Loading...
HomeMy WebLinkAbout576 Red Rose Ln 18-2395 (a)LOT 231 - THORNBROOKE 40's ANASTASIA GARAGE RIGHT ELEVATION "TRADITIONAL - cif TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5UB-1`45CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, CONCRETE DRIVEWAY, LEAD WALK, ENTRY AND ACRYLIC AT LANAI. Irl":CORD (101111y REVIEWED FOR CODE !COMPLIANCE FLANS EXAMINER DATE. SANFORD BUIL-DIN DIVISION A PERMIT ISSUE=D 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, NOF, SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL. FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verif'iec/ at Slab Inspection #1 $_ 23.05 REDRAW NOTES 05-15-18 CREATED LOT 5PECIFIG PLAN FOR LOT 231 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL -C", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: RAILING AT MAIN AND UPPER FLOOR5, POCKET SLIDER, FRONT DOOR GLA55 INSERT, PAVER DRIVEWAY, LEAD WALK AND PORCH, RADIANT BARRIER, VENT HOOD / MICRO TO OUTSIDE; LAUNDRY TUB, WATER 5OFTENER PRE -PLUMB, 5HOWER AT BATH 3, INJECTION MA50NRY FOAM INSULATION AND R 38 INSULATION. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR -C" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 CON TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -FOUNDATION 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 AND 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 FB.C.R - 6TH EDITION (2011), NOTE: ANY DIMENSIONS AND/OR CALLOUT6 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CON511DERED "NOMINAL DIMEN51ON511. ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE56 OTHERW15E 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 MC. -BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RE5I1DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X11 GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE56 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023.5. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO510N-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 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R - 6TH EDITION (2011) 8103.12 AND ASTM C 926. PER FB.C.R 6TH EDITION (2011) R103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT 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 RE615TIVE BARRIERS INSTALLED OVER WOOD 5A5ED SHEATHING SHALL INCLUDE A WATER RE616TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PEREB.C.R 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM 0 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A6TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 6F, AND DELINEATE AREAS NOT MORE THAN 100 5F, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FL45HING: 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-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 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 CORRO510N-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW I1\15TALLATION: 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 SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE56 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/611 THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 45PHALT 5HINGLE6 (IF APPLICABLE) 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT 6HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b AND RW5216.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND 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, A6TM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, A6TM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 6TH EDITION (2011) RW53 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 83012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R. - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR A6TM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 16 DETERMINED IN. ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS IIS, I19 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (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 16101-011 AWAY OR CLOSER. TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1208, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS, IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U61NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. ND TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDEN5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE65 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 FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE 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 6E PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 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 5UPPORT5 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 CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, EXHAU5T FAN5 AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE 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 (lb 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 TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE ?0 APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REV151ON5 OR CHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 `011111 ! 