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HomeMy WebLinkAbout540 Red Rose Ln 18-2006 (a)LOT 222 - THORNBROOKE 40'S CAPTIVA GARAGE LEFT ELEVATION - TRADTIONAL "B" TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB-FA554, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC LANAI, RI:CCIKD COPY REVIEWED FOR CODE COMPLIANCE PLANS MINER�� DATE SAWQR F3URiDftQ DIVi tOi A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMITPREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at,Vilob ,Inspection REDRAW NOTES 04-09-I0 COMPLETED LOT SPECIFIC PLANS FOR LOT 222 THORNBROOKE 40'6, ELEVATION INCLUDED TRADITIONAL, GARAGE LEFT WITH PLAN OPTIONS INCLUDING: STAIR RAILING, COVERED LANAI, PAVER DRIVEWAY, LEAD WALK AND PORCH AND TRAY CEILING PACKAGE. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR—B" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 832 TOTAL LIVING S.F. 1989 GARAGE S.F. 451 PORCH S.F. 74 LANAI 128 TOTAL UNDER ROOF S.F. 2642 TOTAL WIDTH TOTAL LENGTH 68'41 DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.CR - 6TH EDITION (2011). NOTE: ANY DIMEN5IONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F,B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: 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 LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 112 INCH (12,1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C,R - 6TH EDITION (2011) R30219 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R10311 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO6ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 116 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103.12 AND ASTM C 1126, PER FB.CR 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-V2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92b. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER FB.C.R 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM 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 THAN 100 5F. FOR HORIZONTAL APPLICATIONS. P15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 4411 ABOVE 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 CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE5I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4: WINDOW 1N5TALLATION: 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RE5PON515LE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 1 3/611 IN THICKNESS, SOLID CORE (S.C.)OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/811 THICK, OR 20 MINUTE FIRE RATED DOORS, FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT SHINGLES (IF APPLICABLE) 1, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5219 AND R90521b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 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 LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D b15115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER R13LR - 6TH EDITION (2011) RW633 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR ASTM D IS10 OR A61M D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/IRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAep 15 DETERMINED IN ACCORDANCE WITH SECTION R3012J3 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3411 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-01' HIGHER THAN THE ROOF OR RIDGE THAT 1510'-011 AWAY OR CLOSER TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND (WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL 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 FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG 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 PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 50FFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM$ SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 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 BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SY5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI5ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO AflDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. ``%%jI l l jri/'�� REV.12-31-2011 • i "'lolls I x m w C U too 0 0 JT NNI h 0 0 0 rn Lm g-.IM � °�• L 00 �� h �_0 ... o C o E u. r C4 L 7 o iC 40 h 0-2 Zry iomwlwomw•w•nw• ww••I • JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED wwrrr.wrw. III u VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704,4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1, MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I NAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Vl on Co �e uj O Z 00 O z UO LPL M Q IoC O N pC N N J u DAVIS BEWS DESIGN GROVP 1S0 STATE ST-REET EAST OLDSMAIL, FLORIDA 34677 813.92.5.1300 TEL $13.925.1800 FAX W W W.bAVLSH�VS.C:AM `T'AMI'A • DEIVVER. �-� EST. 1994 - ...w.lw.rwinrll ��.11111.••111•ww 1989 • TITLE • COVER SHEET GENERAL NOTEScov • SHEET • i 3/AI-/All 16'-/All JVVJJ IU I'-4" 13'-4" I'•411 `CONT.(TYP. AT LANAI) I© ,r - F I -" Sll Qll G.C. VERIFY V ACRYLIC all SR ON LANAI F_ 31.61164' A/C co 61 co R I II 1- R 411 P.V.C. I- ll 10 2 2 2 PAL) (SEE MECH. CONTRACTOR 3/4" P.V.C. I ° CONDENSATION FOR LOC.) ELEVATION II (40-4 DRAIN BY PLUMBER 1 I/2" RECE55 FOR SGD. ■ ■ ■ ■ ■ ■ ■ b- J2-5TORY:� ( FOOTING (TYP.) I ■ ■ 20" H. x 20" W. CONC. MONO-FTG. W/ 3 - 05 CONT, REBARS PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER. M "v BOTT, OF FIG. SHALL BE 1211 MIN. ■ I BELOW GRADE Q iD ■ N �9 51k. 54 I3'-611 111-21' `N r/A u� aN co • 16" W.xl2" PEEP FIG. n; � '�I M l I �C _ Q ■ J ELEVATION AT 04" 8" THICKENED EDGE (ASSUMED) — -` FOR SHOWER RECE55 P�As W/ I NO.5 BAR CONT. 3.5" THICK, 2500 OR TILEAVALVE _ 3000 P.5.1. CONCRETE SEAT `r SLAB ON GRADE W/ 6x6 WIAxWI.4 MESH ABV. OR FIBER MESH OVER ( 6 MIL. VAPOR ■ ELEVATION ■ I BARRIER ON CLEAN, WELL - COMPACTED, / u, _ 0% = = T x — — — — TERMITE TREATED, VA 2x6 1 r 1 WALLI (-) 0'-31/2"S) GRANULAR FILL. OPT. I I OPT. I WAS ER I �DRYE J Nco I \ AIR HANDLE LINE5 FROM I ��� J \ - SINK —I— \ Q B _ UPPER FL00 ■ W/ DISP Q� I � 51 a � !�y � ■ 4'-6" 4'-51' PROVIDE WATER `9 LINE FOR ICE MAKER / /> 16" Wxl6" D. 4(/ \ FTG. W/ 2 05 CONT. - ■ 3/4" RECE55 ■ G� > FOR ENTRY DR mil C TO L OF REF. � I I F=3 s„ ■ ■ ■ ■ `� ELEVATION `-- Go 'QQ- 811 Wx12" u� "' SI ■ v I� u 50 GAL. W.N. `_' Y 51 DEEPyyF��TG. i ( ^� v 8 9 0 W/ I - S CONT, i I II 3 -51/2 0 2 9 I/2 I II 2 1 1 II 2 8 II 1 II 8 31.811 5 -0 r ■ i ELEVATION 11 PAVERS l) 0'-411 1s �- c" % I i Imo-- I ■ F2 1=2 ■ D_ I i N I I I 811811 FTG. W/ e ; I - 15 CONT. G.J._ GJ. (TYP. AT _ -�--------- -------i---------- ---------------�- ENTRY) 1-5TORY FOOTING (TYP.)ZIP p i 20" H. x 16" W. CONC. �o Sl i MONO-FTG. W/ 2 - 05 (' * i CONT. REBAR5 i PROVIDE 25" MIN, i LAP WHERE SPLICED ■ ■ AND WIRE TOGETHER. ELEVATION i BOTT. OF FTG. SHALL BE 12" MIN, BELOW GRADE 11/211 RECE55 FOR GAR. DR. d, ■ ■ Al ♦ NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES, (VERIFY LOCATION OF ALL GAS APPLIANCE5 ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) AA PAVER DRIVE / LEAD WALK 35E 21.8" L 16 2'-811 I. I'-811 I. 5'-411 I. 1'-81' TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * G.C. VERIFY THAT7DECORAIN 15 INSTALLEDATS BETWEEN WALKWARAGE * * * * * 11 � � ' ♦a�`��I111* ♦ •• oroa � Q eco co 0 Z • �� J♦/•�/'• • c . cy 11181111 ■ INDICATE5I'S ♦ INDICATES 2 05 FOOTING LEGEND: 1 1211 DEEP x2411x24" CONC. FOOTING Wl (3) S BARS EACH WAY, 1=2 12" DEEP 60"60" CONC. FOOTING W/ (3) 05 BARS EACH WAY, G16" DEEP 60"6011 CONC. FOOTING W/ (3) 05 5AR5 EACH WAY, THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 200E-P5F (R401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.A.VD. (NORTH AMERICAN VERTICAL DATUM)MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN, ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN. �c x C J too 0 ►. _jdo m V+ am •>JM L. L aNU. 0 ro� 6 0 CO 3:IIIIIE ILt_0 to L—m r 0(0 r, .�d ocoo Z z 2 It lrrrrllwnrwll�m�mrlr • JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST ALUSMAR, F1.ORJDA 34677 E313.925.13Q0 TEL, 813.925. 180E FAX W W W.DAVLSBEWS.COM TAMPA • D1:7VVER. EST.1994 �- ~�.�-� 6 A1111 VOR EX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (A Ir. O 41- 0 Cz Z L O Z O 0 N p� hl 0 OQ 989 , • TITLE • SLAB INTERFACE PLAN • SHEET • SCALE: 114" - I'-011 GARAGE LEFT 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-20 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 6IMP50N L5C HANGER. • A WALL SHALL BE ATTACHE: STRINGERSATMA550NRY/CONRC. of WITH 1/ " D1A x 3PPORTEDTAPCONN6Y AT 8" O.C. STAGGERED ALONGpHE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). of AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 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 CONC.). ATTACH FOOT TO FLOOR: •• AT CONC. W/ 1/4" DIA. x 3" TAPGON5 AT 12" O.G, •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 6" 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: •• J015T5 TO BE 26 02 5YP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 26 WITH: off (4) 0.131 x 31/2" NAILS AT EACH PA56ING STUD AT WOOD ATTACHMENT Ib" O.C. MAX. too 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •o ATTACH J015T5 TO LEDGERS OR BEAMS WITH 5IMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. 51.155TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * STAIR NOTE5: IRA L ING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY6 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05TS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R301B PER F.B.C.R. - 6TH EDITION (2011). * * * * * * 42" H. —RAILING FLOOR ° BEAM SYSTEM 011P G I" NOSING (TYPJ 2x TREADS AND Ix RISERS (TYP:) 36" H. CONTINUOUS GRASPABLE 3/4" PLYWD. RAILING --\ nFrX1N(1— BEAM 10,0011 (TYP:) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - I'-011 FLOOR SYSTEM LINE OF DOOR IN FOREGROUND UNDER-5TAIIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER FB.C.R - 6TH EDITION (2011) R302.1 AND R302.11 OPT, SHIM A5 AIR SWITCH r REQID. FOR DISP. I .. II-0" 1" CASING 2x STUDS (PER 5TD PLAN) BASE CABINET 1/16" O.S.B• BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 1411 TOM. BOTTOM OF LINTEL T.O.M. 9'-411 AT 8'-0" AFF. 91.411 REFER A.F.F. AFF FOR MAIN FLOOR SHEET 2A2 ■ ■ ---------------- PLAN DIMENSIONS I BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL O �AT V-0" AFF. 16'-0"x8'-0" AT 84" AFF. 9'-4" PLT. HT. I I 131 611x3' 6" A/C PAD (SEE MECH. G.C. VERIFY ACRYLIC I CONTRACTOR T.OM. I 3 26 5H. I I FOR LOC.) ON LANAI 9' 411 I HD. AT V-0" LT * EGRE55 ■ ■ o°°o°°o '-o,o,.00,.00°o,A,.o ,. 000°000 S-06-0 TEMP. S.G.D. 00 � 2-8x6-8 2 STORY 8 8 —,�� H.B. 00 �- CLG. GLG. 00 /2.5TORY TRU55 MANUF.:TRAY GLG. IN OWNER'S SUITE IS DOWN -FRAMED VOLUME 7 NOTE: OWNER'S SUITE AT VOLUME CEILING oo HATCHING INDICATES DOUBLE 13'-10"xl2'-10" K.O. BLOCK COURSE W/ (2) 5 GATHERING ROOM 9'-4" TRAY CLG. IN EACH 14'-6"xl6'-0" ■ o� 2-STORY VOLUME 00 9'-4" FLAT CLG. o° W/ OPT. GAME ROOM C o° L9'41' FLAT GLG 54 00 (AT VOLUME oo Q 64' FLAT CLG. ARCH FROM CEILING) o 181.011 TO 8'-8" o � u 00 `n � — ■ o `� 2-8x6-8 OWNER'S BEARING WALL BATH °O cv u 0 9'-411 }-- o y G.J. ■ " -' 2-4xb-8 n, q 51 W.G. � I CLG. � � • DINING ROOM 14 -6' x10 -0' BEARING I IS H. TILE m 9'-4" FLAT CLG, WALL I I OPENING VALVE SEAT TEMP. W W I TO UNDER � ON 42 HH.. LOW WALL 0 42" UPPER 4I STAIRS CABINETS I TILE 3b" H. STAIR DATA: B SHOWER ■ COUNTERTOP KNEE 18 RISERS AT 51 HANSEN x DRYER (SEE DETAIL) WALL 1.36" EACH I BOX VENT 10.0011 TREADS — — 15H. 1 WASHER DRYER 36 H. p Q x L__JL__J — — — — — \ RAILING "' ' AIR HANDLER LAUN, 1 OO \\ LINES FROM 9'-4" CLG. SINK / I—\\ UPPER FLOOR "ON-Q" (3I W/ DI5P 0/i I a' 2 8x6 .8 PANEL CLG, 8° SOFFIT 2-8x6-8 ABOVE 0� g LINE OF SECOND \ ARCH FROM KITCHEN FLOOR ABV. \ V-011 TO V-811 91_411 I SAD. 9 -4 FLAT CLG. GLG• / \� BARREL ARCH \ _ _ ' / V• r FROM 8'-O" F- g1-411 �\ _ ■ o i/ o� \ �o 81.811 CLG. \ a BATH I ILHALF O ■ r/� ♦ O FLUSH FRAME WALLSTE M LINE OF SECOND 8 TO FURRING 0 FLOOR ABV, INSULATE J 50 GAL 51 uj W.H. WALLS 51 PORCH I `-� j NOTE: 2x8 WALL 9'-4" PLT. HT. ■ 1 - -" "` ALL INTERIOR PAYERS ANGLED WALLS I L--- =-J ARE AT45'(UN.O.) ■ _------ 54"x22" ATTIC ACCESS ■ ■ I ■ ■ ■ HEADER SEE T.O.M. 2 CAR GARAGE ELEVATION A� 20'-0"x2o'-O" T.OM. 9'-4" PLT. HT. 91-411 AFF. ac r- OF GARAGE DOOR IN OPEN POSITION— — — — — — — — — — � ■ -- -- — I N REFER TO SHEET 2A2 ■ I SI i ■ FOR MAIN FLOOR (TYP•) \ ( PLAN DIMENSIONS N.B. o I \ u; I6-Ox1.0 O.H, GARAGE DOOR (y Al 0 T.O.M. g1.411 PAVER DRIVE / LEAD WALK AFF. AA 35E TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2 111 37 5311 U0 WINDOW CALL -OUTS 2611 12 5H 1/2 32 5H 22 5H 32 5H W _ 3911 (? 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H Z 72" 16 5H 1/2 36 5H 26 5H 36 5H s G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, uj uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. 0 Z • REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5E1) (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY E50APE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 6TH EDITION (2011). L-OOR STRUCTURAL LEGEND 8" K0, BLOCK FILLED W/(U 05 BAR OVER 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/lU 05 BAR. FIA 8" K.O. BLOCK FILLED W/(U 05 BAR CONT• OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W10) S BAR, GROUTED SOLID. 8" PRE-ENGINEERED CONCRETE LINTEL 15 FILLED WKI) BAR. 1111 O3 - 8" LINTELS SHALL BE FILLED, BELOW 6" KO. BLOCK FILLED AND REINFORCED W/(I) 05 BAR. ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. PROVIDE (3) 2x6 5TUD5 W/ (1)51MP50N HTT4 CONNECTORS AT BASE. - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" OSB FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 6IMP50N L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. PROVIDE (3) 2x8 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. US - PROVIDE (3) 2XIO o2 6YP BEAM PER TYP. DETAILS "J/52" AND "Q/53" STRUCTURAL NOTES ALL LVL'S TO BE Fb=295O P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 1`2 5YP 2X8 U.N.O. • ALL EXTERIOR WALLS To BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA I fill/ ``� �• �,.....°•� 3�� err a LLO ty .+ r () z C7 oo�1,"fill o► e %� l / O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE, INTERIOR (COLOR PER C55) FLAT LATEX A li, lJ KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT 0INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMI GLOSS TRAY CEILING SECTION SCALE: 1/2 1'-O" TRU55E5 II \V1A{.I"I I I VI Y ATTIC ACCESS DETAIL SCALE: 1/2" - I'-011 NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 105 ♦ INDICATES 215 HATCHING LEGEND INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE LEFT x 2 U �L N p J NI N ON�M ■` , r J . M COIL ap o� 0 I r0C4 to o�roti 4 Zv • JOB NUMBER 280002 • CAD FILE NAME LOT 222 ISSUED 04-09--18 REVISED y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAk FLORIDA 34677 813.925.1300 TEL 813, 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVE k EST.19" iii 111 VOR'T,EX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 2803S PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HERERY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, ANeFIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY vI 0 W i■ 0 0 �z 0 UO rvo ce �- 0 N DC 0 N J 0< ou I•Ie�er011�wlll� • TITLE • MAIN FLOOR PLAN NOTES • SHEET14, 2A1 • F-1 II 60 16'-0" 14'-0" 10 ra. $11 $11 LANAI to I I _ co s, 4'-011 8'-2" M.O. 5'-101, I 124" I L____ GATHERING OWNER'S SUITE ROOM 2'-0" I N ■ fTYP.) ■ I I II 15-2I I II 7-2III 2 8 5.0I II ■ —OWNER'S Cv �, BATH 3' 611 2'-10" 2'-b" 61.011 411 CCJJ ■ = M ezo I N O DINING ROOM I I = iI IKU/ e 11.811 11611 I 5'-4" 6'-0" 31-611 cv ■ I 3'-6" 6'-0" LAUN, �a _I_ O KITCHEN ell O 5'-lollHALF — �/BATH I _ � p 71_SK 61-3R 2'-PI 31_411 31_QII 51_011 ■�-�_ PORCH i ■ 2 CAR GARAGE ,----- ---------- -----, ■ I I ■ . ■ 16'-0" M.O. 2'-8" 2'-811 1'-811 5'-411 I'-8" 211-411 30'-011 WER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE�LEFf X w ~ O 0 J co 2N`,co �• o;JM 66 �i. `� ° h 0 0 � �Jo �■■ o 0 C o at_�, _ �}iN o.�lp QyCC�h Z r G 01 • JOB NUM8ER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED rD DAVIS BEWS DESIGN GROVP ISO STATE STREET EAST OLDSMAR,FWMA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWSZOM TAMPA • nE14VER.. EST.1994 �-� �f1 111 VORT,EX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE. PREENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (n .. W O 0 Cz m 0 1� O Invo = a� 0 N aC N N 0 J Q Q LL. ou irn.r�l 1989 • TI TLE • MAIN FLOOR FLAN DIMENSIONS 2A2 ------------- I I 2 - \T-8" 2x 2x4 i 3050 5N. HD. FRAME FRA� HD. AT 1'-&" 3050 5H. ABWALL WALL * EGRE55 HD. AT T-8" i l FLUSH FRAME TO FURRING BELOWX BEDROOM 2 11 10 xl0'-4 9'-0" FLAT CLG. g FLUSH FRAME OPEN TO TO FURRING BELOW Kv BELOW 7 /f O � —3611x2211 -1 M CLG, I AccE55 I BATH 2 gl-A111 A— 1- 9'_/All CLG 12, a rus/ SHOWER :ld 4211 H. 2-Sx6-8 RAILING LOUVER DR. LOFT r — — — PROVIDE 14'-10"xl0'-6" I I PAN AND DRAIN 9'-0" FLAT CLG. I UNDER A.N.U. 24" H. METAL A/C 5`� Zo G STAND c ! 4211 H. TUBi a RAILING SHOWER N S BATH 3 2 6x6 8 91-011 GLG. 0 Q� w 9 011 a 11 BEDROOM 3 cLG. CPT. TILE 11'-O"xl l'-2" 2 4x6 8 9'-0" FLAT CLG. 2434 R.N. TEMP. F.G. 9411 I R/5 HD, AT T-811 2-4x6-8 GLG. ------I El CHASE 3050 5H. HD, AT 11_QII / I I I I I I I I I I REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN510N5 v---------- A — — — — — — — — — — — — — — — — — 36E TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 48° WINDOW CALL -OUTS 2011 u,2 1818 F.G. 2015 F.G. 3018 F.G. 4018 F.G. uLi = 24" 620 F.G. 2020 F.G. 3020 F.G. 4020 F.G. `jr J O 36" 1830 5H 2O30 5H 3030 5H 4030 5H z 48" 0 1840 5H 2O40 5H 3040 5H 4040 5H H Z 6011 �s 650 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 SH 3060 5H 4060 5H G.C. VERIFY MASONRY OPENINGS FOR ALL WINDOWS, L W WINDOW 5125 AND INSTALLATION MAY VARY PER O MANUFACTURE SPECIFICATIONS. z 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE DUNG-5H, CASEMENT- C5MT, OR FIXED GLA55- F.G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C,R - 6TH EDITION (2011). UPPER FLOOR STRUCTURAL. L.ECxEND ®- PROVIDE (3) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 0 - PROVIDE (3) 2x8 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 10 - PROVIDE 2-PLY OF x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 6IMP50N M5TA30 STRAPS. II - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. MENEM STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) "2 5YP 2X8 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION %�Cc 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 05 THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R, - 6TH EDITION (2011) R3122 TRU55E5 n Tvul.n I I4/I � ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-0" #*jf co 0 .. �'-• w o f� • lv s��'bdl 1111 UPPER FLOOR PLAN NOTES GARAGE x C U moo. to 0 J 0) M .2 8 L >_ =.JM �. L LL ° m • 0 ro =n� �JV 1`O SwF ro C EO I 1 li-r_0 �tco 0 m �� tOti zr�° • JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED 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 • DEIVVER a EST. 1994 F­ 111 111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 '3 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL BTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Y) WIN \W .r�.r O 0 rv"z ca 0 a� _� I- 0 1 N p� N 0 N J 0 Q r�rnrnl 1989 TITLE • UPPER FLOOR PLAN NOTES • SHEET2B1 • `��11011111`/ cry Z Lu .. . � 0Z 0- .� .. ''''"fill/1 1 %%*. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT x cc LO r0 J �0 0 NI 0 Oct .Ul Q N j M 66 �• 0 ro�a0 _E o�Co �Y_W o_m U) 0r • JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TE1_, 813.925.1800 FAX W W W DAVISBEW&COM TAMPA • I7BI, V ­­_9 EST. 1994 1, �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 11 04.4842 CIA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETER MINEANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O uj O O ire 0 ■ V ae 0 ae 0 0 N oC N N J iOIIIO_ >' d Q J 1989 , • TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS © ATTIC AREA =128 SQ. FT. / 300 = 0,43 SQ. FT, X 144 = 61 SQ, IN. - - - _ - - - - - /4:12 HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 y6o HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN.NTIACTUAL SOFFIT VELATION232.8 SQ. IN. 4:12 I I ------ -_-__� t ------1-------_--.-------- �~ 1 MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I ATTIC AREA =1126 SQ. FT. / 300 = 3.75 SQ. FT. OFF RIDGE 1 X 144 = 540 SQ. IN, VENT (TYP.) HALF AT UPPER 2/3 ROOF VENTS = 270.24 SQ, IN. 1 i # UPPER 2/3 ROOF VENTS REQUIRED = 2 I I HALF AT LOW SOFFIT / EAVE VENTS = 270.24 SQ, IN. ACTUAL SOFFIT VENTILATION = 629 SQ. IN. 6:12 6:12 i VENT CA CULA71ONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT I * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT IF MORE SOFFIT INTAKE VENTING IS REQUIRED y� 1 REFER TO SHEET "RVD" FOR BOTH TILE AND j I SHINGLE ROOF APPLICATIONS. _ G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS 6�12 LA4���r i OF* FREE AREA PER VENT. * I S1 1 - - - - - - - - - - - - - - �. I 1 I TYP. ----------------------- —► 1 OVERHANG I AT HIP y ti� i (UN.O.) I 6:12 6:12 i- i I I Ll KNEE I WALL GARAGE ROOF VENT REQUIREMENTS 4e ti� VENTILATION CALCULATIONS ATTIC AREA = 557 SQ. FT. / 300 =1,86 SQ. FT. X 144 = 267 SQ. IN. 1 1 I I HALF AT UPPER 2/3 ROOF VENTS=133.68 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 _ HALF AT LOW SOFFIT / EAVE VENTS=133.68 SQ. IN. ACTUAL SOFFIT VENTILATION = 423.6 SQ. IN. I PLT. HT. - - — SHINGLE ROOF 412 5ECONp FF. LINE TTO.M._ IN /5TUCCO FINISH 7 ZTEXTURED FINISH 7 � �l MAIN F.F. LINE ROOF PLAN, SCALE: 1/6" = I'-0" WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R 6TH EDITION (2011) R3122 I 95 a_ 1112" THICK SAND FIN15P KEYSTONE (IF APPLICABLE) RAISED SAND FIN15P �- TEXTURED BANDING NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (MERE APPLICABLE) IF THICKNESS 15 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.CR - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 6TH EDITION (2011) R103,.12 ANDyyASTM C 926. yy TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" --12 6 12 12 SHINGLE 12 6 a6 ROOF a6 RDOFLE PLT. HT. _ PLT. HT. n? * 12 a, 8° /SINGLE Q6 SECOND F.F. LINE ROOF SECOND FF. LINE T.O.M. cA /TEXTURED d FINISH 7 MATCH C" D16TANCE AT FRONT _ _ _ MAIN F.F. LINE _ _ _ _ _ _MAIN FF. ALINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8` - I'-0" e SECOND FF. LINE ' T.D.M. �r TEXTURED FINISH N c� 1THT._ zSTUCCO * FIN15H 7 F.G. F.G. T SHINGLE 12 12 ROOF SECOND F.F. LINE _ T.O.M. _ TEXTURED FIN15H TEMP. MAIN F.F. LINE _ _ _ MAIN F.F, LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 115" = 1411 F >t a�/2.6TORY SECTION AA SCALE: 1/5" - 1411 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - I'-0" 6� I�0 GIRDER ROOF TRUSSES TRUSS AT 24" O.0r 12 6 SHINGLE 6� L-5HINGLE ROOF ROOF PLT, HT. STUCCO 2 FIN16H TEMP. ,,// STUCCO 6 12 6 12 SHINGLE 8 FIN15H SECOND FF. LINE `SHINGLE � ROOF — - - ROOF P T. HT. /7 ZTEXTUREp TEXTURED MATCH FINIS FINI5H7 DISTANCE TEMP. fir' AT FRONT MAIN F.F. LINE _ GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" = 1411 2 CAR GARAGE co LL :uj e .�C.. • m► b cy 00 _ PLT. HT. e SHINGLE ROOF 12 ROOF _SECOND FF. LINE T, O.M. _ co — MAIN FF. LINE X 0 w C U r0 o �0) do N' o) i. > JM L. 13(j) IL J T O 00 0 0 C O ILL�p� t0 (CO, �� roti 0 ,- o f+ z��� JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 11 REVISED DAMS BEWS DESIGN GROW ISO STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • nEr,4 E EST. 1994 11 Ili In VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY U) mmm C q- u 1141*/ O rypoz m O z O �- o N p� N 0 N J p < r • 1989 • TI TLE • FRONT ELEVATION DETAILS SHEET • TRADITIONAL ELEVATION "B" GARAGE LEFT 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 OF MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN ANG SILL PLATE SEE NOTE #27y -� WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 3" -1" BEAD OF � CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I I EXTERIOR FINISH WATER PROOF CAULKING I PER BUILDER - 7 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wFgry� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST �POl e�R �J WEATHER RESISTIVE BARRIER 900 Pll SILL PLATE (SEE DETAIL B O O FOR OPTIONS) so 0P� CORNER PATCH FLASHING v NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER , / r EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 177­ (ASSEMBLED WINDOW) LASHING- 2 1 FLASHING � 2 / FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" m 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS ■ J SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x 2 r. 0 .j 0 0 j ; ''AA Y� 0U,(�m •_ 0 T ` >>,ja L 60�" 0 0 'p> n 0`;�00 y E -x_o) �:�_j 60 T zN2ol .r.....r_r� JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REWSED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 3*77 813. 925.1300 T -L 813.925.1800 FAX W W W.DAVLSBEWS.COM TANIP'A • i7>✓NVER EST. 1994 - ■_rrrrrrmnrw irrr_rrnrro�rirrrrrr • TI TLE • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W,S, SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" /A OUTSIDE OF FLALASHI � 6" j DIVERTER FLASHING Mays DRIP EDGE FASCIA / SELF -ADHERED ° FLASHING NAILING FLANGE CONT. GALV. "L" FLASHING PER TEXTURED, PAIl" - MANUFACTURES EXTER. WALL FI SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FLASHING W/ T, :.:: }., ;J::,•J,;)?? CONT. GALV. "L FLASHING PER ;',•`y;;::>.' ,,,.,':;..r MANUFACTURE' •l �:.:✓.: J.iJ ;:1 �;�Ju,.•. :fir su,:;;,:;,;;. ,•,,,,,.,,.,,; � / SPECIFICATION; OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. `r PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER 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) �— DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUUBBFLLOODOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0,6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN, BUILDING PAPER WIRE LATH SELF-ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, z �' (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) \ QD SELF -ADHERED FLASHING '` h SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE o,` ROOF ' ` d r" `r :::::: FLASHING �: ,i t , . .. .L ti d �.` a °j,^-,'" . .. . . CAULKING �°s'° � ' YI :•;: • •�'�;:'`; \\\\ J VJy; �•J• V J J� J:• FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING �— g TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT — —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT RING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT RGGF GEG� METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT q�✓o, <FS ROOF EAVES T7� VC -1, S,Sq ooF o�cK Q vNo�R4rwol TYPICAL ROOF TO WALL FLASHING DETAILAl o o 2N �g'C Go �. RAKE METAL DRIP EDGE � "— LINE VALLEY BY CENTERING 36" WIDE TO BE OVER UNDERLAYMENT AT 14" ? EAVES 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 y► RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM i VALLEY CENTERLINE REMOVE —' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 00 I CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. — 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAI NTAI N BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI i *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S,B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH ADHERED FLASHING FLASHING DETAILS x C Lo 0 '` O o to 0 _jMI.F) ��pp Y/ M .2 Ws i. ">>-IM Ball' • 00 ari a CO w� L._j p E ad 0) t (D &.g ro� 4j Za°a ` 108 NUMBER 27002, 000 • CAD FILE NAME FL ISSUED 01-05-18 REWSED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS COM TA VWA • DEr4VM EST.1994 • TI TLE • FLASHING DETAILS • SHEET • COACH LIGHT COACH ,_�LIGHT F __l I W.P. A/C L GP.L DISCo� HORIZ MAKE-UP LIGHTS EL CTfRICAL < �r j DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ow.