 1� 2-0.131 X 3 1/2" COM. = - DOUBLE 5-0.131 x 3 1/2° TOP PLATE 3-0.131 x 3 �'0 1/2 "COM. 0.131 x 3 1/2" COM, P7 BOTT. PLATE 2-0.131 x 3 1/2" COM. &INGLE STUD CONDITION 4 STUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P6PN55Z IN LOCATIONS WHERE A LAP 5PLICE 15 NOT CLOSE. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE" 12 d COM. 12" O.C. 4-16d COM, 2-Sd COM, 2-2"x4" W/1/2" PLYWD" SPACER NOTE: 2X4'5 MAY BE TURNED FLATWISE 50 NO SPACER IS NEEDED. �16d COM. 8" o.c. 106 COM. 0 12" o.c. 4-16d COM. INT. HEADER (NON -BARING General Wood Attachment Details S-3 / SCALE: NTS N07E8: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 5IDE5 OF THE COLUMN 2. ALL NAILS PENETRATE 0 LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3, FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG 5CREW5 OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4" DIA, X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5, REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R"S. NAILS STAGGERED 'a 6" O.C. ALONG THE LENGTH OF THE COMPONENT STRAPPING INFORMATION t (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS @ 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. m 03 1�I111L'a L. • � HT516 �J (4) 2"x LAMINATIONS ATTACH w/ 5IMP5CN SD5256OO WOOD SCREWS STAGGERED � 6" O.G. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6" O.C.. Tvo. Nailing Schedule for Built -Up Columns & BEAMS NOTE: I. SEE TRUSS 1'1ANUF,4CTUREIR'6 TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT E3R,4CING THAT MY BE REOLUIREC 2 "T" BRACING MAY BE: USED IN PLACE OF PERMANENT BRACINCc PROVIDED IT EXTENDS OVER e LEAST eO% OF THE WEB, SCALE: NTS CONTINUOUS 20'-0" 20'-0" SEE EXPANDED BOTTOM CORD BLOCKING IN 14 DIAGRAM a °- Q z C C � TOP 4 BOTTOM CORD GABLE END. BRACING 4'-0" O.C. MAX. FOR FIRST R Gable & Clg Bracing Diagram (4) ROWS OF TRUSSES S-3 SCALE: NTS BRAC G X MIN, GLB DIAGONAL BRACE AS REQUIRED BY SCSI � z !%Vimolmmmml Isla NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15GREPANOE5 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 GOPY 15 PERMITTED BY GONTRAGT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, GLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATIONS AGGOMPANY THESE PLANS, THEY SHOULD BE READ GAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS �1i11111/ BY I� o z- 4 ///11110 ?mow° �oo�o Z L LU ° < <K O CD W w O_ Q v Z z Q, 11 o w z z ~ >11 w o Kz\n >tC- Qw crow WZOzow �cNIj o z <LU �o� _7— n 75 w w z a Z 5 ti D_ �000 w�d�wo_ p z w w w w c T wwc zwz�J� L '(Y W N i ��Q WWI°4 w Q°o o�v LL �a ;R e AD t�S I l I� -o 0 U' 0 DATE O8_30-/7 SCALE NOSED DRAWN MK/PDK �oQ _ Sheet content: structural Details Sheet number: \ DBL. 2 x 4 TOP PLATE SIMPSON 5PH4 e EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. 51MP5ON L5TA30 w/ 22 -10d NAILS e 24" O.G. MAX OR EACH STUD. 2, PROVIDE 2X BLOCKING e 5EAM5 e RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN, ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5, 3, ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING $ SHEATHING DETAIL SEE ELEVATION --- PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALCS 7/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL ''0" ON SHEET 5-2 2 x 4 SOLE PLATE 51MP5ON C516 OR 51MP50N M5TA36 @ 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK 45 NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA, TRU55 J015T (INSET) 2x4 FLATWI5E VERT. BLOCKNNE A5 NEEDED TO ACHIEVE FULL NAILING IN 5TRAP5. 