1/il s� +�'•� 00 bd��� oe I wrrwr • x 150 STATE STREEC EAST OLCaSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAXW W W.DAVISBEWS.COM TAMPA • LaE1VVER. C N OD O cq 0) CON 6 m j r 100 a po 0 0 th m Zq,' WNrn • JOB NUMBER — — CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED me 01 ■wrn l� �111111 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 I. MEISHEID, P.E. #83217 I 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 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 VU J Now W0 c) C Cly f"VOO OC0 O 001 J �./Ir111..IIIIIIiI�IMM1.1�4111 2582 • TITLE • GENERAL NOTES REVISION LOG • SHEETcov • DAVIS BEWS DESIGN GIiOVP 150 STATE STREEC EAST OLCaSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAXW W W.DAVISBEWS.COM TAMPA • LaE1VVER. -� EST. 1994. �./Ir111..IIIIIIiI�IMM1.1�4111 2582 • TITLE • GENERAL NOTES REVISION LOG • SHEETcov • 11 II 41-411 41-811 4'.811 811 4'-811 41-011 11.011 5'-411 5'-411 4'-411 4'-1011 LJ VV %%// 2-6TORY I-6TORY FOOTING FOOTING 8 4'-01' 41.411 INDICATE6 I -15 VERT. REBAR IN MA6ONRY CELL FILLED $OLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 41-811 41-811 151-0" 41-611 8" GJ1.U.— WALL ABV: 31-1011 7V 3.2 PITCH 1/8" / FT. a � } m 111 ... 1'-411 I'-811 L TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5UBTERRANEAN TERMITE$ PAVER DRIVE / LEAD WALK ELEVATION (-) 0'-4" INDICATED ON THI6 PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.AMD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 6LA5 ELEVATION A5 REQUIRED 5Y FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO 61TE PLAN $USMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THI5 PLAN, ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINI6H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE61GNATION A$ SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.G. VERIFY THAT DECO DRAIN FOOTING LEGEND: 15 IN5TALLED AT PLANTER$ BETWEEN WALKWAY AND GARAGE 1=1 12" DEEP x36"x36" GONG. FOOTING W/ (4) I5 BAR6 EACH WAY. F2 12" DEEP x24"x24" CONC. FOOTING W/ (3) 05 BARE EACH WAY, P3 20" DEEP 60"60" GONG. FOOTING W/ (3) 05 BAR$ EACH ANDREW J. MEISHEID, P.E. #83217 ]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), w x ep cA Y) 11111111110 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ co ■ ■ ■ ■ ■ d' HJ c�ll � M Ime U L -d Q 0 L 0 900 C) ce t 0 Q400 v= 8„ 811 G.C. VERIFY ACRYLICF3 ON LANAI � Lo 50 GAL. I Ir- - -� I W.H. 1-51'ORY FOOTING ll'YPJ ■ I n PRE -PLUMB i 20" H. x 16" W. GONG, MONO -FTG. W/ WATER SOFTENER i 2 - +5 CONT. KEBABS PROVIDE WIDEN FOOTING 8" AT II 4J LOOP AND DRAIN 25" MIN. LAP WHERE SPLICED AND POCKET SLIDER AND III [°] I`" 16" W.x16" DEEP FTG. J WIRE TOGETHER BOTT. OF FTG: ADD lU "5 REBAR I 31-10 I IU - W/ 2 - 05 CONT. II - 9 I 3 -9 SHALL BE 12" MIN. BELOW GRADE 20.0 8 OL ELEVATION AT 04" (A66UMED) I I /\ IIS OF REF. Lu LAI°' " 3.5" THICK, 2500 OR 3000 P.6.1. CONCRETE SLAB ON GRADE W/ 16 W.XI6 DEEP FTG: SLAB CJ. i CJ. 3 PITCH 6x6 WI.4xWl.4 MESH OR FIBER = W/ 2 - "5 CONT. �__ -- --------------------t------------------ - a a I/8" / FT. Dc ME6H OVER 6 MIL. VAPOR ON CLEAN, WELL CO PROVIDE WATER '�r. LINE FOR ICE MAKER / PITCH oL `ten v 811x8" FTG. W/ I "5 n BARRIER COMPACTED, TERMITE TREATED, /� TO DRAIN . CONT. ITYP. AT LANAU u GRANULAR FILL. / � G ;9 �� M } i 6 4'-4" 5'-411 �� NOTE: `� / 61 - 7- i u' ■ ■ ■ ■ ���� /1L//1 L// 0 ALL SLAB ANGLES ARE AT 45° (U.N.O.) N I a _ — 21'4" 1 ■ 3 n, 16" WAT' DEEP FTG. W/ 2 "5 CONT. 5 - ::' 1.3 F1 ` / O LT' 18'-611 i o V-5" AIR HANDLER Z-570RY FOOTING (TYR) � 1=4 / �/" I �LINE5 FROM UPPER FLOOR 16" W.xl6" DEEP FTG. W/ 2 - '5 CONT. 31_g � 51 211 5.g�1 � i 4.01 41-411 � 20" H. x 20" W. GONG. MONO -FTG. II W/ 3 -'5 CONT. REBAR5 PROVIDE 25" MIN. LAP WHERE SPLICED AND C 11 I 3/4" CONDEN6ATION `" DRAIN BY PLUMBER a' 3/411 RECE55 ■ `A ■ ■ ■ ■ - ��I FOR ENTRY pR. I $TORY WIRE TOGETHER, BOTT. OF FTG. `v 8" TNIGKENEq EDGE I I �' 10'-1011 12'-1" _ I $HALL BE 12" MIN, BELOW GRADE= FOR SHOWER RECE$$ I I _ FOOTING 28'-911 W/ I NO. BAR DONT. -. ( I 10'-1011 41' P.V.C. 81.111 21-811 2 /Al, 5 20'-11" 2' -III I' 8" 3' 10° LAY. 3'-6"x3-6" A/C PAD ($EE MEGH. I I r - _ I I I r" / � 51-411 811x8" FTG. V I -15 CONT: (TVP. AT ENTRY) I CONTRACTOR FOR LOC) I 6, TILE SHOWER �I �^ AIR HANDLER I oG I I b ■ eo 19' 0" PAVER$ - - - (- `- - g4 ■ '� 3/4" CONDENSATION A DRAIN BY PLUMBER 6EAT RECESS ABY. 21.011 �I I LINE$ FROM UPPER FLOOR ISI r - �^ \ 5I -6R r-I^A�f:/ -� �1 /� ■ cv I I I-/7111 I I-/1111 YYJJ VJ. iv \ �■ -' ■ ■ ■ ■ ■ 81' G.M.U. WALL, ■ Ie ■ ■ ■ ■ ■ INDICATE6 I -15 VERT. REBAR IN MA6ONRY CELL FILLED $OLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 41-811 41-811 151-0" 41-611 8" GJ1.U.— WALL ABV: 31-1011 7V 3.2 PITCH 1/8" / FT. a � } m 111 ... 1'-411 I'-811 L TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5UBTERRANEAN TERMITE$ PAVER DRIVE / LEAD WALK ELEVATION (-) 0'-4" INDICATED ON THI6 PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.AMD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 6LA5 ELEVATION A5 REQUIRED 5Y FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO 61TE PLAN $USMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THI5 PLAN, ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINI6H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE61GNATION A$ SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.G. VERIFY THAT DECO DRAIN FOOTING LEGEND: 15 IN5TALLED AT PLANTER$ BETWEEN WALKWAY AND GARAGE 1=1 12" DEEP x36"x36" GONG. FOOTING W/ (4) I5 BAR6 EACH WAY. F2 12" DEEP x24"x24" CONC. FOOTING W/ (3) 05 BARE EACH WAY, P3 20" DEEP 60"60" GONG. FOOTING W/ (3) 05 BAR$ EACH • JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REWSED ANDREW J. MEISHEID, P.E. #83217 ]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), w x DAMS BEWS DESIGN GROVP Y) 11111111110 N ro in � aD EST. 1994 0 NW. z d' HJ c�ll � M Ime U L -d Q 0 L 0 900 C) �(nM ce t 0 Q400 v= Lo • JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REWSED �1111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 �11 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ]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. DAMS BEWS DESIGN GROVP Y) 11111111110 150 STATE STREET EAST OU MAK FLORIbA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.C,OM 'TAMPA • 5'ESJ FL EST. 1994 �1111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 �11 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ]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 Y) 11111111110 qqj— z O C) ce WAY. .�.�1wI1.I�Iq.IM1111111M4M�..�/1• F 4 12" DEEP x30"x30" GONG. FOOTING W/ (3)115 BARS EACH ' WAY. 2582 THE FOUNDATION 5Y5TEM HA6 BEEN DE51GNEID U51NG A MINIMUM • 501L BEARING CAPACITY OF 2000-P6F (R401.4. I F5CR). • TI TLE • FOUNDATION PLAN OPT. ALT. DEN ■ INDICATES 105 OPT. POCKET S.G.D. OPT. O. D. K. ♦ INDICATES 2'5 0 • FOUNDATION PLAN SHEET SCALE: 1/4" - 11-011 GARAGE RIGHT u. • 1, ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER RE.C.R - 6TH EDITION (2011). * * * * * * SHIM A5 TYPICAL MASONRY 13'4"x34" A/C I PAD (SEE MECH. I WINDOW SCHEDULE CONTRACTOR FOR LOC.) I FAMILY ROOM WINDOW WIDTHS �c 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS 2011 27" 3 711 5311 – S" PRE-ENGINEERED CONCRETE LINTEL 15 PLAN) WINDOW CALL -OUTS v 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN to BAR. CABINET 6, 1/16 O.S.B. 0 2611 ul) 12 5H 1/2 32 5H 22 5H 32 5H W TOP SCALE: 1/2" - I'-0" EACH END WITH (1) SIMPSON LSTA15 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE N BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. O _ 3911 013 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H 6311 g 15 5H 1/2 35 5H 25 5H 35 5H 12" � 1 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOWS, uj WINDOW 51XE5 AND INSTALLATION MAY VARY PER 8MANUFACTURER AND 5PECIFICATION5. z • REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CASEMENT- G5MT, OR FIXED GLA55- F.G.) 1, ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER RE.C.R - 6TH EDITION (2011). * * * * * * TVP. ARCHWAY ASCALE: 1/4" - I'-0" VARIES (SEE PLAN) BOTT. OF LINTEL' AT 84" AFF. D SHIM A5 7777, OPEN TO 13'4"x34" A/C I PAD (SEE MECH. I PAD (SEE MECH. (CONTRACTOR CONTRACTOR FOR LOC.) I FAMILY ROOM – 8" K0. BLOCK FILLED W/(U to BAR CONT. OVER CASING 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WIM 05 BAR, 2x STUDS (PER GROUTED SOLID. STD. – S" PRE-ENGINEERED CONCRETE LINTEL 15 PLAN) FILLED W/lU BAR. v 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN to BAR. CABINET 6, TVP. ARCHWAY ASCALE: 1/4" - I'-0" VARIES (SEE PLAN) BOTT. OF LINTEL' AT 84" AFF. D 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2x12 "2 SYR • ALL 5TRINGER5 TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • •• STRING AER MA5UONRY/CONCNNING C.. WITH 1/LLL � DILA x 3" TTAPGON5BAT 8'"OCASHALL BE ATTACHE: . STAGGERED ALONGpHE LENGTH OF THE STRINGER (USE PT AT MA5./CONCJ. •• 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 COAT CONC. WCN FLOOR: FOOT TO /4" DIA. 3"APCON5 AT 12" 0.0, •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" OC. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2)0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: to JOISTS TO BE 26 " 5YP, MIN, AT 16" O.C. to IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 l 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• 1F LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015TWITH (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 J015T TO KNEEWALL TOP PLATE. to LEDGERS TO BE 2x8 WITH: a• (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCONS AT 8" D.G. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ATTACH • •• THE SPECIFICATION ISTS TO LEDGERS OR M WPHANGERSITH SIMPSON LU52b REQUAL. ON L15TED ABOVE OR MINIMUM MSPECS.SUBSTTtUONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * IE PEEL (OR SKIP TROWEL EXTURE. INTERIOR (COLOR 35) FLAT LATEX DOWN (OR SKIP TROWEL) L.G11-11`0..1 TEXTURE -INTERIOR TM WHITE FLAT LATEX CEILING PAINT �C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION I a SCALE: 1/211 - 1411 DPT. SHIM A5 3'41`64" A/C I 13'4"x34" A/C I PAD (SEE MECH. I PAD (SEE MECH. (CONTRACTOR CONTRACTOR FOR LOC.) I I FOR LOC.) I – 8" K0. BLOCK FILLED W/(U to BAR CONT. OVER CASING 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2x12 "2 SYR • ALL 5TRINGER5 TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • •• STRING AER MA5UONRY/CONCNNING C.. WITH 1/LLL � DILA x 3" TTAPGON5BAT 8'"OCASHALL BE ATTACHE: . STAGGERED ALONGpHE LENGTH OF THE STRINGER (USE PT AT MA5./CONCJ. •• 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 COAT CONC. WCN FLOOR: FOOT TO /4" DIA. 3"APCON5 AT 12" 0.0, •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" OC. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2)0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: to JOISTS TO BE 26 " 5YP, MIN, AT 16" O.C. to IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 l 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• 1F LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015TWITH (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 J015T TO KNEEWALL TOP PLATE. to LEDGERS TO BE 2x8 WITH: a• (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCONS AT 8" D.G. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ATTACH • •• THE SPECIFICATION ISTS TO LEDGERS OR M WPHANGERSITH SIMPSON LU52b REQUAL. ON L15TED ABOVE OR MINIMUM MSPECS.SUBSTTtUONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * IE PEEL (OR SKIP TROWEL EXTURE. INTERIOR (COLOR 35) FLAT LATEX DOWN (OR SKIP TROWEL) L.G11-11`0..1 TEXTURE -INTERIOR TM WHITE FLAT LATEX CEILING PAINT �C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION I a SCALE: 1/211 - 1411 DPT. SHIM A5 AIR SWITCH REQV, FOR D1510. eW 1" IA – 8" K0. BLOCK FILLED W/(U to BAR CONT. OVER CASING 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WIM 05 BAR, 2x STUDS (PER GROUTED SOLID. STD. – S" PRE-ENGINEERED CONCRETE LINTEL 15 PLAN) FILLED W/lU BAR. BASE 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN to BAR. CABINET – PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 1/16 O.S.B. CONNECTORS AT BASE. – PROVIDE (3) 2x6 STUDS W/ (1) 51MP50N HTT4 BACKING CONNECTORS AT BASE. Q 1/2" DRYWALL CALI. TOP SCALE: 1/2" - I'-0" AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR PAD (SEE MECH, PAD (SEE MECH. CONTRACTOR CONTRACTOR FOR LOC.) FOR LOC.) 3/4" PLYWD. 