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN 4— TRACK LIGHT FLUORESCENT LIGHT FIXTURE g EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) 4 PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) /> ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTER$ IGP.IJ AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERW18E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHT$ ABOVE FINISHED FLOOR. SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE..14" (UNLESS ABv COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DET ,CT0R5. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, $UNROOMS, RECREATION ROOM$, CLOSETS, HALLWAYS, UTILITY ROOM$ AND SIMILAR AREA$ WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLE$ PER N.E.C. 2014 406.12 AND 406.13 5, ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GP.C.I. PROTECTED (GF.P. 6. IT 1$ THE RE$PON$I5ILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 1$ IN FULL COMPLIANCE WITH NP,PA.10, N.E.C. 2014, F.B.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARD$, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BULLING 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 $HALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN SUCH WIRING 1$ SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU, CABLE MAIN DISCONNECT METER A/C DISC. COM50 - SQUARE D TYI'. 014 AND 012 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL MO COPPER TO WATER HEATER UNDERGROUND 06 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIAL$ AND INSTALLATION$ SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY, MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT4A x ro w U ro J 2co N ,^ L/ oI L L U' • 0 0 ro= h t N Zr�� �nrrrrrwrrrr•mr,r�rrrr.r JOB NUMBER 28002 CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED BEWS DAVISDnv� s B Ews DESIGN GROVP 150 STATE STREET EAST' OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVI5BEWS.COM TAMI"A • DENVER. -�� EST. 1994 F-�-�-- rr�rrnrrrrminnori��u 1989 0 riTLE • MAIN FLOOR ELECTRICAL PLAN vI rrrturrrrrrrrrruurwr•rirw�wr� • SHEET • GC. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED LFECTfRICAL <K-" DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER w.a. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THINE -WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RF-CE86ED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE g EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEV16ION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER imm ELECTRIC PANEL —« J DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c �RIz. ROUGH -IN FOR OPT. CEILING FAN � KE-UP \, iHTS c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ It, J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.D AS INDICATED ON PLANS OR A8 ITEM N0.4 AND 5 BELOW INDICATES. 1. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION..14" 3. ALL SMOKE DETECTORS $HALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND $HALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR$. 4, ALL 15A AND 20A RECEPTACLE$ IN KITCHENS, SLEEPING ROOMS, FAMILY ROOM$, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, $UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ $HALL BE GFC.I. PROTECTED (GRI). 6. IT 18 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 18 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A 1`0$$IL-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. ALARM$ $HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION $MOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGELEFf • • h Ih x m w it 0 0 o 0 J h� 0 2 cMM m co L L ° M LL L 00 m . ro�7� D J V Q •••E o � C 0 LL c 06 � i 0 M �� pro' ti zr�v wwrrnim•rr�unww • JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04-09-18 REVISED 01 jo 1989 0 r BEWS DAVISD1�VIS BEWS DESIGN GAOVP DESIGN GROVP Aso srn� srrt�:r ensr 150 STATE STREET EAST o�ns`ugaowon �sn OLCASMAR, FLORIDA 34b77 al3 . 92S . 1300 TEl. 813. 925. 1300 TEL H13. 915.1800 FAX 813.925.1800 FAX W W WDAV65BEWSCOM W W W.DAVLSBEWS.COM TAMPA •DENVER. TAMPA • DENVER � EST. 1994 rwa- EST. 1994 • TITLE • UPPER FLOOR ELECTRICAL PLAN4B rwnrnrrrnrrMuwrr�r� • SHEET • I FLOOR TRUSSES l ROOF TRUSSES FRAMING FASTENER CAPACITY LEGEND T 5IMP50N MT5%, 20 - (1)10d w/ (4)1/4" x 2 1/4" TITEN (TYP. I I 5IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)10d FRAME TO MA50NRY) EMBED A.B. INTO MA50NRY K.O. BLOCK 12" )MIN) 5ET BOLTS IN O2 5IMP50N METAI8-40 - (8)10d x I-I/2" (TYP. FRAME TO MASONRY) 5IMP50N SET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) @ 5IMP50N N10A - (I8)10d X 11/2" (TYP. 5YP FRAME) 0 5IMP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 I/4" TITEN (TYP. FRAME TO MASONRY) 13 5IMP50N MT612 - (14)10d 1 1/211 (TYP. 5YP FRAME TO FRAME ® 5IMP50N LTT205 - (10)-10d + 1/2" x 10'' A.13(TYP. FRAME TO ALL-AROUND) MA5/FRM ALL-AROUND) 14 5IMP50N L5TA16 - (14)10d (TYP. FRAME TO FRAME) O 5IMP50N HETA20 - (9)-10d x 11/2" (TYP. SYP FRAME TO MA50NRY ALL-AROUND) I 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO ® 5IMP50N NTT4 - (U 5/8" dia. A.B. + IS-16d BOLT IN 5IMP50N 5ET FRAME ALL-AROUND) EPDXY, EMBED A.B. 5" (MIN.) INTO CONCRETE (TYP. SYP FRAME I� 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) To CONCRETE) 5IMP50N NTT4 - (1) 5/5" DIA, ATR + (15)161). EMBED A.B, INTO I� (2) 6IMP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO MASONRY K.O. BLOCK 6" (MIN) INTO MA50NRY K.O. BLOCK WITH FRAME) SIMP50N 5ET EPDXY. (TYP. 5YP FRAME TO MA50NRY) 18 (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME ® 51MP5ON NTT4 - (1) 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO TO FRAME) MASONRY K.O, BLOCK 12" (MIN) INTO MA50NRY K.O. BLOCK WITH 19 5IMP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 5IMP50N 5ET-XP EPDXY, (TYP. 5YP FRAME TO MASONRY) O 5IMP50N MGT - (1) 5/0 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) 2� (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5,Y.P. FRAME INTO MA50NRY K.O. BLOCK WITH 5IMP50N 5ET-XP EPDXY. (TYP TO FRAME) 2-PLY TRU55 HEEL TO MASONRY) 21 (4) 5IMP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP. 5YP FRAME 5IMP50N LGT3.5D5 25 (12)1/4'1 x 3" 5D5 AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1 (TYP. 22 5EE GABLE END DETAIL - ENGINEER DETAIL PAGES FOR 3-PLY TRU55 HEEL MASONRY) ® 5IMP50N M5TAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1.10d 23 5EE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME 5IMP50N HTT5KT - (1) 5/8" DIA, A.B.+ 26-5D 10" x 2 112" BOLT IN 24 5IMP50N HT51`116 - (0)10d x 11/2" w/ (4)1/4" x 2 1/4" TITEN 2 (TYP. 5YP 5IMP50N 5ET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N I.15TCM40 Ill/ (14)-16d 51NKER5 AND (10)1/4" x 2 1/4" TITEN 2 I� 51MP6ON HGT-2 (2 ply member)-(2) 3/4" DIA. A.B. + 16-10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) 5ET BOLT5 IN 5IMP50N 2� 5IMP50N M5TCM60 W/ (20)-16d 5INKER5 AND (14)1/4" x 2 1/4" TITEN 2 5ET-XP EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) 5CREW5 NOTE5: I. TRU55E5 ARE 5HOON A5 PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE U5ED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2, CAPACITIE5 ARE A5 PER 51MP60N STRONG -TIE CATALOG (C-C-2011), AND ARE PROVIDED FOR REFERENCE, 5EE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROPE55IONAL ENGINEER. TRU55 DESIGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTNERU E: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EAG Rom) Ill/ (5)1Od X 1-1/2" (UN.O.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. MAX.) W/ (9)10d x 1-112" (ss6EE STRUCTURAL 5HEET5 FOR ADDITIONAL STRAPPING REQUIREDFO (U.N.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 5IMP50N HIOA W/ (15)10d x 1-112" OR 5IMP50N HT520 W/ (24)10d x 1.1/2" (TYP. FRAME TO FRAME ALL-AROUND (U.N.O.) 4. AT SECOND FLOOR FRAME To FIR5T FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY NTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S 5PECIFICATION5 FOR FULL CAPACITY Sf=EGIFIG,ATION FOR LED(3ER& (THE FOLLOWING SHALL APPLY UN-0d LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 1211 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 TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W1 (3) 0.131'' x 3-1/2'' R.S. NAILS AT EA. STUD (IG " D.G, MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL, A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/0" DIA. x 8" A.B.AT 12" O.C. STAGGERED U1/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W1 (4) 6IMP50N 51)525600 SCREWS AT EA. STUD (16'' O.C. MAX.) W1 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, LEDGER E (LE) - (2) 2x12 PT W1 5/0" DIA, x S" A.B. AT 12" O.C. STAGGERED W/ 5IMP50N H4 MIN. OR EQUAL AT TOP CHORD BEARING OR 5IMP50N HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRU65 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W1 5/0" DIA. x S" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL, A TRU55 615TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) 51MP60N 6D525600 5CREW6 AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS COR D, HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY. U.N.O ```��►ttttior�r�� ' do •+ o. g '� e • y STA of . 4 Q TRADITIONAL ELEVATION B WTI TRUSS STRAPPING PLANS GARAGE LEFT q&AL— x ro �r it J r � 0 O -i N- N� 0000) L. ? �JM 0 0 ro = h J T 1 O E0o� I�r_ c 0*'m ° . '{ � �+ zG_2d' • JOB NUMBER 28002 • CAD FILE NAME LOT 222 ISSUED 04--09-18 REVISED 1989., BEWS DESIGN GROVP 150 STATE STREET EAST OLDS7IMR, h1.ORlDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVCSBEWS.COM TAMPA • I7E'NVER. EST. 1994 rll,62 ruoll iiliel VORTEX ENGINEERING, I.I.C.607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 PAUL D. IUDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF I HE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONSAND RESERVES THE RIGHT TO MAKE ANY CHANG ES AFTER TRUSS LOAD INFORMATION IS SU PPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V) .. C) 141- uj 0 0 cZ T W O 0� T 0 0 N N 1 • DAVIS • TI TLE • TRUSS STRAPPING PLANTR GENERAL NOTES: CEILING COMPONENTS AT ENTRY e LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUGGO OVER 1/16" 065 AND ATTAGHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5GHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER, TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION5 FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES 5PEGIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RE51PON51BILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 8 AS SUCH, 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HA5 NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'S COMPONENTS 6 TH15 TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN 5U5MITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DE51GNEp USING THE M05T RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING M05T REGENT 5C51 RECOMMENDATIONS. TEMPORARY 8 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS TRU55O TRU55 CONRNECTORS ALL COMPONENTNT S TOOEF9. E DESIGNED OR BOTH GRAVIY. TRU55 TY ENGINEER UPLIFT OAD OCA5EE5,EINCOLRUDININDICATING G BEAM ALL COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CON5TRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET, PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 8 PRE-67RE55ED CONCRETE COMPONENTS 16 ANTICIPATED IN THIS DE51GN, NAMELY LINTELS AND WIND RE615TANT 51LL5 SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER A MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOW BLE LOAD INFORMATION PROVIDED BY G,45TCRETE. USE OF CASTGRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION, 15 THE RE5PON5151LITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT iT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE56URES REQUIRED .. BY THE SEALED PLANS. NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 8 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED -s 1b O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT A5 GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" 15 NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.C. MAX. (1)2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER ALONG51DE THE FLOOR TRU55/JOIST/5EAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2'' NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION Cho) 0.131 X 3-1/2'' NAILS EQUALLY SPACED •• ATDLOGA10 STAGGERED RE TMAY BHE FLOOR ED �5T�EM BELOW THE GUARDRAIL 11THE LENGTH OF THE 6 PARALSTUD LEL TOTTHE GUUARDRAVERTICAL IL, THECOMPONENT, BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROW5 OF 6IMP5ON 5D625�o00 6CREW5 AT S" O.G. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE 51DE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY 5HEATHED WITH 1116" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT, ON THE NON -OPENING 51DE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE BOTTOM PLATE WITH 51MP5CN SP1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHTS WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0,131 X 3-1/2" NAIL5 STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NA1L5. TH15 ATTACHMENT SHALL AL50 APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLB THAT AL60 FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLTO STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BO0TTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL GONFIGURATION5 MAY VARY GREATLY AND THAT NUMEROUS "5YSTEM6" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 8 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 8 CEILING5 TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HA5ITA5LE ROOM ABOVE GA AG . ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE /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. • FRONT ENTRY 8 LANAI CEILINGS TO BE 7/8" STUCCO OVER 15/32" 065. ROOFING B FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • Re04.5,1 NAILS: .• NAILS SHALL 5ECORRO51ON-RE515TANT NAL15 CONFORMING TO ASTM Fl(oga7 OR AN EQUAL GORRO51ON RE515TANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, 6TAINLE55 STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RE516TANT MATERIAL, OR CORROSION RE5ISTANGE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • 5HINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL B STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 5TICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 8 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. f'IA50N SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 6 DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE (o"X(o"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" 6IMP50N TITEN HD ANCHIOR5 V 24'' O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 8 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X51IX3/S" STEEL ANGLE W/ 3/S" DIA. X 4" LAG 6CREW5 Q 12'' C.C.W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 8 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FIN15HE5 SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 A5 APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION; AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN 455UMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 8 LIMIT DEFLECTION TO L/�o00 IN THESE AREAS FOR PURPO5E5 OF BRICK SUPPORT. • LOAD DUE TO BRICK/STONE. FOUNDATION5 HAVE BEEN SIZED FOR THE ADDITIONAL DEAD • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD, TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 8 NATURAL STONE. SIMULATED PRODUCTS 4 VENEER5 5HALL BE INSTALLED PER MANUFACTURER'S 5PECIFICATION5 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 310). 13. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-7). 1.5, SPECIFICATION FOR THE DESIGN, FABRICATION B ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION, 1.6, DESIGN SPECIFICATION OR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8, AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESICxN CRITERIA 2,1. ROOF LOADING: LIVE 20 PSF DEAD 7 P5F FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2, FLOOR LOADING LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1, FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FIN15H IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2,5, WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY B COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 8 PROCEDURE TO COMF''LY WITH ACI STANDARDS. 4.2. CONCRETE # MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 10 28 DAYS (U.N.OJ. 4.3, REINFORCEMENT REBARS ASTM 4615 GRADE 6O (U.N.O.). 4A. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (15 LBS / CU YD), 4.5. LAP SPLICES d NOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES CACI 530.1/A6CE (o/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER; COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2, COMPRESSIVE STRENGTH REQUIREMENT 15 f'm=1500 PSI. 5.2.3. DETERMINATION 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 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE (oO KBI REBAR 0" IIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPL I CABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3,10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5,4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT l3/S")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS L COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2, ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER. 6.3.3, INTERIOR LOAD BEARING WALL STUDS TO BE SPACED la 16" O.C. 8 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4, TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *12 GRADE U.N.D. 6.3.5, INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 63.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-O e 1"IID-HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS e 4'-0 O.C. MIN, 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES B SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-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" O.C.), (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AB REQUIRED BY THE APA. 6.6.1, ROOF SHEATHING: SHINGLE OR METAL, -1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6 6 2 WALL: 7/16" 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 AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONY.): 6."l ALL NAILING 4 BOLTING; SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6,0 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMP60N STRONG TIE CO., UBP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C61 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.), 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 0.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 'O'/52, ATTACH TO SLAB WITH 1/2'' DIA. x 10'' A.B. a 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 6IMP50N 5D6256OO S 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE 'a 24" O.C. AS PER DETAIL 'P/52. BLOC<NGx DEFINED (THE FOLLOWING 5HALL APPI-fTN0.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM. CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL O THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPIN6, BRACING, AND SUPPORT, U.N.O. 5EECIFICATION FOR BUCK ,4TT,4GHMENT FOLLOWING FLY U.N.O.) • IF 1x ATTACH WINDOW THROUGH_BUCK TO MASONRY/WOOD FRAMING. IF 2x ATTACH TO 2x BUCK. IF 2x - ATTACH TO MA50NRY w/ 1/4" x 3" MASONRY ANCHORS S 12" D.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLODURY-SPALL APPLY U.N.O.) F0F EX ENGINEERING, LLC. HAS CHECKED THE HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA ING CODE, RESIDENTIAL 6TH ED., AND 15 NOT ONSIBLE FOR THE DESIGN'5 ARCHITECTURAL DR DRAFTING CRITERIA RE. - DIMENSIONS, ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DE51GN IS THE RESPONSIBILITY E DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING BNALL APPLY UN.0) • ALL I/2 DIA. A.B. INTO THE .TOP OF A MASONRY KO BLOCK COURSE SHALL NAVE 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 511. • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B.. INTO THE TOP OF CONCRETE THICKENED 5LA55 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 5005 WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE 1I DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPA Y N THE N%% NOTATION TO USE SAME. SPECIFICATION FOR LANDINGS 4 STAIR CONSTRUCTION � ��•�. (THE FOLLOWING SHALL APPLY U.N.O.) �i ��y'•• . , • ALL STRINGERS TO ATTACHIAT2LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. II • 5TRINGER5 RUNNING PARALLEL TO 8 5UPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/CONC. WITH 1" DIA X 3" TAPCON5 AT S" D.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• WOOD WITH (4) 0,131 X 3"" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 6TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• e CONC. W/ "" DIA. X 3" TAPCON5 a 12 1 O.G. •• ia WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.G. TO TRU55/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• J015T5 TO BE 2X8 *2 5YP, MIN. la 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 12 SYP WITH 2-2X4 SUPPORT 6TUD5 AT EACH END. •• IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X3�1" R.5. END NAILS AT EACH LANDING J015T, e •• O NAILS FROM EACH J0I5T TO KNEEWALL TOP PLATE. LEDGERS TBE 2 ••• (4) 0.131X32NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• ATTACH J015T5P STAGGERED of O LEDGERS OR BEAM5 WITH 51MP50N LU62(o ANGERS ORE UAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5.. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 8 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 6 SECTION R312. CONFLICT5 (THE FOLLO G WAS APPLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE M05T STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLOWING PPLY U.N.O.) CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY P15CREPANCIF-5 TO THE ENGINEER PRIOR TO 5TARTING ANY WORK. ANY GHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN, 5EALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY L'IABILIT`', CLAIM5, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. ULTIMATE WIND SPEED (Vult) NOMINAL WIND SPEED (Volt) RISK CATEGORY WIND EXPOSURE INT. PRESSURE COEFF. MAX. MEAN ROOF HEIGHT 142 MPH 110 MPH 11 C +/- 0.18 ENCLOSED 27.5' MAX. COMPONENTS AND CLADDING (ULTIMATE) ROOF Q 10 SQFT + 28.6 /- 117.1_ PSF © 20 SQFT + 26.5 /- 109.1 PSF @ 50 SQFT + 22.3 /- 99.4 PSF © 100 SQFT + 20.2/- 91.8 PSF WALL © 10 SQFT + 49.7 /- 66.7 PSF © 20 SQFT + 46.3/- 62.3 PSF Q 50 SQFT + 44,6 /- 56.9 PSF © 100 SQFT + 42.1 /- 55.2 PSF © 500 SQFT + 37.1 /- 41.3 PSF GARAGE DOOR 8' WIDTH + 44.31- 49._4 PSF 10' WIDTH + 43.6/- 48.9 PSF 1.2' WIDTH + 42.9/- 48.3 PSF 16'+ WIDTH + 42.0/-- 47.5 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI9CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC,. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK w ocZ 04wp L1.1 Z O ws? z z a u,m--R F oa W 0. W o w- W W O E 5= gaZ w, V �Op"F j0az = m eni N :o wz8 4'zV 0,�2 W 2 of M =a«P '-��iaz P >- zzz oN 2_ 0 -.� '" 00 atCo�a vzv¢¢110�0CC�ooz Z FUj 2f5x Sh-a22w 0 © LD --� GC ZWow8 = LL �=©I�p E03o wz w Q dZ Z�wui LJJ z V CD' CiH g wzg>2=' J Q Q W 1--a [� W :W_1w UJI za m awW Ln a o � o a cl M au Q m 1-- Ln LV Z E m m �d Ln a M =w a N 0 w 22 R* 3 ,Nr, U' z '�'- r• ¢ 9 Y uj Z ` M© o W _ v 00 em u-'.. X Q z a W 00 r J� r �O DATE �i3_Qi8-IS SCALE NO7'j5D DRAWN MK/PDK JOB _ content: Structural Notes 5heet number: N1 142-21.5 FLOOR TRU55 BRG. SEE PLAN 1/2" DIA, x 8" TITEN HE) 6 48" O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR F-)<CEPTIo 5) PRE- ENGINEERED WOOD TRU55E5 6 24" O/C 12 (TYP) 5EE ELEV. UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) 51MP50N 6P2 EA.STUD 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 2X4 PT STUDS s 16" O.G. OR CRICKET AS (1)2X4 PT STUD e 24'' O.G. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 SIMP50N SPI a EA. 5TUD ° MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 0 EA•5%[) MOISTURE BARRIER 8"XS"X1(o" K.O. BLOCK W/1 #5 CON . Q ', (1)#5 VERT. IN CONGPILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD, 90' HOOK IN K.O. BLOCK q\ ✓ °, q .44 x�b ••q. n d ' a 1�' 2u 1. 3-31/" ° q I J p �._ e a l LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP 5PLIGE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHES) GRADE 40 GRADE &0 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE "3 11/5 41/2 1 15 21/4" 41/2 91/4 I(o 04 21/2 b 91/2 20 3" (0 12 1/2 21 "5 3 1/8 1.5 II 3/4 25 3 3/4" 1B 15 1/2 2b "r 3 3/4 9 14 30 4 1/2" 9 IS 1/2 35 01 4 3/8 10B Ib 1/2 35 5 1/4" 10.5 21 3/4 53 all 12 24 3/4 14 9" 13.5 28 1 95 PLN HATCHING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 INTERIOR LOAD CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR USE IN THE HVHZ (DADE, BROUJARD) (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALL5 USE SPHS S 1 SCALE: NTS INTO DBL UPLIFT) CONNECTORS IN LIEU OF TOP PLATE TRUSS BRG. CONNECTORS SHOWN: FOR WALLS LARGER THAN FOR , Rebar Lap, Embedment &Hook Schedule „ „ J BOLT W/ NUT 4 WASHER (REFER TO SEE PLAN 2x8, USE 6IMP50N 5P15 ON EACH SIDE OF STUD TO S-1 SCALE: NTS NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION NOTE• REGARDLESS 51=`2'5 ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. 5TUD TO TOP PLATE w/ STUD TO TOP PLATES. U.N.O." REINF. GROUT CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR "AT 2x6 WALLS USE SPH6 (SEE PLAN FOR SIZE) 5YP 2x4 MIN. PLANS, WALLS THAT SUPPORT SIMPSON 5PH4 w/ 12-10d NAILS SEE TRUSS SHEET FOR a. NOTE: (SEE TRU55 SHEET. CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. STUDS 16" O/C ROOF TRUSSES EITHER ADDITIONAL STRAPPING 6 COLUMNS ° q "NOTWITH5TANDING MANUFACTURER'S FOR SCHEDULE) AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF DIRECTLY OR INDIRECTLY a GARAGE TO STUD BEARING WALL (SEE SPECIFICATIONS, JAMB SHALL BE 2x6 - MIN. SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) SIMPSON 5PH4 W/(12) lOd 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN GARAGE TO ARE TO BE HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. STUDS a 16" O/C MASONRY/CONCRETE w/ 1/2 DIA. x 8 A,B. AT 24" O.G. 5TARTING 9" MAX. COMMON NAILS EA. 5TUD 2x8, USE 51MP50N 6Pl'5 ON HOUSE WALLS, BUILT A5 BEARING WALL INSULATE PER GALCS/5PEC5 1/2" DIA. x 8" TITEN HD 24 TRACK/BRACKET --_____ FROM THE SLAB, USE 2 DIA. WASHERS 1/2 GYP. OA P B RD 1/2 GYP. BOARD EACH SIDE OF STUD TO BOTTOM PLATE � SIMPSON INSULATE PER CALC5/5PEC5 W/UPLIFT O.C. FOR A MAX. UPLIFT OF 1500 L55. ON EACH TRU55 FASTEN PER MANUF. SPECS. -- •- MIN. AT EACH BOLT LOCATION, TRACK ATTACHMENTS TO THE JAMB ARE BY # 2X 5.Y.P, 1 STUDS s 16 D.C. 5P2 S ON EACH SIDS OF STUD TO TOP PLATES. (I) SIMP50N 5PH4 w/ 12-106 NAILS EA, STUD (STRAP (SEE FOUNDATION PLAN OR TRU55 PAGE FOR LOCATION OR EXCEPTIONS) Cara a MANUFACTURER, THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE SECURE PLATE W/ 10" 1/2''DIA "J" BOLTS 4 WASHERS @ 2'-0" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALC5./5PEC5. U.N,D." NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR FO -PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S 1 SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) R CONT. 2X PT SOLE PLATE �0'-0"1. ° a A �[// [/ DBL 5YP TOP PLATE (1) SIMPSON 5PH4 WK12) 106 - 4"CONC, SLAB. SEE COMMON NAILS EA. STUD I i I_ ° ° FOOTING SEE I— ° d d - FOR WOOD FRAME WALL TO FOUND PLAN FOR FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. Load Brng Interior Stud Part. Detail -1 Without Uplift SALE: NTS I SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE AS 12 PER MANUFACTURERS SPECIFICATIONS. SEE CONTRACTOR TO PROVIDE MANUF, (TYP) ELEV. DOCUMENTATION TO INSPECTOR 6 TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.0 1/2" GYP. BD. CEILING -' TYP. SEE NOTE ONN-I PAGE FOR GARAGE APPLICATION Ix2 PT NAILER 1/2" DRYWALL VERT. WALL REINF, EMBED ACI STD. HOOK IN BOND BM. 05 BAR CURTAIN NAILER PT Ix4 S WINDOWS 4 5.G.D. WINDOW W/ SCREEN (WHERE APPLICABLE) Ix2 PT FIR STRIP s 24" D.C. Ix4 PT BASE NAILER --'- 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZES 4 MORE INFO. OTypical Ext. Masonry Wall Section CMU WALL-5EE PLAN 4 SCHEDULE E 1 I-=' _I FOOTING SEE FOUNDATION PLAN --- MA50NRY ATTACHMENTS THAT —•-- MORE INFO. =1 FOR SIZES 4 MORE OCCUR 'a A LINTEL USE 1/2" x 6" 5P4 TOP EL V 0'-0" TOP OF SLAB INFO. THREADED ROD SET IN Load Brng Interior Stud Part. Detail 51MP5oN SET EPDXY. Q _ _ _ _ �.