2x4 #2 5YP RIM w/ (5) 0.13 3 1/2'' NAILS EA. TRU55 JOIE ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 5" CONC, K.O. BLOCK BOND BEAM POUR SOLID W/ I - #5 REBAR CONT. HORIZ. MIN. LAP = 25'' WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RE515TANT PRE -CAST CONC, SILL 4" HIGH GONG. BLK. 11 8 CMU PER A5TM-C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/5" CEMENTITIOUS FIN15H PER FBCR 103.6 M ELEVATIONS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PHO CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED - ROOF TRU55E5 e24" O.C. MAX. 12 SE ELE / INSULATION BAFFLE INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR e EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP50N 6PH4 e 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK e WINDOW 2x451LL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" TaG GLUED W/ CONSTR. ADHE5IVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD �— FLOOR TRU55E5 e 24" O.C. 7z _\ lz "----51MPSON HETA20 e 32'' O.G. IF ATTACHED TO RIMJO15T5. e24" O.C. MAX IF ATTACHED TO FLOOR TRUSSES •° 1/2'' CEILING GYP, BOARD SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION IX P.T. FURRING NORIZ. I x 6 P.T. CURTAIN NAILER a OPENINGS PREC45T CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK e WINDOW 1/2" GYP5UM BOARD JJ..�II SEE FOUND PLAN e n a a 'a a do Q 4 FOOTING SEE FOUNDATION PLAN FOR SIZE& 4 MORE INFO, A Typical Two Story Wall Section $-4 SCALE:NTS WINDOW SEE FLOOR PLAN FOR SIZE& INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED 5HEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE 2- #5 5AR5 IN K.O. BL TOP (2) TWO COUR5E5 8" CONC, K.O. BLOCK BOND — BEAM POUR &OLID (2500 P51) W/ 2 - 15 REBAR CONT, HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE -CAST CONC. SILL 4" HIGH GONG. BLK. a" CMU PER A5TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 MORTAR PER 45TM-C 270, 5/a" CEMENTITIOUS FIN15H PER FBCR 103.6 ELEVAT INSULATION BAFFLE II V.IUL_P� 1 lJI V I L.I-1 vUl II R 1 Ni i i 5PEC5 OR ENERGY GALC5 1/2'' GYPSUM CEILING BOARD HURRICANE ANCHOR e EACH TRU55 SEE TRUSS LAYOUT FOR 5TRAPPING INFORMATION DBL. 2 x 5 5YP TOP PLATE W/ 6IMP5ON &PHS e 16" O.C. EACH STUD (12) 10d NAILS EACH, GYP, BOARD RETURN WINDOW SILL CAULK e WINDOW 2 x 5 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2'' GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J" BOLT& 8 WASHEIR5 W/ 5" IMBED e 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP50N 5PHO 2x8 PT SOLE PLATE IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER 'a OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK e WINDOW 1/2" GYP5UM BOARD 4"CONC, SLAB, SEE FOUND. PLAN rT'�Typical Two Story Wall Section $-4 W/O Floor System SCALE: NTS C �, NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15GREPANGIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON GOMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 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 • !