42" H. DECKING //–RAILING 36" H. CONTINUOUS GRASPABLE RAILING BEAM LINE OF 6'-8" MIN. FLOOR SYSTEM HEAD CLEARANCE BEAMLOOR 5 FYSTEMM M � � 102011 2x STRINGERS (TYP.) 36" H. /—RAILING ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE 8301B PER F-5-C.R. - 6TH EDITION (2011). * * * * * * IF N STORAGE I" NOSING UNDER (TYP.) Ila I STAIRS 2x TREADS AND Ix RISERS (TYP.) b 11 TREADS AT 1000" EACH STAIR SECTION SCALE: 114" = 1'-0" 9Q * * * * 5TAIR NOTE& RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * UNDER-6TAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR 5UR--ACE AND ANY 5OFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (2011) 8302.1 AND 8302.11 LINE OF DRY5TACK LEDGESTONE FLAT HEADER AT 84" A.FF, LINE OF DRY5TACK LEDGE5TONE T.O.M. ' 91 411 AFF, LINE OF DRY5TACK LEDGE5TONE T.O.M. 94 A.F.F. �— LINE OF DRYSTACK LEDGESTONE G.G. VERIFY FOR RADIANT BARRIER G.C, VERIFY FOR INJECTION MASONRY FOAM INSULATION MAIN FLOOR &TRUCTURAL LEGEND WALL CONSTRUCTION 8" K0, BLOCK FILLED W/Ill S BAR OVER 8" • O – PRE-ENGINEERED CONCRETE LINTEL FILLED W/lU eW 5 BAR, IA – 8" K0. BLOCK FILLED W/(U to BAR CONT. OVER KNEE WALL 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WIM 05 BAR, OLDSMAR, FLOMA 34677 GROUTED SOLID. 813.925.1800 FAX – S" PRE-ENGINEERED CONCRETE LINTEL 15 .� Wjr LL FILLED W/lU BAR. U3 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN to BAR. ® – PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. – PROVIDE (3) 2x6 STUDS W/ (1) 51MP50N HTT4 " a r 5o CONNECTORS AT BASE. Q – PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" OSB FLITCH PLATE, TIED TO DOUBLE JACK STUDS AT 41 U) EACH END WITH (1) SIMPSON LSTA15 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE N BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. STRUCTURAL NOTES • ALL LvL15 To BE Fb=2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2812 5YP UN.O • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE516TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. - RECOMMENDED MA60NRY CONTROL JOINT. ■ INDICATES 1 "5 ♦ INDICATES 2 15 HATCHING LEGEND LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION `e,0��11 ZN ZI2� R 13 eW .r uT �I <C i �0 . Z r KNEE WALL R 30 GARAGE FRAME WALLS R 13 OLDSMAR, FLOMA 34677 NOTE: CJ. - RECOMMENDED MA60NRY CONTROL JOINT. ■ INDICATES 1 "5 ♦ INDICATES 2 15 HATCHING LEGEND LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES - SCALE: GARAGE RIGHT JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED PAUL D. KIDWELL, P.E. #52683 x ro ANDREW J. MEISHEID, P.E. #83217 3 C NOD MW DAVIS BEWS ... 0 N1 DESIGN GkOVP 150 STATE STREET EAST OLDSMAR, FLOMA 34677 V/ cm c) 813.925.1800 FAX WWW lISBEWS.COM .� Wjr LL EST. 1994- C L 6� • 00 1 OD H 0 100 E �� 1 " a r 5o i� Z < 41 U) JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED q �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 3 THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. DAVIS BEWS ... DESIGN GkOVP 150 STATE STREET EAST OLDSMAR, FLOMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW lISBEWS.COM TAMPA • OP NTIl EST. 1994- q �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET • 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 GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY ... Z W0 Q C 0 ne N O 01 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET • iKI_/lill �cll/v���i v • THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. MONSOON DAVIS BEWS DESIGN GROVP STRUCTURE ONLY 150 STATE STREET EAST OWWAJ , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • TDE'NVER � �.. • i/) 00 ly 0� J.. C "W M 0 Al O V) C:) �= C9 O N co 0 6 l= 7 r, _-_7 J 00 _J iKI_/lill �cll/v���i ``e`Ort11t • THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. MONSOON DAVIS BEWS DESIGN GROVP STRUCTURE ONLY 150 STATE STREET EAST OWWAJ , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • TDE'NVER � �.. • i/) 00 ly 0� J.. C "W M 0 Al MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED • • — ANDREW J. MEISHEID, P.E. #83217 • THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. MONSOON DAVIS BEWS DESIGN GROVP STRUCTURE ONLY 150 STATE STREET EAST OWWAJ , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • TDE'NVER x w C "W M 0 0 O V) C:) �w I T O N co 0 6 l= 66 rn p� cQ• 01 00 I. -C CD M m Em 100 (n Q �Qh J ZQM W JOB NUMBER CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED • • 11 111 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 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. MONSOON DAVIS BEWS DESIGN GROVP STRUCTURE ONLY 150 STATE STREET EAST OWWAJ , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • TDE'NVER EST. 1994 11 111 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 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V / Z 0 O V) C:) POM4 ce 0 c) 37 rtdo 01 M N Q J rrrnmrrlrrrrr• rrr•rrr� 2582 ' TITLE • MAIN FLOOR PLAN DIMENSIONS 110mi ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5,C.R. - 6TH EDITION (2011). * * * * * * REFER TO SHEET 2132 FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR 51 RUC