�.. — — ~ SCALE: NTS With Uplift 2 X S.Y.P. STUDS -6 16" O.C. U.N.O. w FOOTING SEE `r ° a: SEE FOUND. PLAN LOAD BEARING OR W FOUNDATION PLAN FOR - SIZES 4 MORE INFO. tl... ,° CLEAN 4 COMPACTED SOIL. EXTERIOR WALL ! 2 X STUD (95io MODIFIED PROCTOR PER ASTM D1551) PRE ENGINEERED WD TRU55 0 24" O.G. 8 G. M. U. " Cara a Wall Section BrngWall ha" x I/2" DIA. "J„ R-38 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS a 1" X P.T.STUD $1 W/ Uplift SCALE: NTS 2'-0" O.C. (MAX) N #5 VERT. IN FILLED META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR BRNG WALL � TITEN HD TRU55 (4) 106 NAILS INTO ELEVATION VARIES BRG. DBL TOP PLATE r: TOP OF MASONRY TITEN HD 45'' O.G. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LESS THAN 5'-0'' WALL 15 INTERIOR N DBL. TOP PLATEFROM PROPERTY LINE TO BRNG WITHOUT ILI COMPLY WITH FBCR 302,E SEE ELEVATION PAGES FOR UPLIFT, 24" O.G. IF ELEVATIONS) 1/2'' GYP. BOARD 50FFIT/FASGIA DETAIL WITH UPLIFT. ° (SEE SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD ;4 VARIE5 SEE ROOF PLAN p. ° p. GRADE WASHERS 6 4'-0" O.C. 8" x8" K.O. CMU BOND BM. w/ 1 - #5 BAR p p (1) SIMPSON 5PH4 ° p p . p A° p ° p = (MAX.) CENTERED ON WALL. (REFER TO FND 4 # 2X S.Y.P. 1 STUDS 16�� O.C. CONT. (MIN LAP = 25") GROUT CELLS 50LID - VERIFY W/ FLOOR PLAN. TYP. ° " ° p, p p ° 4 ° p ° --I—_ I= FLR PLN FOR WALL IN5ULATION OR PER ENERGY ,' p °pp . p > — THICKNESS) CALC5./5PEC5, S"x8" PRECAST CONCRETE LINTEL 'W p ° p• p° p o °' — - — � CONT. 2X PT 50LE PLATE WINDOW OPENINGS SEE FLR PLN a p p ° ." ° FOOTING SEE ° ° _ 4 GONG. SLAB. FOR LINTEL SCHEDULE , .° .p FOUNDATION PLAN FOR — _ I SEE FOUND. PLAN PRECAST CONC SILL SIZES 4 MORE INFO. — — — — —_ —_ 1 FOR MORE INFO. l --I EL V 0 -0 TOP OF SLAB 115 BAR VERT. WALL REINF. CONT. NOTE: t2x6 4 TO BOND BEAM. EMBED ACI 5TD. "AT WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS Q NOOK 6" IN BOND BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN FOOTING SEE .'.. ; " ' 5EE FOUND. PLAN CELL5 SOLID. 2x8, USE SIMPSON SPl'S ON EACH SIDE OF 5TUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." w FOUNDATION PLANuj O� SIZES MORE ` 8"xl6" G.M.U. PER ASTM C-90 (TYP.) INFFM=1900 CLEAN 4 COMPACTED 501L. P.S:I. (MIN.) W/ TYPE M OR 195io MODIFIED PROCTOR PER A5TM D1551) S MORTAR PER ASTM C-210 IN5UL. PER CALC5, 4 SPECS ELEV 0'-0" TOP OF SLAB n 5/5" CEMENTITIOU5 FIN15H PER FBCR 103.1.2 SCALE: NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/ _ ___/ 3/8" VERTICAL REINFORCING (SEE BACKER BAR AT MAK PLAN FOR SIZE 4 LOCATION) EXPOSED FACE 71 Example CMU Wall Control Joint Detail $-1 SCALE: N.T.S. NOTE: SEE N-I FOR ADD ITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK COURSES MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24'' O.G. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1 5/0" DIAMETER x 6" EMBEDMENT SIMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C: IF RE51-STING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 45" O.C. IF RE615TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail Brng Wall Only SCALE: NTS K Garage Wall Section Brng Wall $-1 W/O //O Uplift SCALE: NTS 1/2" 2X STUDS GYP. BOARD 24"O,C. SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS 6 PER ENERGY 48" O.C. OR EQUAL CALC5./5PECS. CONT 2X PT 50LE 4"CONC, SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL V O'-0" TOP OF SLAB Q a — Lu F �- ".:... 5EE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED 501L. SIZES 4 MORE INFO, 095% MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brng. 1 1 SCALE: NTS K.O. CMU BONE) BEAM 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS _05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT a ::4 EMBED ACI OOR WISHED 4 STD. HOOK IN y4 FOOTING 4 a• FOOTING SEE FOUNDATION y PLAN FOR SIZES 4 MORE INFO. 4A, Y )Masonry Wall Reinforced Cell Detail C_1 RRGI F- NTC mom 4 EMBED ACI STD. HOOK IN lot BOND BM, Lj L r: Sx8 K,O, CUM BOND BEAM Lu/ 1- #5 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ I- #5 BAR CONT. #5 BAR VERTICAL WALL REINF. GROUT CELL5 SOLID SEE PLAN FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT 5TD. HOOK IN FOOTING 0'-0" FIN15HED FLOOR ° FOOTING SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. d N Masonry Column @ Lanai/Entry Detail $"1 SCALE: NTS 15 BAR TRAN51TION z STEEL ACI 5TD, Q KO CMU BOND " HOOK (TYP) fK Q� BEAM VERT. WALL REINF. 15 BAR TRANSITION STEEL ACI STD. HOOK (TYP) ----- CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE SIMPSON 5E1 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBED' 5" SIMPSON SET EPDXY EXISTING MA5ONf BOND BEAM OR SLAB (,-p�Masonry Transition Detail $-1 SCALE: NTS NOTE: • M1551NG DOWELS: WHERE FOOTING DOW _5 ARE PLACED INCORRECTLY OR M15TAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 #5 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRUSS ANCHORS: TRUSSES WHICH ARE PLACED6UCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED TO THE MA50NRY BOND BEAM U51NG ONE SIMPSON HT5MI6, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail $'1 SCALE: NTS TOP TIE BEAM #5 VERT. CORNER -1 CELL FILLED W/ ioi F/// CONCRETE #5 LAP —CONT. 05 25" LAP R Corner Continuity Detail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHAN6ES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN(�,, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERIN(5, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE95 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. 1F BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK W a 0 �- o�Wo Lu i Zz0 w~Ln0uj ow Lu Wmu�iE F--0OQa 3W121 °oEu5 I' 350zaac C? I� 0 LL0 W Lu N � anyM z3Z Z o 2rz N_j 00 w_�� G Z 0 XOH,Me x�axzW 00 W W —+ cc OF Q W Opel- LL a o 0 z w Z W C) Lu LL Lu 0 zwga�e Q Q xQE D l"Cr W � o a a JM ..1 0 M (; u.i N Z N M N , 0- M J Q �a LLJ uj V b00,• 0 3 Ln Z ua o"tONO 0 �jCh zLLOQ w Z MO 6w W Q �0000u Lu N Qu �- O00 z U) 0 DATE ®3-PS-18 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Detail5 Sheet number: 51 pORMER ROOF BY TRUSS MANUF. SIMPSON MT512 a EACH TRU55 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCON5 e 12" D.C. WITH MAX. 6" FROM END OF MEMBER a MAS. TYP. LOAD BEARING WALL CONST. 6IMP60N MT518 a OPENINGS. 2"x4" e 16" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLTJ EACH TRU55 USE SIMPSON 5P2 e STUD TO TOP PLATE, 5PI STUD TO 2X MEMBERS ATTACHED BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 At W/SIMP5ON 435 WHERE NEEDED TMEETRER BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) MANUFACTUU 5 ATTACHMENT POINT ROOF TRU55 BY REQUIREMENTS. ROOF TRUSS MANUF. TYP. 2"x4" BLOCKING AT 24" O.G. BELOW SIDE WALLS BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 IF 1X THEN ATTACH OR EQUAL AT EACH END TYP. WINDOW THROUGH BUCK TO GMU/ WOOD 51MP50N L5TA12 AT EACH STUD TO FRAMING. IF 2X THEN BLOCKING, 71' ATTACH TO 2X BUCK. 2-2"x4" BLOCKING WITH 4-16D �GOM TOENAILS a EACH END e END WALL TYP. LOAD BRG WALL 2"x4" 0 16" O.C. (SGL SIMP50N MT518 a BOTT. PLT., DBL TOP IF 2X ATTACH TO GMU. SHINGLE /TILE ROOF 12 PRE ENGINEERED "D TRUSS 24" O.C. EACH TRU55 PLTJ w/ 1/4"x 3" TAPCONS - SEE ELEVATION PAGES FOR MORE SEE (TYP) FROM ENE) OF X BUCK. INFO. FASTENING TO ELEV. 51MP50N L5TA12 a (TYP. ALL 2X WINDOW BE A5 PER INSULATION PER ENERGY CALCS. EACH STUD OR EQUIV. BUCK ATTACHMENT.) MANUFACTURERS SPECIFICATIONS. 2-2"x4" BLOCKING WITH 4-16D CONTRACTOR TO HURRICANE ANCHOR a EACH TRU55 SEE COM TOENAILS e EACH END PROVIDE MANUF. TRUSS SHEET FOR MORE INFO. DOCUMENTATION TO INSPECTOR a TIME OF0000 ELEVATION VARIES INSPECTION. IF 2x8 PT VERTICAL (ARV) a WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET, FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR SHINGLE 15 USED, TOP PLATE INFORMATION NOT UNDERLAYMENT TO DORMER ROOF BY INFORMATON ]DETAIL WITH 1/2 ANCHOR BOLT a 24 O.C. TYP. 1x4 Pt BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) a WALL TO BE ATTACHED WITH General Irre ular Window Attachment CONVENTIONAL 1/4'' x 2-1/4'' TAPCON e 12'' O.C. OR PER MANUFACT. M PROVIDED 905.L1 FRAME (SEE PLAN) SPECS. S-2 SCALE: NTs CONTRACTOR: CMU WALL BELOWORNSIMP50N G516 a 1/2" GYP. BOARD SEE HORIZONTALL O.C. NOTE ON N-I PAGE FOR GARAGE APPLICATION 2-2"x4"BLOCKING SIMPSON L5TA12 e EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS a EACH END ROOF TRU55 BY ROOF ..DBL. "2X" TOP PLATE TRUSS MANUF. W/ 51MP50N 5PH4 e TYP. LOAD BEARING WALL SEE TRU55 7/16" MIN. APA DOUBLE TOP PLATE SEE FLOOR PLAN FOR EXACT CONST. 2x4 a 16 O.C. (SINGLE SHEET FOR NAILS STUD cN 1��1md II II �� TYPICAL PLAN VIEW GMU WALL. BELOW STRAPPING RATED SHEATHING (MIN. SCUD .GRADE sYP) TABLE ON SHEET 5-3 HEADER SCHEDULE (2-2XI2 U.N.0) BOTT. PLT., DOUBLE TOP PLTJ FASTEN EA. STUD NOTE: FOR STUD SPACING TO TOP PLATE w/ AT 2x6 WALLS USE FASTEN HEADER PER HDR. DETAIL "J/52" WINDOW SEE FLOOR PLAN FOR SIZES F Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS . • • 51MP5oN 5P2 w/ (12) NAILS FULL DEPTH PANEL BLOCKINGe w/ (3) 16d TOENAILS SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR STRAPPING CONT, FOR STRAPPING - TOP CHORD EA. END go- nn(- 51MP50N SPI w/ GYP. BOARD RETURN UDd NAILS EA. TRIM VARIES - SEE ELEVATIONS 7/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM S - RATED 5HTG. TRU55 TO TRU55 ON TOP OF BOTTOM FOR STUDS PRE-ENGINEERED PRE-ENGINEERED CHORE) 4 BOTTOM OF TOP CHORD BELOW HDR l2) TX" SILL a a ROOF TRUSS. 2X e 16" O.G. �. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAIL5 a EA. SIMPSON SP4 w/ 1/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 2x BOTT. PLATE PRECASTEA._ CONNECTION ( 1md1D1/2 NAIL5 CONT. CONCRETE PRE-ENGINEERED WOOI) TRU55 • • IJ F F_ 01 IT SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW AT7ACN 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 GMU 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 a TOP/51DE5 OF ARCH OPENING, IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK e EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WAl_L5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." LINTEL. SEE INSTALL 1/2 X 6 10" x 1/2" DIA. "J" 7/16" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD ,111 111 BOLT e 24" O.G. PER SCHEDULE; MIN. 16d a 6" O.G. FOR MORE INFO. 1/2 GYP. BOARD APA RATED SHEATHING NAIL PER SCHEDULE 11011IN SIMPSON SET a`�e 2x8 PT MIN, FRAMING FROM EPDXY e 2'-0" �����,�;:•• • f I/4"X 3 I/2" NOTE: TRU55 e 16" O.C. CONT. TO IN5UL, PER CALCS. 4 SPECS O.C. (MAX) . 4" CONG SLAB MASONRY SCREW "TYPICAL AT TOP CORD (3) 0.131 x 3 1/2" a o: 2X PT SOLE PLATE POCKET � 8" O.C. ' ALL LOAD CENTERED ON + �• • SEE FND. PLAN SLIDING COMMON e TRU55 CHORDS DOOR. PREC,45T BEARING 5YP.# WALL. CMU WALL - SEE 2x 0.131 x 3 1/2 COMPONENTS, 1 - CONCRETE a 4" O.C. GRADE 5HALL g Structural Kneewall FLOOR PLAN FOR BOTTOM a ;� Pit— — ELEV 0'-0" TOP OF SLAB LINTEL. SEE BE USED FOR NOTE: 2x8 PT MIN. S-2 SCALE:NTS MORE INFO. FOOTING SEE °..' FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL TO ���>� °•.• FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES 4 MORE DOOR. 2x4, GREATER GRADEHD. TETHAN 1/2" DiA. x 6" TITEN INFO, OR BETTER MAY BE USED. ALL 4x NOTE: IX PT VERTICAL a WALL 5P1 EACH STUD JOIST, RAF BOUNDARY T (cal Ext. Frame Wall Section FOOTING SEE FOOTING SEE MATERIAL MAY S-2 SCALE:NTS FOUNDATION FOUNDATION BE #2 GRADE. TO 4" ATTACHED WITH 1/4 x R gT NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UNO 2-1/4 TAPCON e 12 O.G. OR 2x8 PT PLAN MORE SEE FOUND. PLANSIZES MORE PER MANUFACT. 5PEC5. Ix6 HEAD LINESIZES DASHED INFO. PLAN INFO. 4"GONG. SLAB: INDICATES 2x8 LEDGER W/ 2x8 LEDGER W1 PAVERS OR PAVERS ORjj[ PLANOUND. TOP PLATE OF 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" 4" GONG. 4" GONG. INSTALL GLASS PER BLOCK WALL BEYOND "ALL R.5. NAIL5 e PLYWOOD O R.S. NAILS a SLAB ° SLAB 7° MANUFACTURER EACH 5TUD5 EXTEND PAST EACH STUDS EDGES GABLE END FLOOR TRU55E5 HANGER TO ° Q ° li ° ° , ° _ SHEATHING) CHORD OP [PRE -ENG. WOOD BE SIMPSON ° ' ' 4 CAULK UNDER FRAME K.O, w/ 1-05 CONT. FLOOR TRU55E5 LU5, LSU, - - �.. IEL EDGE HANGERTO ° PRE-ENG. BE 50N PRE-ENGINEERED MIN.L55U WOOD ROOF LU5, LSU, OR WOOD ROOF GONG. SILL I` 5/8" CEMENTITIOU5 FINISH BOUNDARY TRUSSES L55U MIN. TRU55E5 H CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail PER FBCR 703.7.