/ °((i V,.. y , M co G • .d .. ►!J • C) �- V X.. • °see 0" _ C ww z z J z W= Y O � Z oW�� �c< O W wOOJ =�pz�z W L W WJZ°pZ �< $zLU <<��� QQuio oz nQW�p oW�p CY Q a�J new O N 3 z = p z L 9' wdd YL�a 11 pzJ W LiwLU [� ViLLI Q5 zzzW�N vim - D/W- �QopwQQ d UjQ0o � o` v - "- �e �� MMM mm 11111111111111MM 0 U) 0 0 DATE 00-30-l7 SCALE NorED DRAWN MK/POK F5 Sheet content: Structural Details sheetrumber: 54 ATTACH TRU55E5 PER FRAMING NOTES. IF TRU55E5 ARE PARALLEL, PROVIDE BLOCKING AT 24'' O.C. AND ATTACH WITH (3) 0.131"x3-I/2" TOENAILS AT EACH END TYP. PROVIDE A —� MINIMUM 2 PLY END STUD AT EACH END OF FULL DEPT�&(KF68KING 6 SHEATHING EDGE5 w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1, SIMPSON HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 51MI=50N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, -- 5EGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" I SHEATHING AS DELINEATED ELSEWHERE IN P OUBLE TOP PLATE SET. (MIN. STUD GRADE 5YP) 2x 5TUD5 16" O.G. 001 EIE II II 11 �11 II CMU UTALL -SEE FLOOR TRU55E5 FLOOR PLAN FOR TYP, MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PA551NG TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM J015T AT 4" O.G. ALL NAIL5 TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail $-5 SCALE: NTS ,--IN5T,4LL 51MP50N C516 /CRO55 5TRAP5 WITH (U 0.131"x3-1/2" NAIL AT EACH PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM AT = EACH END TO TOP AND BOTTOM PLATE5/END 5TUD5. STRAPS SHOULD BE z DIAGONAL AND AT 45 DEGREES OR LE55 IN RELATION TO HORIZONTAL. TYPICAL. IF DOUBLE END STUD 15 OVER A VOID SPACE, INSTALL SOLID 2X BLOCKING BELOW, TYP. AT CR055 5TRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 7 O.G. OR 16 X 1-1/4" 5CREW5 6" O.C. ALONG EDGE5 AND 12" O.C. IN THE FIELD. IF 5HEATHING 15 OTHER THAN GYPSUM, SEE NAILING 5CHEDULE AT_0/52, NOTE: "AT 2x6 WALL5 USE SPH6 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES, U.N.O." FOLLOW TABLE BE FOR APPROPRIAT SPACING 4 SIZE OI WALL 5TUD5. STUD SHALL BE INSTALL MAX. 16" O.C., SEE 'N'/S-3 C516 OR M5TA 36 32"0.C. (36" LONG. FROM EA. STUD TG (2X12) WOOD BLOC FLOOR J015T 2x12 5YP 02 WOOD BLOCK BETWEEN FLOOR J015T WITH TOENAILS. NOTE: SEE 'N75-3 FOR STUD INFORMATION NOTE: AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 6PH4 CONNECTOR5 SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTOR5 SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPITS ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 6P2'6 ON EACH 51DE OF STUD TO TOP PLATE5. U.N.O." 1/2" DIA NUT W/ MIN. 1-I/4" DIA x 1/8" WASHER 1/2" DIA ALL--� THREAD ROD 1/2" DIA----•-- /2" PIA ANCHOR BOLT 65-1 COUPLING A.B. EXTEN51ON DETAIL NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALL5 USE 5PH6 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE $ 51MP5ON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ALT. Frame/Masonry Connection #1 SCALE: NTS 51MP50N 5PH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL 5TUD5. 51 SHALL BE INST 'MAX. 16" O.C. DIA. 1/2" J-BOL OR WITH 51MF'5c SET EPDXY, 5" EMBEDMENT 6 x 5.Y.P. TOP PLATE 2x4 S.Y.P. 02 RIBBON W/4-10d 0 EA. FLOOR TRU55. a I 0.131 x 3 1/2" z EA. )INT SIDE. e 32" O.C. ON THE AGE OF 2x12 JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d 10 EA. TRU55. ALT. Frame/Masonry Connection #2 2x4 50LE PLATE PROVIDE (2) 16d COM @ EACH TRU55 51MP50N C516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 1105# MAX Q 24" O,C, MAX OR EACH STUD WRAP UNDER TOP PLATE (16T FLR) 2x4 #2 5YP RIM w/ (3)---- 16d NAIL5 EA. TRU55 J015T ( INSET) 1/2" GYPSUM BOARD — 51MP50N MT516 a ----__ EACH FLOOR TRU55 24'' O.C. MAX. 1/16" SHEATHING MIN., SEE GENERAL NOTE FOR NAILING PATTERN PT 2X BOT. PLATE w/ 51MP5ON 5PH4 a EA. STUD w/ (10) 10d NAIL5 EACH Tvq i ca I Two Sto SCALE: NTS