T UR,4L- LEGEND PAUL D. KIDWELL, P.E. #52683 TYPICAL WOOD FRAME ANDREW J. MEISHEID, P.E. #83217 CONNECTORS AT BASE. WINDOW SCHEDULE PROVIDE (3) 2x8 6TUD6 W/ (1) SIMPSON HTT4 EST. 1994- WINDOW WIDTHS (g - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED c. 2011 24113611 FROM EACH FACE, ANCHORED TO DOUBLE 4511 1- �J T L �•� WINDOW CALL -OUTS 10 - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB (D 2011 1815 F.G. 2018 F.G. 3015 F.G. 4015 F.G. w wrlN 0 M )IIIIIIE �(X M zap = 2411 9 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J iaaaa C) � 0 36" 1530 5H 2030 5H 3030 5H 4030 5H Z 4511 0 1840 5H 2040 5H 3040 5H 4040 5H '�'z 6011 1550 5H 2050 5H 3050 5H 4050 5H rl211 1560 5H 2060 5H j 3060 5H 4060 5H �c G.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, Lu w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER AND 5PECIFICATION5, OMANUFACTURER Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW USED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5,C.R. - 6TH EDITION (2011). * * * * * * REFER TO SHEET 2132 FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR 51 RUC T UR,4L- LEGEND PAUL D. KIDWELL, P.E. #52683 PROVIDE (3) 2x4 STUDS W/ (1) SIMP50N HTT4 ANDREW J. MEISHEID, P.E. #83217 CONNECTORS AT BASE. ® PROVIDE (3) 2x8 6TUD6 W/ (1) SIMPSON HTT4 EST. 1994- CONNECTORS AT BASE. (g - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED c. TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O,C, Uwr� FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD6 AT EACH END WITH (2) 51MP50N �J T L �•� M5TA30 STRAPS. 10 - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT 0 0 0 °° E EACH END WITH (1) 51MP50N L5TA12 STRAP, STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 24 112 5YP UN.O, 0 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE51STING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W/ ALT, ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.D.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,13,C,R. - 6TH EDITION (2011) 83122 ..II�I...I� PAUL D. KIDWELL, P.E. #52683 w w r•, K ro ANDREW J. MEISHEID, P.E. #83217 DAVIS BEWS DESIGN GROVP C Nc 150 STATE ST FLEET EAST OLDSINAR, FWMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISREWSCOM TAMPA • L7]ENVER EST. 1994- N� 0 SEALED FOR STRUCTURE ONLY c. Uwr� oti co �J T L �•� �w V Q • 0 0 0 °° E wrlN 0 M )IIIIIIE �(X M zap f+ L0rn 1 JOB NUMBER - CAD FILE NAME LOT 231 TB ISSUED 05--15-18 REVISED 1� 1'I 111 VORTEX ENGINEERING, I.M. 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 DAVIS BEWS DESIGN GROVP [I 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), 150 STATE ST FLEET EAST OLDSINAR, FWMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISREWSCOM TAMPA • L7]ENVER EST. 1994- 1� 1'I 111 VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 UPPER FLOOR PLAN NOTES. GARAGE RIGHT 2582 , • TI TLE • UPPER FLOOR PLAN NOTES DETAILS PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 [I 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 PRE4NGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V Uwr� W 1 iaaaa C) UPPER FLOOR PLAN NOTES. GARAGE RIGHT 2582 , • TI TLE • UPPER FLOOR PLAN NOTES DETAILS ll m' • M �j G� e � •w iW N L cri Q er •U q C '•co ,•.111111�,1��1 JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05--15-18 REMISED x FFF-T ilk DAVIS BEWS DESIGN GILOVP NQD M 150 STATE STREET FAST OLDSMAR; FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WJDAVISBEWS.COM TAMPA • L?EIVVER EST. 1994 Nw O 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 ti cn �0 0 6 6 � �( • 0 0 ��to C) gym Q�lry" 0 �m Z I r �+ W)0) ,•.111111�,1��1 JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05--15-18 REMISED r� 1,I III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ilk DAVIS BEWS DESIGN GILOVP ANDREW J. MEISHEID, P.E. #83217 150 STATE STREET FAST OLDSMAR; FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WJDAVISBEWS.COM TAMPA • L?EIVVER EST. 1994 r� 1,I III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Z 0 O V) C) Q�lry" 0 01 c UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 I INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH 3/4° EDITION (2011) 8103.1.