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS .,. AREA PLYWOOD TO SEE FLR PLN FOR HDR. SIZE NOTE: 4" CONC SLABS a CORNERS 4 48" O.C. BLOCKING SEAM BOUNDARY 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 8 MAX. FOR "ALL, NAILING FOR 4-0.131 x 3 1/2 R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d WHERE THE HEADER IS NOT FULL WIDTH PANEL OVERHANG NAILS a EACH AREA 5'-0" (1) 6IMP5ON C516 OR (1) NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING ° SHEATHING CLIP OUTRIGGER e FLOOR TRU55 2x8 LEDGER W/ M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16° O.C. RIPPED DOWN SUFFICIENT TO ° ° ° °. ° ° FOR ROOFS 24" O.C. CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW ° TONGUE 4 (FIELD VERIFY 4-0.131 x 3 1/2" NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH ° Q ° a °.. GROOVE FOR FIELD FIELD SUB FASCIA OR WITH TRU55 R.5. NAIL5 a 15TUD5) (U.N.0) CONNECTORS ABOVE THE HEADER 4 ° FLOORS "ALL PLATE LAYOUT EACH STUDS FOR THE PROPER INSTALLATION OF THE FOOTING SEE BOUNDARY LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOUNDATION PLAN ° a NAILING WITH -OUT FLOOR 5PH6 IN LIEU of 5PH4, AT 2x8 WALLS USE FOR SIZES 4 MORE ; ° (PERIMETER OF WITH FLOOR TRU55 TRU55 FOR ROUGH OPENINGS OVER -� —� SPWS IN LIEU OF 5PH4, FOR WIDER WALLS 5'-0" USE (2) 51MP50N C516USE SIMPSON C516 IN AN 5PH INFO. DIAPHRACxM) ---�---'--" OR l2) MSTA24 IU.N.0) CONFIGURATION. ATTACH PAD BLOCKING G T ical Ledger Detail SIMP50N PROVIDE lu/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. L Non-Brn Frame Down Header Detail - 5-2 SCALE:NTS "2x "KING STUD L530 OR DOUBLE BOTT. UN.O. Q., TYP. PLATE AT S-2 SCALE: NTS OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER Multkuse 5 CIFICATION FOR KINGS 4 CRIPPLES 6'-2", TYF`.j I CLEARANCES FOR THE WINDOW/DOOR 2X4 CR055 (THE FOLLOWINa ALL AFF Y NC.) WI UPSET AN OHEENIEADER 5UGH EPT,T ONE BRACING e 48 2X4 RAT RUN • AT OPENINGS UP TO 3'4" (1) OR BOTH OF THE TOP PLATES IS O.C. ON TOP OF BRACING e 48" CRIPPLE 4 (1) KING 15 REQUIRED ON ELIMINATED TO MAINTAIN THE FULL Hill 5®LT REFLACFIIENT CH AfRT: RAT RUNS FOR 4 EACH 51DE OF THE HEADER. FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN O.C. ON TOP SHEATHING 2 3" 2x4 RAT RUN TRUSS SPANS AT OPENINGS 3'-6" TO 5'-z" IN SET IT 15 NOT ACCEPTABLE TO BRACING a 48" OF BOTT. WIDTH, (2) CRIPPLES 4 (1) KING 15 O.C. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER . THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE GORRESPONDINC� BOLTS. O.C. ON TOP OF CHORD FOR 4 REQUIRED ON EACH SIDE OF THE OPENING WITHOUT WRITTEN PERMISSION FROM THE TRU55 SPANS FOR WHEN THE TOP PLATE IS THE REVERSE IS NOT APPLICABLE FOR FRAI"IE TO SLAB AP1 LIGATION ONLI SEE TRU55 ENG. MORE INFO 2x STUDS 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" FLATUJISE OR EDGEWISE ON BOTH PANEL WEARER. EDGES. OTT. CHORD WOOD TRU55E5 ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2 ELIMINATED THE 5PH4 CONNECTORS FOR 4 TRU55 2-16d a EA, IN WIDTH, l2) CRIPPLES 4 l2) KINGS SHOWN AT THAT LOCATIONS ARE NOT • NOTE :THE STRENCaTH OF THE CONCRETE SHOULD BE MIN. 252�,0 PSI. SUBSTITUTION SPANS TRUSS JOINT ARE REQUIRED ON EACH SIDE OF PROVIDE NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. ATTACHED W/ 2X4 BLOCKING a THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRU55 • FOUNDATION PACxE TAKES PRECEDENCE. 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x . ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD 5CREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S. e EA. TRU55 3 1/2" R.S. CRIPPLES VOR KINGS MADE ON 2", TYP. SHALL ATTACH DIRECTLY To HEADER. 0 ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. 1/2" GYP. ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. 51MP6o (ON SECOND FLOOR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS a 7" O.C. ALONG ALL SUPPORTS, MIN. END 51MP50N A34 L630 OF OPENINGS UN 5' 0" ONLY (U SIMPSON . 1/2" HIGH CONNECTOR EQ., TYP cS16 SPAN Low oz Yam. To STRENGTH OR W/4-0d X 1 1/2" (ON CONC. SLAB) 51MP50N HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (1) 5/6"x8" ATR IN SIMPSON SET 4 4-06 X 1 1/2" EPDXY 4 (18) 16d NAILS MASONRY WALL INTO TOP HETA 12 e 24 O.C. (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) SIMPSON PLATE MAY BE UPLIFT, HTT4 W/ 0) 5/8 HREAD ROD SET IN STRAPPING M WALLS WITH 51MP6ON SET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLE56 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR 51MP60N M5TCM60 IF FILLED CELL OCCURS BELOW TYPICAL NAILING 5CNEDULE HIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R,5. RING 5HANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 3 1/2" COMMON COMMON 3/4" TG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0,280" MIN.) • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/0" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 6CREW5 a 7" O.G. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C.ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. E Ext. Wall Con. Nan -Load Brn .Location T . Header Detail o T ical NCA H Schedules Floor Roof, Wall $-2 SCALE: NTS S-2 SCALE: NTS S-2 SCALE: NTS "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED x 8" 5/8" x 8" 5/8" x 5" EMBED NOTE: CONTRACTOR TO VERIFY ALL DIMEN91ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE REAP CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Lu 0 0 0 LJ,I zZ WO4�w 00 o �- z ` w QpO3= LU G,Q W 0: 3g'z r~-I �Z.ti= VaZ » µ1 �? W Z Vr y wCO = N N —� =a0w Z'121 Lu � � ,owF3 D W S S Z w O Q F�=" w�W��G~ LL W .i Z�•WO V *�0U r,wz X--ci LL 0 m.Q z z w U' Z w' ¢ W Z_!F- z d 0 o a m mu o m Ln Lu N Z M N L1C 1* c• M _i 00 a Ln W W -.J w W N p Ln.a Z W opt 00 N o� U'I z LI- O Q w W uj 5 F 0`00 u a LL Lu g �... vi a c a O > w 0. Ile s ` D �oE • < s - DATE p�3-PS-IB SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING 6 _ / 1 x 4 5,4r OR B'-O" t-1/N. e 16" O.C. SCHEDULE 6 SPLICE 3-1/2" GOM. DOUBLE TOP PRE-ENG UJOOD TRUSS (T1'P) 4-0.131 x 3" PLATE COMMON dd 3-0.131 x 3" COMMON DOUBLE STUD APA RATED ddd EA. SIDE OF JOINT 131CO3 SHEATHING. SEE r 4-0.131 x 3" M. NAILING SCHEDULE COMMON 6 Iro" O.c: STUDS @ 16FT 50TT. TABLE FOR ATTACHMENT. U.N.O. " 4 " / r/ PLATE PT 2-0:131 x 3 j (1) SIMPSON L5TA12 `. „ 3 COMMON / / 2-0.131 x STRAP 40" O.G. 5 / / 3 1/2" COM, � ' 1 x 3 1/2''BOTTOM TRUSS 2x4 BLOCKING (1) SIMPSON L5TA12 1/2" CEILING GYP BD W/ 5d COM. COM. ATTACHED W/ (TYP) OR COOLER NAILS 7 O.G. OR (1) SIMPSON LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL DIAPHRAGM AREA (4 BAY OR S ft FROM 5 SEE TABLE BELOW DOI�BL E STUD CONDITION 48" O.G. ATTACHED TO BOTTOM CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS EACH END, O.C. MASONRY WALL) 1 FOR LAPBPLICE OF GABLE UNO. CONTINUOUS S" MASONRY WALL 111/(1) #5 REBAR a 1/2" GYP BD NOTE: CROSS BRACING ALL BLOCKING TO BE TOP PLATE 45TENERS 5-0,131 x 3 1/2" / 2-0.13) X 3 �� COM. 1/2" rnM- CONT. IN KNOCKOUT FLAT OR CATHEDRAL COURSE EX anded Blocking Information Dla ram S-3 SCALE: NTs 3 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) 19 DOUBLE TOP PLATE 0.131 x 3 1/2" COM. Iro" o.c. 1/211C1 x 3 -2-0,131 x 3 1/2" COM, I/2 OM, LAP5PLICE NAILING 6 SPLICE ALL OTHER NAILING 36" 2-ROW6 0.131 x 3" 6 3" O/C 0.131 x 3" 6 a', O/C k'�I'l ����� �/�� 5EGt1RE P-10r E BEAM TO CLEAT W/ �/����\\� �/�� ice — PT BOTT. PLATE ' APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. * ^ C4� 16d TOENAIL 5 EACH SIDE ~ — 2x4 COLLAR TIE MID -HEIGHT RAFTER PROVIDE (5) !rod NAILS EA END TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) 5TUD CORNER 51NGLE STUD CONDITION /r� I RUNNING ALONG THE EXTERIOR SIDE / nr tug tnP PI LtK r_�NTI=QI= LAPSPLICE NAILING SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" roll p/C 0.131 x 3" 8" 0/C CONTINUE SHEATHING BELOW AT CORNER. MAYBE CONVENTIONAL FRMG 6 ATTACHED IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. 2x4 'IT" BRACE STRUCTURES WHICH ARE ONLY OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0,131 x 3" COMM. 0 16" O.C., TRUSSES ENTRYWAYS FOR - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY / \ 24" O.C. P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN Iro" PRE-ENGINEERED OVERLAP TRU65 BRACING NOTE �. WOOD TRUSSES 6 LEAST ONE TRU55 SPACE 4 -0 4 - 0 126 COM. OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 56 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE -s 24" O.C. MAX. SECTION 51ZE SHALL 12" O.C. 4-16d COM. roll 4 w/ (2) 0.131 x 3 1/2" TOENAIL5 COOLER NAIL51" D.G. OR BE DETERMINED ACCORDING TO THE LENGTH OF 5PAN A5 FOLLOWS: 2-Sd COM. 51MP50N SP144/6/8 UNLE55 NOTED OR 6IMP50N EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA l4 BAY UP TO 4'-0" ---- 2X4 12'-0" TO 15'-0" ---- 2XIO OTHERWISE, AT A 5DWG15600 FROM OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" ---- 2Xro 15'-0" TO 18'-0" ---- 2X12 �° 2-211x4" W/1/2" PLYWD. MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0'' ---- 2X8 SPACER NOTE: 2X4 S UNSPECIFIED FRAME PLATE MAY BE TURNED TO FRAME F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) ,, �, FLATWISE 50 NO CONNECTIONS SHALL 3.3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. 5PACER 15 NEEDED. CONSIST OF (3) 0.131 x 3 1/2 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �16d COM. - 8" o.c. AILX3-1/2" END COM. all O.G. SIMPSON M5TA24 TENSION STRAPS 'a EACH TRU5516d COM. U51NG (14) 10d NAILS. INSTALL THE 10d GOM. 12 c.c, NAILS OR TOENAILS. APA RATED SHEATHING. SEE4- SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING'S EACH SIDE OF TRU55 4 THREADING =A 51MP50N MSTCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS @ THE U-SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT, MAY BE SUBSTITUTED FOR 51MP50N HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-�E1�RINCz� AN HTT4 WHERE LOCATION 5/8" DIA A.B.* 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 51MP50N HT520 W/ ( 20) 10d ALIGNS WITH A FILLED NAILS FOR 2x12 RAFTERS, (I(o) 10d NAILS FOR 2x10 RAFTERS, (14) IOd NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 I/2" MINIMUM 1"X4" TRU55 M4X RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2xro " RAFTERS W/ SPANS LESS THAN 4'-0 PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (5) IOd NAILS. p TRUSSES 24 O.C. p 4 STUD CORNER SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP50N L5SU210 SLOPING HANGER W/ (10) lOd General Wood Attachment Details TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM $ (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) IOd 8 (6) 10d A Truss BracingOverly Detail U.N.O. /2 CEILING GYP BD W/ 5d S-3 SCALE: NTs COOLER NAILS '1° O.G. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 Wl ll0) 10d � (5) 10d x 1 1/2 FOR 2x8 STRaPPIN� INFo�rlaTloN S-3 scALE: Nrs DIAPHRAGM AREA (A BAY OR 8 RAFTERS. USE LSU2ro W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (5) 106 NAILS. r �� (1) SIMPSON L5TA12 INTERIOR 5TRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR VOLUME ,V ... INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) Irod TOENAILS AT AREA SEE FLOOR PLAN FOR (1) SIMPSON NETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, (U MSTA30 AT EVERY LENGTH & WIDTH BOTTOM CHORD OF BLOCKING UNO. = • DBL TOP PLATE FASTEN GAP TO CHASE w/ GABLE DETAIL (TYP) j Valle Set Attachment Detail OTHER STUD (32" O.G. - �0.131 x 3 1/2" R.5. NAIL5 12" I/2 GYP BD FLAT OR CATHEDRAL S-3 SCALE: NTs PRE-ENGINEERE PRE ENGINEER O.C. ALL-AROUND WOOD ROOF WOOD ROOF FM,4X,) FROM UPPER 8 MASONRY WALL W10) #5 TO LOWER TOP PLATE, REBAR CONT. IN TRUSSES TRUSSES WRAP TOP PLATE AS 'i /j'•% NOTE: GRO55 BRACING INSTALL 6IMP50N LU524 INTERIOR NEEDED FOR FULL �� 6' ' • KNOCKOUT COURSE KNEEWALL �1 ©° ALL BLOCKING TO BE MIN. EA. SIDE OF THE _ VOLUME NAILING. IF STUDS ALIGN i� WALL SHEATHING STUDS e MIN. ALL RAFTERS SHALL BE #2 PLYWOOD TO EXTEND TO NAILED PER REPEATED 48" O.C. TYP. CEILING JOISTS. JOISTS AREA STRAP SHALL EXTEND '0'/5-2 16" O.C. TO BE PER NOTE #I SOUTHERN YELLOW PINE � 24" BOTTOM OF WALL INSTALL (U FROM UPPER STUD TO / DBL 2X4 O.C. MAX. SECTION 51ZE SHALL M5TAM24 AT EVERY STUD (16 STRAP EACH PLATE CONT. BE DETERMINED ACCORDING O.C, MAX.) TRUSS (SEE LOWER STUD. 8'-0" (MAX.) TYP. Masonr Gable End TO THE LENGTH OF SPAN AS EMBED STRAP PLAN) O AT EACH TRUSS U1/ 51MPSON S.3 SCALE: NTs FOLLOWS: �: HT520 � 32" -Ir- $ Exfiended Bottom Chord Attachment Details w O.C. OR C51ro 2x4 WE) CONST. w TO ALIGNING FLASHING ALL-AROUND UP TO 0-g"0 -�__ 2X� S-3 SCALE: NTS 16" O.G. Lu STUDS BELOW SADDLE ATTACH THE CEILING FRAM -- SEE NAILING APA RATED SHEATHING. SEE NAILING 8'-0" TO 12'-0" -- 2X8 ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH l4) STUD X L AR NAILS 12'-O" TO 15'-0" --- 2X12 2x6 SOLE PLATE- TO EA. STUD ALL AROUND 15'-0" TO IS'-m" ---- 2X12 NOTES: GUT OUTSIDE EDGE ATTACHMENTS PERIMETER, IF ABUTTING I. ADJACENT NAILS ARE PLUMB TO ALLOW MASONRY USE P.T. 5YP #2 DRIVEN FROM OPPOSITE SOLID CONNECTION C5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO SIDES OF THE COLUMN w/ SHEATHING FASTEN CHORD TO ATTACHED WK4) 0.131 x MASONRY W/ 1/4 DIA. X 3 2. ALL NAILS PENETRATE a _� =K1 TO ROOF SHEATHING CHIMNEY APA RATED 1-0" . 3 1/2" NAILS e TAPCONS e roll O.G. MAX. NOTES / BLOCKING w 1/4" x EA. SHEATHING. SEE M4x INTERSECTING LEAST 3/4 OF THE m o m Q 5" WOOD SCREWS 6 4" CORNER NAILING SCHEDULE BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNE55 OF THE LAST O.C.ALL TOP CHORD ENG. TABLE FOR 6 2, FOLLOW NAILING PATTERN FROM THE 3. FOR14APN PROVIDE 114" N TRUSSES 6 24: O.C. ATTACHMENT. U.N.O. % APPROVED PLANS FOR SHEATHING 1/2" CEILING GYP BDy W/ ATTACHMENT SCREWS OR EQUAL (1) 51MP5ON L6TA12AG 5d COOLER NAILS I" O.G. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER (SPACE A5 SHOWN FOR 2xro BLOCKING FASTENED TO EACH END OF L OR EQUAL, DIAPHRAGM S FICATI N 5 INSTRUCTIONS 3-PLY) BRACE AREA (4 BAY OR 8 ft SPECIFICATIONS. # FRAMING w 4-0.131 x 3 112 4. ALL LEDGERS TO BE 2X SYP 2 AND SAME 4. FOR X PLY; PROVIDE 1/4 ROOF SHEATHING NAILS EACH END FROM MASONRY WALL) nn T Frame Down CI . DEPTH AS RAFTERS (PT AT MASONRY DIA. X 7" LAG SCREWS ° 2x4, 2x6, OR 2x8 CONTACT). OR EQUAL (SPACE AS 1 O.C. SEE FLOOR S-3 SCALE: NTS SHOWN FOR 3-PLY) _ PLAN FOR 51ZING OF PRE-ENGINEERED 5. REFER TO ND5 SECTION 0 1 g Fire lace Chase Detail STUDS TRUSSES a 24 O.C. FLAT OR CATHEDRAL 15.3 FOR ADDITIONAL It S_3 SCALE: NTS 2x BLOCKING 6 ALL 1 SHEATHING 5EAM5, (U SIMPSON H10A OR HTBIro USE EDGE NAILING SCHEDULE. NOTE: GROSS BRACING S APA RATED SHEATHING. SEE NAILING H ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. U.N.O.TYP. Frame Wall Gable End REPEATED 45" D.C. TYP, ENGINEERING S-3 SCALE: NTS 1'-0" M,4X PRE-ENGINEERED � HIN SEE NAILING UNBRACE WALL HEIGHT 12 5YP 8'-0" 2x4 16" c.c. 8'-8" 2X4 16" O.G. 9'-0" 2x4 16" Oz. 9'-4" 2x6 e 16" o.c. 10'-0" 2x6 16" O.G. TES NO: INFORMATION "TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LUMBER LARGER THAN MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD R.S. NAILS 0.131 x 3" R.5. NAILS 6 6" SCREWS 5TAGGERED 6 roll BE SUBSTITUTED FOR STAGGERED 6 6" O.G. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF ANY STUD WORK AT 16" ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR OC MAX. SPACING (#2 OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" 5YP MIN.)" 8" USE (3) ROWS. USE (2) ROWS a 6" O.C.. APA RATED SHEATHING. SEE NAILING SCHEDULE ,4 � TRUSSES e 24" Q D.G. Q APA RATED BHEAT G. SCHEDULE TABLE FOR ATTACHMENT. U.N.O. N 142 mph MAX., Ex . C Enclosed, Exterior Frame Wall Table T NailingSchedule for Built-U Columns &BEAMS TABLE FOR ATTACHMENT. U.N.D. SEE DETAIL A NOTE: THREE OR Q . 5-3 SCALE: NTS $-3 SCALE: NTS DROPPED ON TH15 5HEET (TYP) MORE REPEATED OMFRE65ION WEB SLOPING OR SEE EXPANDED GABLE END FOR OUTRIGGER IDENTICAL TRU55E5 �0�6� VERTICAL SHALL HAVE IAGONAL BRACES WHEN TRU55 4 STUD ARE ALIGNED 51MPSON TWIST N CT NOTE: CONTINUOUS 20'-0" 20'-0' BLOCKING 1. SEE TRUSS BOTTOM CORD IN 1 4 DIAGRAM (1) SIMPSON 2x4 BLOCKING 1/2" CEILING GYP BD W/ I D (AS REQUIRED BY ONTINUOU5 PERMANENT LATERAL STRAP TYPE CON E OR (HT5/MT5) MAY BE 1" S BR C G X MIN, L5TA12 5TRAP ATTACHED W/ (2) 56 COOLER NAILS 7 BGSI) BRACE (CLB) NAILED TO TRU65 4 STUD fRU66 NGIRER TRUSS ENGINEERING 48" O.C. 0.131 x 3 1/2" R.5. O.C. OR EQUAL, BELOW, NO 5PH4 15 WHEN STUD IS CUT SHEETS FOR TOENAILS EACH DIAPHRAGM AREA (4 NEEDED raj TH15 STUD. q NOT ALIGNED ADDITIONAL HETA 20 6 48" O.C. END, UNO. BAY OR 8 ft FROM MASONRY WALL) ATTACHED TO --PERMANENT DIAGONAL BRACE e o WITH A TRU55 NOTE: Qo AND/ORT A N ; PERMANENT BRACING-z THAT M`I BE REQUIRED. CLB DIAGONAL BOTTOM CHORD OF 1/2 GYP BD FLAT OR CATHEDRAL 1/2 CEILING NAILED TO OPP051TE SIDE OF WEB 5 S N6 TRUSS $R P IS AT 2x6 WALLS USE P BRACE A5 GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 8 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY ° 2, T BRACING MAY BE REQUIRED BY SHOULD BE REPEATED SPH4 CONNECTORS SHOWN. °°° ATTACHED TO USED IN PLACE OF BcSI NOTE: GR055 BRACING B APPROXIMATELY 2O' INTERVALS. AT 2xS WALLS USE SPHS STUD USE ll) CONNECTORS IN LIEU OF SIMPSON 5PH4 PERI"IANENT BRACING 8" MASONRY WALL ALL BLOCKING TO BE W/(U 05 REBAR CONT, Ix4 MIN. BRACING W/(3) 0.131 x SPH4 CONNECTORS SHOWN. OR 5P2 PROVIDED IT EXTENDS IN KNOCKOUT COURSE REPEATED 48" O.G. TYP. 3 1/2" NAILS s INTERSECTING FOR WALLS LARGER THAN OVER � !*EAST 9lOr4 OF Q- WE55 2x8, USE 51MP60N 5PI'5 ON TYPICAL HICA CONFIGURATION, DO NOT NAIL THE UJEB, EACH 51DE OF STUD TO THROUGH OTHER STRAPPING/CONNECTORS. BOTTOM PLATE 4 51MP50N REFER TO CONNECTOR NOTES FOR FRAME TO ° SP2'5 ON EACH 51DE OF TRUSS CONNECTIONS. 1 ' STUD TO TOP PLATES. C w c� m Gable Section - For Gable Less Than S3 CLB Dia onal Brace 20 Max Intervals Detas UN.O," -- TOP 4 BOTTOM CORD $-3 1 11 SCALE. NTS 4 -O High NOTE: SEE .TRUSS LAYOUT � GABLE END. BRACING � FOR ANY ADDITIONAL ±Frame Wall Truss Connection Detail R Gable & CI Bracin Dia ram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED SCALE: NTS $-3 SCALE: NTS (4) ROW5 OF TRUSSES looms in IRMO NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. U5E OR DOPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX EN6INEERIN6, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIA5ILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD 5E READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o � a LLI �zw W°<�w wzmW� N-0OQa � ` W wzuQRv_+ LLl d LL Ga';OOALLF oW$i0 > z�aW oG v_� M =Z00 zz 62R22Z N J w *t �a00z`-��m`0wa Z' lD (DRa =ti'- 3W 0 0 -' �o a zW>3: LL V IJJ� Zzf-� W Z wQaz wWza Q Q Ix LU Uj Ln °C o U 13 JM J1 o ch E LL.I Z NMN aC C. Ln200 o-m < 00 en LU d 0 Ln UI Z LL n Q - z 0 a lm � U J _J X Q Q v. Z � � Q- c t� oC•<0va � r U) 0 LU DATE Pi3_i�8-IS SCALE NOTE© DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 5�-142 D5L. 2 x 4 TOP PLATE 5IMP50N 5PH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM 5TRAP TO TOP 8 50T, CORD OF TRUSS, 51MP50N L5TA30 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X 5LOCKING a 5EAM5 d RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. A5OVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO 5E CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES F ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WE). HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER — COMMUNITY 5PEC5 OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 9Gl ELEYATION5 NOTE: "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'6 ON EACH 51DE OF STUD TO BOTTOM PLATE 8 51MP50N 5P2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES ,@24" O.G. MAX. 12 SEE ELE INSULATION 5AFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR Q EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP5ON 5PH4 a 16" O.C. EACH STUD (12) 106 NAILS EACH, �— D5L. 2 x 4 TOP PLATE SIMPSON 5PH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW SEE ELEVATION PAGES FOR SOFFIT e FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR 51ZE5 WINDOW SILL CAULK -1 WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. —1/2" GYPSUM BOARD 3/4" TeG GLUED W/ CONSTR. ADHESIVE 8 NAILED SEE SCHEDULE DETAIL ''0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.C. 2 x 4 50LE PLATE SIMPSON C516 OR SIMP50N M5TA36 -2 32" O.G. OR EVERY OTHER STUD, TYP., 5LOCK A5 NEEDED 2x4 *2 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 JO15T ( INSET) 2x4 FLATWI5E VERT. 5LOCKIN 6IMP50N HETA20 32" O.G. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJ015T5. 624'' O,C. NAILING IN STRAPS. ° MAX IF ATTACHED TO FLOOR 2x4 02 SYP RIM w/ (5) 0.131 x TRUSSES 3 1/2" NAILS EA. TRU55 J015T Ada 1/2" CEILING GYP. 50ARD SEE (INSET) NOTE ON N-1 PAGE FOR GARAGE APPLICATION SHEATHING TO 5E FLUSH W/ BLOCK IX P.T. PURRING HORIZ. SEE TRU55 LAYOUT FOR STRAPPING INFORMATION I x 6 P.T, CURTAIN NAILER a OPENING5 8" CONC, K.O. 5LOCK 50ND 5E AM POUR 50L I D W/ I - S RE54R CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST LONG. SILL 4" HIGH CONC. 5LK. 8" CMU PER ASTM-C 90, 1900 P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/5" GEMENTITIOU5 FIN15H PER F5CR 103.1.2 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE I x P.T. SUCK 5TRIP WINDOW SILL - CAULK e WINDOW ®II--1/2" GrtYP5UM 50ARD d tl tl ° C d a 4`CONC. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Typical Two Story Wall Section S 4 SCALE: NTS INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO 5LOCK COUR5E5 WITH 2-15 5AR5 CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRAGED LENGTH OF MASONRY WALL TOP) 15 LE55— THAN OR EQUAL TO 6'-(o" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPT,45LE TO USE A SINGLE KO 5LOCK COURSE WITH 2-05 5AR5 CONT, IN LIEU OF THE DOUBLE COURSE SHOWN IN TH15 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. BLOCK BOND — 5EAM POUR SOLID (2500 P51) W/ 2 - S RE5AR CONT. HORIZ. MIN. LAP -- 25'' WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE -CAST CONC. SILL 4" HIGH CONC. 5LK, 8" CMU PER ASTM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 MORTAR PER ASTM-C 210. ENGINEERED ROOF TRUSSES 624" O.C, MAX. 12 SEE E L Ev SEE ELEVATION PAGES OR ROOF COVERING DETAATHING " INSU5AFFAE ION INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 'a 16" D.C. EACH ago STUD (12) 10d NAILS EACH. ELEVATION Gyfn. BOARD 5/8" CEMENTITIOU5 / FIN15H PER F5CR 103.1.2 —WINDOW SILL CAULK 'a WINDOW —2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2'' GYPSUM BOARD INSTALL 1/2'' DIA. x 8" "J" BOLTS $ WASHERS W/ 5" IM5ED e 2'-0" O.C. (MAX.) CENTERED ON WALL. SIMPSDN 2x8 PT 50LE PLATE .w � i C. N 7J• �.` -• : W IX P.T. FURRING HORN. O j „J ¢ z • •; I x 6 P.T. CURTAIN NAILER a OPENING5 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK 5TRIP WINDOW SILL - CAULK a WINDOW 1/2" CzYP5UM BOARD 4 "GONG. 5LA5. SEE FOUND. PLAN A 7': G ° tl� ` FOOTING SEE tl FOUNDATION PLAN ° FOR SIZES & MORE INFO. r Typical Two Story Wall Section s-a W/O Floor System SCALE. NITS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o p 0 w aZ OQwp W C,Lu z¢a W r HI- Uu n. �D'" �O- O� �ugZZQ� V Q e-I ocpr. Z x CV CO 121ZZ 8,, z- f` - w Z W 00 Qh0h-� v*S.0P0z ZW21 shp22w.O 0 CUACJ F . ccpa0-x LL L J ppw �w�p�a� yy 2_wrzU* W W 7 Q w IL 0 ( J Z . Q H h U=uoYVZZ wc7w.w� a Z Z W 4 Q 2 W F w Q d J h wI J x im o a en FL- Ln to Z = rn N N 0- cn 1 00 Lu F- p 0000 M W N 00 Ln 0 Z,°ra Y Uj Z c+ri0 cc W 1 � 00 Q tJi LU g vi 0- O0a > Lo 0 ry fqr 0 0 -Jl U DATE 03_ld8-lS SCALE NOlE,D DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING @ 48" 0/C -- 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL 22ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP B BOTTOM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. SIMPSON 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 CHORD ATTACHED W1 (2) 0.131" X 3 1/2" COMMON TOE NAILS 51MPSON C516 OR MBTA36 STRAP FOR WALLS LARGER THAN NAILS, 32" D.C., EVERY OTHER 2x8, USE 6IMP50N 5P1'5 ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N FOLLOW TABLE BELOW 5P2'S ON EACH SIDE OF FOR APPROPRIATE STUD TO TOP PLATE5. U.N.O." SPACING 8 51ZE OF PIP LOOK JOIST -SEE FRAMING PLAN WALL STUDS. STUDS SHALL BE INSTALLED WEEP SCREED IN5TALLED PER MAX. 16" O.C., BEE MANUR SIMPSDN HETA20 6 32" O.C. MAX. 2x4 5.Y,P. 112 RIBBON 2"X4" CROSS BRACE W/4-10d 6 EA. FLOOR 6 48" D/C FOR THE TRUSS. 15T 2'-0" OF END WALL C516 OR MSTA 36 � 1/2 EA. END 32 O.G. (36 LONG) N INTO 2'� 4'IX3 BLOCKING FROM EA, STUD TO (2XI2) WOOD BLOCK OR FLOOR J015T DECKING 2x12 5YP 12 WOOD 3-0.131 x 3 1/2" EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR J015T WITH 5-16d TOENAILS. HETA20 32" O.G. ON THE Q 45" O/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP / SIMPSDN C516 43(o OR BOTTOM CHORD ATTACHED TO EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS , (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N75-3 FOR 5TUD INFORMATION BLOCKING. ---FLOOR JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE A5 DELINEATED ON THE PLAN SET, OR ATTACH TRU85E5 PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" B ALT. Frame/MasonryConnection #1 FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE $-5 SCALE: N7s NOTE: BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING A$ ADD 2X4 BLOCKING 0.131116-1/2" TOENAILS DELINEATED — M5T,43�o OR C61(o OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE SET. (MIN.STUDGRADE NOTE: 2"X4" CROSS BRACE HETA20 WHICH 15 NOT PROVIDE A MINIMUM AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 48" O/C FOR THE 1ST 2'-0" OF END WALL ALIGNED W/ TRU55 VERT. 2 PLY END STUD AT SEGMENTD of 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" EA. END WEB USING 2-0.131" X 3 1/2'' TOEEN,4IL5 'a EA. END. AT 2x8 WALLS USE 5PH8 „ INTO 2X4 BLOCKING INSTALL SIMPSON CSI6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. CROSS STRAPS WITH (1) 00, D.131"x3-1/2" NAIL AT EAC FOR WALLS LARGER THAN FULL DEPTH PASSING STUD AND 2x8, USE 51MP50N 5P1'5 ON BLOCKING SHEATHING EDGES 2x 5TUD5 BLOCK, IN M M AT EAC14 END D WITH 4 r TO EACH SIDE OF 4 SIMPSON BOTTOM PLATE SIMPSDN W/ (3) 0.�.131"x3-1/2" 1(0" TOENAILS EA. END D.C. TOP AND BOTTOM PLATE5/END 5TUD5. BP2'S ON EACH SIDE OF �� 2: „ CONSTRUCT WALL STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O. FLOOR 0 0 AS LOAD BEARING ,- DIAGONAL AND AT 45 DEGREES OR LE55 IN SIMPSDN 5PH4 70 2"x4" PANEL BLOCKING 48" O.G. FO JOIST WITH UPLIFT REF. RELATION To EA. STUD TOP $ THE FIRST 2'-0" OF END WALL FROM EA. (TYP) C/5-1. w HORIZONTAL. TYPICAL. BOTTOM OF WALL. ENE). (TYP) TOP & BOTTOM CHORD SIMPSON HTT4 OR � 1/2" DIA NUT op ATTACHED W/ (2) 16d TOE NAILS. EACH EQUAL NE) OF AT W1A x 1/8" DI WHEN CRO55 BRACE ANGLE UJI wABHER GREATER THAN 45' EXTEND PANEL l DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF ENE)THH READ ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE �/2" STUD 15 OVER A 1/2" DIA DIIA SPACING 4 SIZE OF 00 VOID SPACE, ANCHOR BOLT COUPLING WALL STUDS. STUDS INSTALL SOLID 2X SHALL BE INSTALLED JOINT TYP.BLOCKING BELOW. A.B. EXTEN51ON DETAIL a MAX. 16" O.C. N COUPLER NUT INSTALL 5/8" THREADED ROD IN SIMPSON SET DIA. 1/2 J-BOLTS OR WITH SIMPSON r;. 