ENGINEERED ROOF TRUSSES o24" O.C. `—IN5ULATION PER ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 'a EACH TRU55 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE 5PH4 0 EA. STUD 1/2" GYPSUM TeG GLUED W/ CON5TR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL ''0" ON 5HEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 24" O.C. 7 I/2" GYP5UM CEILING BOARD W/ KNOCK - DOWN DRAG FIN15H SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION DBL. 2X TOP PLATE w/ SIMPSON 5PH4 �@ l6" O.G. w/ (12) 10d NAILS EACH I/2" GYPSUM BOARD 1/2" ANCHOR BOLT @ 24" O.G. W/ NUT 8 2" SQUARE BY 1/5" WASHERS 4"GONG. SLAB. SEE FOUND. PLAN a, Q FOOTING SEE FOUNDATION �: tl PLAN FOR 51ZE5 4 MORE INFO., IN�4Al•./1M QAArIMry C'I��.�r \A/nll Cni+�inv� DECKING 2"X4" PANEL BLOCKING @ 45" O/C — FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP k BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAIL5 2 "X4" CR055 BRACE r 0 48" O/C FOR THE IST 2'-0'' OF END WALL W/ (4) 0.131X3 1/2" 'a EA. END INTO 2"X4" BLOCKING 2"X4" PANEL BLOCKING 0 48" O/C FOR THE FIRS 8'-0" OF END WALL FRC EA. END. (TYP) TOP $ BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE N> 2 "X4" CRO55 BRACE e 48" O/C FOR THE 16T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" 0 EA, INTO 2"X4" BLOCKING FLOOR 2"x4" PANEL BLOCKING 6 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16c1 TOE NAIL5. — WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" GROSS BRACE @ 48" O.C. FOR — THE let 2'-0" OF END WALL W/ (2) 10dx3" EA, END INTO 2 "x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) — WHEN ANGLE 15 GREATER THAN 45°, CR056 BRACE @ 48" O.C. FOR THE let 4'-0'' OF END WALL. Floor Truss Parallel To Brg. Wall SCALE: NTS -2ND FLOOR FRAMING 51MPSON C516 OR MSTA36 STRAP 32 O,G., EVERY OTHER EACH STUD FLOOR J015T-5EE FRAMING PLAN WEEP SCREED INSTAILED PER MANUR SIMPSON HETA20 0 32" O.C. MAX. D FLOOR FRAMING '1P50N C516 OR MSTA3(o OR DUAL AT EACH 5TUD, TO STUD ,ROVE/BELOW), FLOOR JOIST, OR -OCKING. OOR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKING 'a P1STA36 OR C51(o OR HETA20 WHICH IS NOT ALIGNED UJ/ TRU55 VERT. WEB U51NG 2-0.131'' X 3 1/2'' TOENAILS e EA. END. EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER 51MP50N C516 W/ MIN (22) 10d COMM01\15 (11 MIN. EACH END) BEAM / GIRDER 2x BOT, PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAIL5 'a 6" O/C a Second Floor Frame Connection a Girder � S-5J SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGAR17LE55 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, 5UIT5, 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 NIP %N 4 ••••••••••••••••�,��J�d' • 14 .. op .000 w p z 7r��,� �ooZo z a r d Q W LU (3Q J H Q z yz W �. a ~ z C)? O zLU fS Quz--ow wzQ=Ow `t7 �o � �-D1 a¢N� z<LU J) o� c, Q sew C ��L, zL-- w QzQ W�<�<� Q (-1 IS)LLJ Z W � LU w 0 mQ wZ c, Cz LU C) - o LL Gq { L DATE 00_30-/7 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details sheet number: 5� SCALE:NTS DRYWALL OVER FUF BLOCK W 11/16x11/16 COVE MC (0100) 1x6 TRIM (WINDOW PER PI-4 (WINDOW PER PLA COMPO51 SILL 5QUAREC EDGES Ix6 TRIM BEAD B( PANEL INc DRYWALI OVER FUI BLOCK WALL IWINpOW PER PLAN) \ LINE OF WALL—� BELOW LINE OF TRIM -- BELOW COMPOSITE WINDOW SILL EAD [LL ELEVATION LINE OF WALL lx6 TRIM BELOW (NICHE _-=__-- LINE OF CASING PER PLAN) BELOW ---;-7----------- DRYWALL FINISH PLAN OVER FURRING ON COMPOSITE WINDOW BLOCK WALL SILL PLAN rE WINDOW DETAIL 2 1/4' DOOR CASING (#366 ) DRYWALL FINISH OVER 2x WALL (SEE PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: 1' .1'-0' PLAN SPECIFIC PER PLAN SCALE' '' '''-O' SHIM A5 I'-4" TEMP. GL. ENCLOSURE REQ'D. SHIM A5 I'-4' REQ'D. \4 -- INVERTED 2 1/4" -' INVERTED 2 1/4" 1' DOOR CA51NG (#366) Q 1" DOOR CASING (#366) 2x 5TUD5 (PER F STD. 2x 5TUD5 (PER 5TD. PLAN) STD, PLAN) BASE 5A5E `h U- 2" VAINTY CABINET CABINET 1/2'DRYWALL CABINET 1/2' DRYWALL .