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB -CR - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , 11.Oil 6 12 Q6 411 QII FRONT VIEW 11 411 11 SIDE VIEW DECORATIVE CORBEL DETAIL SCALE; 3/4" = 17 LSHINGLE 2 SHINGLE 6 2 ROOFF 7 ROOF PIAT. HT, / - - - - - PLT. HT. _ d, TEMP. s /5TUCCO STUCCO 01 FINISH FIN15H * SHINGLE �l ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINESECOND F.F. LINE 8 �6 ROOF SECOND F.F. LINE eo T.OM. _ - T.O.M. _ /TEXTURED b /TEXTURED FIN15H7 6, FINISH /l DRYSTACK a, �o LEPGE5TONE (TYP.) MAIN FF. LINE_ _ _ _ _ _ _ _ _ - - - MAIN FF. LINE GRADE LINE2' 0" GRADE LINE (ASSUMED) TYP RETURN AT (ASSUMED) SIDES IUN.O.) LEFT ELEVATION. SCALE: 1/5" - I1-0" �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER W.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5L.R 6TH EDITION (2011) 83122 6 12 LSHINGLE 12 2 6 ROOF� 6� SHINGLE PLT. HT. _ ROOF --- PLT. HT, w -STUCCO w F.G. F.G. * FINISiN 6' SECOND FF. LINE 4� SHINGLE 8" SECOND FF, LINE — T.O.M. ROOF — - T.O.M. - - — TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE TEMP. L MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION. SCALE: 1/81' - I'-011 GIRDER TRUSS 12 SECTION AA SCALE: 1/8" -- I'-0" EGRESS NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. 1'-4" W. x 54" H.--__ DECORATIVE FIXED SHUTTERS 0 r SECOND F.F. LINE _ T.O.M. _ DECORATIVE CORBEL (SEE DETAIL) (TYP.) 4" BANDING C 4" BANDING 6" BANDING �•,� DRYSTACK�\ LEDGESTONE (TYP.) MAIN F.F. LINE _ GRADE LINE (ASSUMED) G.C. VERIFY _ ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE 12 -,,J6 GIRDF 11� TTRU65 T 6 CONC. LINTEL 'Q -S HINGLE �6 LANAI ROOF VENT REQUIREMENTS ---------------------__---------- — won I i I VENTILATION CALCULATIONS 4'� i • w ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 67 SQ, IN, �l N� = ROOF 44:12 I I ;0`Af,,,tool HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. M I I I # UPPER 2/3 ROOF VENTS REQUIRED =1 `-STUCCO 6:12 I I I I FINISH 7 SHINGLE �l ------- ---------- HALF AT LOW SOFFIT/ EAVE VENTS = 33.36 SQ. IN. —� 6:12 I ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. ROOF SECOND FF, LINE 811 I SECOND FF. LINE T.O.M, I I j6:12 I I L) < I y� I I I I VENT REQUIREMENTS Qpm Z Q I I I I UPPER ROOF ZTEXTURED IT VENT REQUIREMENTS DRY5TACKTYP LEDPGE5TONE 6:12. VENTILATION CALCULATIONS FINISH zo l I ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. � I u 1 X 144 = 703 SQ. IN. I o �? 6_12► HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. I t' I I # UPPER 2/3 ROOF VENTS REQUIRED = 3 GRADE LINE HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I I I I I I ACTUAL SOFFIT VENTILATION = 830.3 SQ. IN. I INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH 3/4° EDITION (2011) 8103.1.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB -CR - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , 11.Oil 6 12 Q6 411 QII FRONT VIEW 11 411 11 SIDE VIEW DECORATIVE CORBEL DETAIL SCALE; 3/4" = 17 LSHINGLE 2 SHINGLE 6 2 ROOFF 7 ROOF PIAT. HT, / - - - - - PLT. HT. _ d, TEMP. s /5TUCCO STUCCO 01 FINISH FIN15H * SHINGLE �l ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINESECOND F.F. LINE 8 �6 ROOF SECOND F.F. LINE eo T.OM. _ - T.O.M. _ /TEXTURED b /TEXTURED FIN15H7 6, FINISH /l DRYSTACK a, �o LEPGE5TONE (TYP.) MAIN FF. LINE_ _ _ _ _ _ _ _ _ - - - MAIN FF. LINE GRADE LINE2' 0" GRADE LINE (ASSUMED) TYP RETURN AT (ASSUMED) SIDES IUN.O.) LEFT ELEVATION. SCALE: 1/5" - I1-0" �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER W.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5L.R 6TH EDITION (2011) 83122 6 12 LSHINGLE 12 2 6 ROOF� 6� SHINGLE PLT. HT. _ ROOF --- PLT. HT, w -STUCCO w F.G. F.G. * FINISiN 6' SECOND FF. LINE 4� SHINGLE 8" SECOND FF, LINE — T.O.M. ROOF — - T.O.M. - - — TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE TEMP. L MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION. SCALE: 1/81' - I'-011 GIRDER TRUSS 12 SECTION AA SCALE: 1/8" -- I'-0" EGRESS NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. 1'-4" W. x 54" H.--__ DECORATIVE FIXED SHUTTERS 0 r SECOND F.F. LINE _ T.O.M. _ DECORATIVE CORBEL (SEE DETAIL) (TYP.) 4" BANDING C 4" BANDING 6" BANDING �•,� DRYSTACK�\ LEDGESTONE (TYP.) MAIN F.F. LINE _ GRADE LINE (ASSUMED) G.C. VERIFY _ ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE 12 -,,J6 GIRDF 11� TTRU65 T 6 CONC. LINTEL r: -S HINGLE �6 y� 1,` v' �•m�.ae.�s•r•• won 6 IT I 4'� i • w `ire I �l N� co ROOF PLT, HT._ _ I I ;0`Af,,,tool I I M ZSTUCCO ZSTUGCO `-STUCCO 41 c� LL V I I I I FINISH 7 SHINGLE �l �� FINISH 7 12 —� ----� ROOF� g11 ROOF SECOND FF, LINE 811 612 SECOND FF. LINE T.O.M, 200 %N j6:12 L) < VENT REQUIREMENTS Qpm Z Q ® T T T T T T •, r 1 ZTEXTURED IT !Mimi DRY5TACKTYP LEDPGE5TONE 6:12. MUM] FINISH zo l G.C.- A•• r••- --• r r I � I l I 4,41 MAIN F.F. LINE i I INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH 3/4° EDITION (2011) 8103.1.