2"x4" CROSS BRACE a 48" O.C. FOR EPDXY OR EQUAL WITH 6" MIN 5Et EPDXY, 5" THE let 2'-0" OF END WALL W/ (2) 1066" EMBEDMENT, AT CRO55 STRAPPED SEGMENT, IF SHEATHING 15 EMBEDMENT 6 24" 2X4 RIBBON w/ 3-16d 6 EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) SEE ' WHEN GYPSUM WITH &D COOLER -; ; EA. iRUBB. WHEN ANGLE 15 GREATER THAN 45°, DISTANCE 15 GMU WALL - SEE FLOOR TRUSSES FLOOR PLAN FOR NAILS AT 7" O.C. OR 06 X N BOTTOM PLATE WITH (4)J 1 I/4" SCREWS 6" O.C. NAILS AT EACH PASSING CROSS BRACE e 48" O.C. FOR THE let 4'-0" OF END WALL. LE55 THAN 2'-0'' THE FIRST BAY TYP. MORE INFO. ALONG EDGES AND 12" O.C. TRUSS OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRUSS/RIM JOIST AT 4" o.G. ALL NAILS TO BE GYPSUM, SEE NAILING 0.131"x3-1/2" MIN. TYPICAL. SCHEDULE AT O/52. SEEN'/5-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER To TYPICAL 2-5TOR W/ 12-BcIX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD Cross Strapping Detail ° ALT. Frame/Mason Connection #2 Floor Truss Parallel To Br Wall A 2X4 BEARING x x $-5 SCALE: NTS S-5 SCALE: NTS $-5 SCALE: NT$ WALL W/ 5TUD5 / � 16 " O.G. 71/16 APA RATED WOOD SHEATHING SIMPSON I 9SONN 5PH4 � ifs NOTE: "AT NOTE: "AT �.'``� •••.....VTUD 2x(0 WALLS USE 5PH6 2x6 WALLS USE 5PH6 ,;� ,.� ;• CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF ©;cp� u PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55E5 5PH4 CONNECTORS SHOWN. TRUSSES V24" O.C. 5PH4 CONNECTORS SHOWN. TRUSSES a24" O.C. : Y e 2 ° ....�I -� FLOOR J015T AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE 5PH8 .. • LU � -k c . <CONN= U OF CONNECTOS IN RS CCTORS IN ' s(' O i :. Z �% 5PH4 SHOWN. THAN SPH4 ONNECTORS SHOWN. FOR WALLS LARGER THAN 4 � ^, FORWALLS LARGER 2xUSE 5IMP50N 5PI'5 ON INSULATION PER ENERGY CALGS 2x8, USE SIMPSDN 5P1'5 ON INSULATION PER ENERGY CALGS �i�s�6,d•.""' -CEILING BOARD PER ARCH. PLANS EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON „ I/2 GYPSUM CEILING BOARD EACH 51DE OF STUD TO BOTTOM PLATE SIMPSON 1/2 GYPSUM CEILING BOARD Q a�*` 5P2'5 ON EACH BIDE OF HURRICANE ANCHOR -' EACH TRUSS 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR @ EACH TRU55 STUD TO TOP PLATER. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HT516 W/ 1 To 3-0.131 x 3 1/2" R.5. TRUSS 2X4 BLOCKING w/ \�Z NOTE: "AT 2x6 WALLS USE 5PH6 DBL, 2X TOP PLATE DBL. 2X TOP PLATE 5O BTTOM PLATE TOENAILS PRE-ENGINEERED CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 2x4 SOLE PLATE PROVIDE (2) 16d 5PH4 6 EA. STUD 2x4 SOLE PLATE PROVIDE (2) 16d 5PH4 a EA. STUD HANGER PER TRU55 MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF COM 0 EACH TRU55 I/2" GYPSUM GOM a EACH TRUSS 1/2" GYPSUM Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN SIMPSDN G516 W/ MIN (22) 10d 3/4 T4G GLUED W/ CONSTR. ADHESIVE SI l"1P50N C516 W/ MIN (22) 10d „ 3/4 TeG GLUED W/ CONSTR. ADHESIVE H S-5 2x8, USE 5IMP50N 5P1'5 ON COMMONS MIN. EACH END) 11050 MAX s 24" O.C. MAX OR d NAILED SEE SCHEDULE DETAIL "0" COMMONS (12 MIN. EACH END) 1105# MAX 6 24'' O.C. MAX OR " " 1 NAILED SEE SCHEDULE DETAIL 0 SCALE: NTS EACH SIDE OF STUD TO BOTTOM PLATE SIMPSON EACH STUD WRAP UNDER TOP ON SHEET 5-2 EACH STUD WRAP UNDER TOP ON SHEET 5-2 5P2'5 ON EACH SIDE OF PLATE (15t FLR) PRE ENGINEERED WOOD PLATE (ISt FLR) PRE ENGINEERED WOOD STUD TO TOP PLATE5. FLOOR TRUSSES 6 24" O.C. FLOOR TRUSSES 24" O.C. EXTEND SHEATHING TO U.N.O." 2x4 #2 S RIM w/ 2nd FLOOR BOTTOM OF BEAM OR GIRDER 16d NAILS EA. TRU555 JOIST ( INSET) 6d NAILS EAI. TRU55) J015T ( INSET) WALL 1/2" GYPSUM BOARD -- 1/2" GYPSUM BOARD - ----_�_ 2X BEARING WALL W/ 5TUD5 1�O° C.C. PROVIDE (3) 0.131 X 51MP5ON MT816 3-1/2" TOE NAILS AT EACH FLOOR TRU55 PRE -ENGINEERS 7/16 APA RATED RE -ENGINEERED FLOOR TRUSS TO WALL BELOW 1/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - FLOOR TRUSS ��WooD SHEATHING FLOOR TRU55 DOWN DRAG FINISH BEE NOTE ON N-1 PAGE 11116" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2 TOENAILS � DBL. 2X TOP PLATE w/ SIMP50N 6PH4 FOR NAILING PATTERN pBL, 2X TOP PLATE w/ SIMPSDN 5PH4 EA. END 16" O.C. w/ (12) 10d NAILS EACH 16" O.C. w/ (12) 106 NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR JOIST WITH 3-0,131 3 I/2" NAILS 1/2" ANCHOR BOLT os 24" 1/2" ANCHOR BOLT o 24" x O.C. W/ NUT 6 2" SQUARE O.G. W/ NUT 4 2" SQUARE 5IMP50N C516 5IMP5oN G516 SA. STUD PT 2X ROT. PLATE w/ BY I/8" WASHERS PT 2X BDT. PLATE w/ BY 1/0''WASHERS W/ MIN (22) 106 TO BASE OF 2x4 SIMPSON 5PH4 f EA. 51MP50N 5PH4 f EA. COMMONS (11 RIBBON BELOW 51MP5oN HT516 STUD w/ (10) 10d NAILS STUD w/ (10) 10d NAILS MIN. EACH END) EA. TRU55 EACH 4"GONG. SLAB. SEE EACH 4"GONG. SLAB. SEE •.a FOUND. PLAN FOUND. PLAN BEAM / GIRDER SIMPSO HETA20 REFER TO TYPICAL 2-5TORY WALL SECTION FOR INFORMATION NOT TYP. LOAD 6EARINCx WALL w/UPLIFT a °4 FOOTING BEE FOUNDATION a 4 ; °a FOOTING SEE FOUNDATION 2x ROT. PLATE W/ 2-0.131 x 3 I/2" PRE-ENGINEERED FLOOR TRU55 GMU WALL-7 SHOWN ° PLAN FOR SIZES 4 MORE INFO. « PLAN FOR SIZES d MORE INFO. NAILS (o" O/C 4. 4, Cantilevered Floor Truss Over Wall $-5 SCALE:NTS T ical Two Story Interior Bearing Wall Section Two Story Interior Bearing Shear Wall Section Second Floor Frame Connection @ Girder A DTypical $-5 SCALE: NTS $-5 SCALE: NTS $ 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. 05E OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC,. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK �' o z Q a^ OZdu�in W �20p Whzz� W owu.p �D0ad ��EuD LL Uo: W W LA: a o y = L. 2 = N SOa~ ~�OC�aZ r W 00 z�o QW N Z WD cc �0� x�axzW Q O LU -�'. cc r`o wwg>aa~ U_ L7 J [a a'-cL1�y0Uj =wZxQ LL y �j tJ l9 w J Z �W'- 1w Qw' �Wgaa Q 4dE WIaW- Cc LU co CL � o a en J I (' IW- to LI.I N Z_ NMN a. J to J 00 M �M w N �o 3:Ln 00 Z O a Q Y LLJ V X ¢ �oq ¢LL W g vi �- 0 c) > tD 0 U) 0 0 -Jl DATE 03-27-10 scALE N07'E:D DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: I !I DRYWALL OVER FU1 BLOCK W I1/16x11/16 COVE MG (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW ---,� PER PLAN) COMP051TE WINDOW BILL SQUARED DETAIL — EDGES Ix6 TRIM BEAD BOARD PANELING DRYWALL FINISH — OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL--,,, BELOW LINE OF TRIM -- BELOW COMPOSITE WINDOW SILL EAD SILL lx6 TRIM DRYWALL FIN15H PLAN OVER FURRING ON BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE, P : P•0- 5HIM A5 I REQ'D. _4" 5HIM A5 1'-4' REQ'p.--XXF 1 i INVERTED 2 114" I" DOOR CASING (036(p) STD. 2x 5TUD5 (PER STp. BASE PLAN) EASE CABINET CABINET I/2' DRYWALL 3 1/4' BASE BD. (0366) QUARTER QUARTER ROUND ROUND CALI. TOP HIGH. 5CALE: 1/2'-- I'-0' ELEVATION LINE OF WALL BELOW (NICHE LINE OF CA51NG PER PLAN) BELOW -- COMPOSITE WINDOW--,' BILL PLAN WINDOW )ETAIL . �i. �f.r 1/4' ODOR CASING ("36(0) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DERAIL PLAN SPECIFIC PER PLAN SCALE: I'`I'-V '�- INVERTED 2 1/4' DOOR CASING (03(o6) 2x 5TUD5 (PER PLAN) 1/2' DRYWALL 3 1/4' BASE BD. (036(o) BAR TOP - 5CALE: 112" : 1'-0" TILE TO 8 W. GORIAN TEMP. GL. ENCLOSURE WRAP IN CAP g" W. GDRIAN UJINDOW I/2" DRYWALL BELOW GAP CAP TILE FIN15H 2x 5TUD5 (PER TILE FINISH I� OVER WATER OVER WATER PLAN) �I RE516TANT RESISTANT I� I� �I WALL BD. WALL BD. 1/2' DRYWALL I I SHOWER BATH �i SHOWER SHOWER 3 I/4" BABE BD. I� �I BIDE (366) I SECTION PLAN SHOWER LOW WALL 5CALE: 1/2'- 1'-0" TEMP. GL. ENCLOSURE 1" 5TD. Z" VAINTY M CABINET O 5' W. CORIAN CAP 2x 5TUD5 (PER PLAN) \-- 3 1/4" BASE BD. (036(0) VANITY LOW WALL SCALE: 1/2' : I'-0" VERIFY TOP ILE (WINDOW PER PLAN) COMP051TE WINDOW - BILL SQUARED DETAIL — EDGES INVERTED 2 1/4" --- DOOR CA51NG (036(o) DRYWALL FIN15H — OVER FURRING ON BLOCK WALL (WINDOW PER PL4 LINE OF I BELOW IAN SILL )JECT 1/2' OUT :ECEIVE FILE) LINE OF c BELOW COMPO&,� SILL SHOWER WINDOW 5CALE: 1/4': I'-0' SILL ELEVATION 'WALL FIN15H PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: P . P•0' WINDOW )ETAIL 1/4' DOOR CA51NG ("36(o) FLOORING / 5,45E BOARD NOTE: WHEN TILE FLOOR 15 5ELECTI=D ONLY' 5A5E BOARD 15 IN5T,4LLED. WHEN WOOD FLOOR 15 5ELECTED 5,45E BOARD AND 5HOE MOULD ARE IN5TALLED. Ix JAMB (B1-P,4BG DR5. PEF PLAN) DRYWALL FINISH OVER 2x WALL. (SEE PLAN) 2 1/4" DOOR CASING (036(o) HELD DOWN 0" 1/2' WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (5I-PA56 DR5. PER PLAN) PLAN) I/2"--�JI 2 1/4" DOOR CASING (0.3(o6) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: I'- P-V MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP BLAB STEP AND C DRYWALL TRANSITION 3 1/4' BABE BD. ("3(06) TYP. BASE BD. AT GARAGE / MAIN HOUSE 5 1/4' CROWN 3 ("45) 5 1/4" CROWN 8G4E: Po 14' Ix8 ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' BASE Bp. ("366) 2x6 WALL 36' OR 42" HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: I'- r m, IxIo ROUNDOYER W/ ROUTER WHITE PINE I/2' DRYWALL m 31/4' BASE BD. (0366) 2x6 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN ♦" N 0 M 0 ' h 'w W co Lo m 9 E 160 i■ 0 q . C 0 °° 1000 "4 a •JOB NUMBER 22066• GAD RLE 7EZW FU-1U-U-ffi ISSUED 06-16-16 REVISED 07-07--16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP 00 STATE STA.EE'T EASC OLDSMAR. FLORIDA 3*77 813. 925.1300 T UL 813.925.1800 FAX W W WJDAVISBEWS.COM TAMPA • nENVER- -.•^�- EST. 1994 �--- TRIM 1111E TYPICAL 1R/M DETAILS • SHEET • NOTE: DR4UJING6 ON 11 "x1T" 6HEET WILL 5E ONE H,4LF THE &C,4LE NOTED TRIM DETAILS LJ-1021 STANDARD - 42" H. ROSETTEKNEEWALL (OPT. LJ 6010 LJ RAILING SHOWN) NEW L NEWEL POST Ix6 PAINTED BASE PLATE 3 1/4" BASE wl LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ-4045 LJ-4040 P06T NEW L PC NEWEL Ai PC- _ _ OPT. L1N-MG2KNUC44 == WROUGHT IRON BALUSTERS LJ-1021 -lx6 PAINTED BASE ROSETTE - PLATE LJ-6013 lxl2 SKIRT 3 1/4" BASE RAILING - BOARD AS APRON LJ-5015 WOOD 5ALU5TER5 BASE (3 PER TREAD) MOULD STANDARD - LJ-8O14MR1 Ix12 SKIRT TREAD FOR CARPET BOARD _ (OPT. LJ-8010 SERIES TREAD SHOWN) LJ-8095 OAK 1x8 PAINTED LINEAL COVE RISER MOULDING LJ-8013MR1 BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3016 RAIL AND POST FASTENER GENERIC SWITCHol_%CK11 STAIR DETAIL N.T.5. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO 15E INSTALLED IN SAME ORIENTATION AS 5 1/41' LANDING TREAD LJ-8090-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" I SELECT 2 1/4" STRIP FLOORING-? STRIP FLOOR LJ-809O-5 OAK 5 1/4" LANDING LJ-4042—` TREAD % NEWEL P05T IL- LJ-8010MRI OAK TREADS -7 LJ-6010MRI OAK TREADS SEE GENERAL STAIR NOTES RAILING LJ-8010MR2 - OAK TREADS RAILING LJ-4042 NEWEL P05T GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN N.T.5. STANDARD - 42" H. KNEEWALL (OPT. LJ-(o313 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS .�°/ky .4' LJ-4040 NEWEL POST f \''�� LJ-4040 NEWEL P05T SECTIONU, CUT THRU� 'S `�� ; �,� BOARD T Ix6 PAINTED BASE PLATE WALL `;�j 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 --� �� 6-TURN BASE MOP p STANDARD - LJ-8014MR1 LJ-5315 WOOD - TREAD FOR CARPET 5ALU5TER5 (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8395 OAK 1x8 PAINTED LINEAL COVE RISER MOULDING 5A5E----�"` -- LJ-8010MR1 PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN06E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER 5TART5 WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE 511DE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL5 - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. M05T JURISDICTION5 DO NOT REQUIRE HANDRAIL5 AT LANDINGS. (o. BALUSTERS (WOOL) OR METAL) AT STEPS- FIN15H AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FIN15HE5 - ALL OAK HA5 CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -GOAT AS WELL. OPTION UPGRADE5 FOR STAIN COLORS. 9. ALL WOOD R15ER5 TO BE PAINTED WHITE. 8" QAK D LJ-8014MR1 ���`����������������������� ``--FULL HT. WALL TREAD LJ-8010MR2 CARPET STARTS TREAD AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL P05T GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.5. Ix12 SKIRT SECTION BOARD CUT THRU.0 WALL `y LJ-6010 RAILING LJ-1041/5 GBAP 6-TURN = MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 5ERIE5 (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE PER TM LEVEL Ix8 PAINTED R15ER 3 1/4" OR 5 1/4" Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL P05T BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL LJ-5015 WOOD BALU5TER5 (3 PER TREAD) LJ-5010MRI OAK TREADS LJ-6095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD 6 AIF d1 IGN,, TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO SCALE LJ-404 42" H. LJ-1021 NEWEL RAILING R05ETTE POST LJ-6010 36"" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) NEWEL2 WOOD TREAD P05T lx12 SKIRT BD. !Y BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. M&I 3/4" MIN. HOLE DEPTH -- FOR BALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING __'� LJ-6313 RAILING LJ-4042 NEWEL P05T LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w w cv ry m v LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.S. ZZ LJ-5315 LIH-HOLI5A5K44 LIH-HOL28A5K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.5. LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.5, I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ-4042 NEWEL P05T LINE OF ol BASKETS TO / BE PARALLEL TO TOP RAIL / LIH-HOL28A5K44 (DOUBLE BASKET) LIH-1401-I8A61<44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE ME"fAL BALUSTER INSTALLATION DETAIL NOTE: DRAWING& ON 111IxI7 SHEET WILL 5E ONE HALF THE 6CALE NOTE 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 Jt LINE OF -"G KNUCKLES TO / BE PARALLEL TO TOP RAIL , LI14-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ, SPACED) TYP, LEVEL 1 DECORATIVE M ETAL 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 P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALU5TER5 (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS FFFII x c 1 0 M w Nm Nti I �mti M IV L `d• 0 0 cc 0 °° 00 <n M I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWMR, MORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVEM Z ; EST. 1994 OLI � STAIR « 71XE TMCAL STAIR DETAILS • SHEETSD •