� 3 114" BASE BD, 3 1/4' BASE BD. '— �- QUARTER ROUND CALI. TOP 5CALE: 1/2" = 1'-0' QUARTER ROUND HIGH BAR TOP 5CALE: 1/2' - I'-V 5' W. CORIAN TEMP' GL. ENCLOSURE CAP 1/2" DRYWALLJiM, S" W. CORIAN BELOW CAPCAP TILE FINISH TILE FINISH 2x STUD5 (PER OVER WATER OVER WATER PLAN) RESISTANT RESISTANT WALL BD. WALL BD.SHOWER i/2' DRYWALL BATHSHOWER SHOWER 31/4" BASE BD. SIDE (#366) SECTION PLAN SHOWER LOW WALL SCALE: 1/2' = 1'.0' TILE TO WRAP IN WINDOW S" W. CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW - 2x STUDS (PER SILL PLAN) SQUARED DETAIL EDGES INVERTED 2 114" DOOR CASING (#3(o6) DRYWALL FINISH OVER FURRING ON — — BLOCK WALL 3 1/4" BASE BD. (#366) VANITY LOW WALL 5CALE: 1/2' = 1'-0' VERIFY TOP rILE (WINDOW PER PLAN) LINE OF WALL BELOW 21AN SILL :OJECT 1/2" OUT RECEIVE TILE) LINE OF CA51NG BELOW COMP051TE WINDOW SILL SHOWER WINDOW SCALE: 1/4' = 1'-0' SILL ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L 5CALE: I'. I'-O' rE WINDOW DETAIL 2 1/4' DOOR CASING (#366 ) FLOORING / 5,45E 50ARD NOTE: WHEN TILE FLOOR 15 5ELECT �) ONLY 5,45E 0AR1) 15 IN5TALLED. WHEN UJOOD FLOOR 15 5ELECTED 5,45E 50ARID AND 6HOE MOULID ,41E IN5TALLEE). (BI-PA55 DRS. PER PLAN) 1x JAMB (BI-PASE DR5. PEF PLAN) 1/2" DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (136(o) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD — DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4" DOOR CA51NG (036(o) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING DETAIL MAIN HOUSE DRYWALL—� SCALE: I' - I'-O' GARAGE BASE BD. TO OVER LAP SLAB STEP AND Q DRYWALL TRANSITION 3 1/4' 5A5E BD. /(#360) TYP. BASE BD. AT GARAGE /MAIN HOUSE NOTE- D AUUIN & ON 11 "x1l" 5H Efi QUILL 5E ONE HALF TEE SCALE NOT [D 5 1/4" CROWN 3 l #45) 5 1/4" CROWN SCALE: r = r-O' Ix8 ROUNDOVER W/ WHITIWALL ROUTER 1/2' 31/4' BASE BD. (#366) 2x6 36" HIGH 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: r :14' Ixl(b ROUNDOVER W/ WHITE PINE ROUTER DRYWALL 31/4' BASE BD (#366) 24 WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN 5CALE: r : r-O' TRIM DETAILS x ro c N� (� W 0 N� r Q r c�v�M .=1 L. mJ� ��rn L. L' a Q • 0 0 °° E0' m O � NM V r Q I. oxm z < u� i U 'JOB NUMBER 22066' CAD FXE TEEN BUILDER ID ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEP- EST. 1994- TRIM ol 11TLE • TYPICAL TRIM DETAILS TD • SHEET ol LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING LJ-1021 STANDARD - 42" H. ROSETTEKNEEWALL (OPT, LJ 6010 RAILING SHOWN) LJ-4040 NEWEL POST Wo PAINTED BASE PLATE 3 I/4" BASE BD LJ-1011 LEVEL QUARTER TURN A5 APRON LJ-1011 LEVEL LJ-4042 QUARTER URN NEWEL LJ-4045 LJ-4040 POST NEW L POST NEWEL POST OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS lwIl LJ-1021 = � lx6 PAINTED BASE R05ETTE _ PLATE LJ-6010 lxl2 SKIRT 3 1/4" BASE RAILING 0 BOARD 45 APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) CAPp STANDARD - LJ-8014MR1 lxl2 SKIRT TREAD FOR CARPET BOARD _ (OPT. LJ-8010 SERIES TREAD SHOWN) LJ-8095 OAK Ix8 PAINTED LINEAL COVE R15ER MOULDING _ LJ-8010MRI BASE_—`� = OAK TREAD PER TM LEVEL 3 114" OR 5 1/4" LJ-4042 NEWEL P05T 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO RE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ-4042 NEWEL POST SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 i WROUGHT IRON BALUSTERS I461 *'o LJ-4040 NEWEL POST I�II LJ-4040 NEWEL POST SECTION�� �� G 1x12 SKIRT lx6 PAINTED BASE CUT tNRU WALL �:�<. BOARD PLATE > 3 1/4" BASE Li-6010 AS APRON ` RAILING LJ-1041/0 BASE 5-TURN _ CAP _ MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS o (OPT. LJ-8010 SERIES (3 PER TREAD) 0 TREAD) LJ-8095 OAK — I8 PAINTED LINEAL COVE — R15ER MOULDING BASE PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-4042 BOARD NEWEL P05T 2 EA. - LJ-3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLN05E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE 51DE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER, 5, HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. 5ALU5TER5 (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD R15ER5 TO BE PAINTED WHITE. S" PAK END LJ-8014MRI TREAD LJ-8010MR2 TREAD F FULL HT. WALL CARPET STARTS AT TH15 R15ER RAILING LJ-4042 NEWEL POST GENERIC WOOD CARPET STAIR FLOOR PLAN N.T.S. N,T,S, 1x12 SKIRT SECTION�� i CUT THRU WALL .. 00 LJ-1041/0 5-TURN Li-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE —-----�J� PER TM LEVEL 3 I/4" OR 5 1/4" Ixl2 SKIRT BOARD LJ-3009- BRACKET STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ-8010 SERIES TREAD) Ix8 PAINTED RISER LJ-7040 / 1045 TURNOUT LJ-4010 NEWEL P05T LJ-5010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL 2x STUD WALL ui/ DRYWALL FIN. BASE CAP MOULD Ix12 SKIRT BOARD SUB TREAD 2x12 STRINGERS LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MR1 OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO 6CALE LJ-404 42" N. LJ-1021 NEWEL RAILING ROSETTE POST LJ-6010 36" H, RAILING RAILING Li-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) u�42 WOOD TREAD Q POST lxl2 SKIRT BD.OL >Y BASELJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PDR TM LEVEL OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. N.T.S. 3/4" MIN. HOLE DEPTH — FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL m N N m TIA - N 1" � M C\V N LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES LJ-5015 LIH-HOLIBA5K44 LIH-HOL25A5K44 LIH-HOLIKNUG44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING \ LJ-4042 NEWEL POST • LIH-HOL25A5K44 (DOUBLE BASKET) LIH7-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: AWINGS ON 11''x1l" SHEET WILL 5E ONE MALE THE &CALE NOTED N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO NAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILINCx LJ-4042 NEWEL POST LINE OF KNUCKLES TO lol BE PARALLEL 01 TO TOP RAIL Ll LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH -HOL IKNUC44 (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 HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H RAILING LJ-6010 RAILING LJ-4042 NEWEL POST L INE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL STAIR DETAILS w w x c� N� oN0) N o � •r L r1L 2 J '- cn M aQ. o p _0 Elm 0) moo o<M ZQ� 4d 'JOB NUMBER 24163.010 CAD FXLE NAME TRIM DETAILS ISSUED 04-05-13 REVISED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEIZ -� EST. 1994� STAIR 71TLE TYPICAL STAIR DETAILS • SHEET '