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB -CR - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , 11.Oil 6 12 Q6 411 QII FRONT VIEW 11 411 11 SIDE VIEW DECORATIVE CORBEL DETAIL SCALE; 3/4" = 17 LSHINGLE 2 SHINGLE 6 2 ROOFF 7 ROOF PIAT. HT, / - - - - - PLT. HT. _ d, TEMP. s /5TUCCO STUCCO 01 FINISH FIN15H * SHINGLE �l ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINESECOND F.F. LINE 8 �6 ROOF SECOND F.F. LINE eo T.OM. _ - T.O.M. _ /TEXTURED b /TEXTURED FIN15H7 6, FINISH /l DRYSTACK a, �o LEPGE5TONE (TYP.) MAIN FF. LINE_ _ _ _ _ _ _ _ _ - - - MAIN FF. LINE GRADE LINE2' 0" GRADE LINE (ASSUMED) TYP RETURN AT (ASSUMED) SIDES IUN.O.) LEFT ELEVATION. SCALE: 1/5" - I1-0" �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER W.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5L.R 6TH EDITION (2011) 83122 6 12 LSHINGLE 12 2 6 ROOF� 6� SHINGLE PLT. HT. _ ROOF --- PLT. HT, w -STUCCO w F.G. F.G. * FINISiN 6' SECOND FF. LINE 4� SHINGLE 8" SECOND FF, LINE — T.O.M. ROOF — - T.O.M. - - — TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE TEMP. L MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION. SCALE: 1/81' - I'-011 GIRDER TRUSS 12 SECTION AA SCALE: 1/8" -- I'-0" EGRESS NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. 1'-4" W. x 54" H.--__ DECORATIVE FIXED SHUTTERS 0 r SECOND F.F. LINE _ T.O.M. _ DECORATIVE CORBEL (SEE DETAIL) (TYP.) 4" BANDING C 4" BANDING 6" BANDING �•,� DRYSTACK�\ LEDGESTONE (TYP.) MAIN F.F. LINE _ GRADE LINE (ASSUMED) G.C. VERIFY _ ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE 12 -,,J6 GIRDF 11� TTRU65 T 6 CONC. LINTEL r: -S HINGLE �6 moi/ 1,` v' �•m�.ae.�s•r•• won 6 IT TA • r 4'� i • w si �l N� co ROOF PLT, HT._ _ _ _ _ _ ;0`Af,,,tool e! M ZSTUCCO ZSTUGCO `-STUCCO 41 c� LL V FINISH 7 SHINGLE �l �� FINISH 7 12 —� ----� ROOF� g11 ROOF SECOND FF, LINE 811 LOWER ROOF SECOND FF. LINE T.O.M, 200 %N 6:12 L) < VENT REQUIREMENTS Qpm Z Q ® T T T T T T •, r 1 ZTEXTURED IT !Mimi DRY5TACKTYP LEDPGE5TONE 6:12. MUM] FINISH zo l G.C.- A•• r••- --• r r INSERT FOR FRONT I l I 4,41 MAIN F.F. LINE - (UN.O,) VENTILATION CALCULATIONS MAIN FF. LINE GRADE LINE i is 1 i ��.� i I J I GRADE LINE (ASSUMED) ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT, (ASSUMED) r- I I ELEVATION. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED =1 I i _ HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ, IN. 6:12 °C 6:12 ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN, L------------- ---------- 1'-0° TYP. OVERHANG AT HIP AA ROOF PLAN (UN.O.) _ SCALE: 1/8" - 11.011 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING I INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH 3/4° EDITION (2011) 8103.1.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB -CR - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , 11.Oil 6 12 Q6 411 QII FRONT VIEW 11 411 11 SIDE VIEW DECORATIVE CORBEL DETAIL SCALE; 3/4" = 17 LSHINGLE 2 SHINGLE 6 2 ROOFF 7 ROOF PIAT. HT, / - - - - - PLT. HT. _ d, TEMP. s /5TUCCO STUCCO 01 FINISH FIN15H * SHINGLE �l ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINESECOND F.F. LINE 8 �6 ROOF SECOND F.F. LINE eo T.OM. _ - T.O.M. _ /TEXTURED b /TEXTURED FIN15H7 6, FINISH /l DRYSTACK a, �o LEPGE5TONE (TYP.) MAIN FF. LINE_ _ _ _ _ _ _ _ _ - - - MAIN FF. LINE GRADE LINE2' 0" GRADE LINE (ASSUMED) TYP RETURN AT (ASSUMED) SIDES IUN.O.) LEFT ELEVATION. SCALE: 1/5" - I1-0" �c WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER W.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.5L.R 6TH EDITION (2011) 83122 6 12 LSHINGLE 12 2 6 ROOF� 6� SHINGLE PLT. HT. _ ROOF --- PLT. HT, w -STUCCO w F.G. F.G. * FINISiN 6' SECOND FF. LINE 4� SHINGLE 8" SECOND FF, LINE — T.O.M. ROOF — - T.O.M. - - — TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE TEMP. L MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION. SCALE: 1/81' - I'-011 GIRDER TRUSS 12 SECTION AA SCALE: 1/8" -- I'-0" EGRESS NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. 1'-4" W. x 54" H.--__ DECORATIVE FIXED SHUTTERS 0 r SECOND F.F. LINE _ T.O.M. _ DECORATIVE CORBEL (SEE DETAIL) (TYP.) 4" BANDING C 4" BANDING 6" BANDING �•,� DRYSTACK�\ LEDGESTONE (TYP.) MAIN F.F. LINE _ GRADE LINE (ASSUMED) G.C. VERIFY _ ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE 12 -,,J6 GIRDF 11� TTRU65 T 6 CONC. LINTEL 12 LSHINGLE 12 6� ROCFF7 �J6 6 IC' LSHINGLE G.C. VERIFY ROOF 12 8" BANDING FASCIA CALL -OUT 6 (TYPICAL) PLT, HT. 4" BANDING 15TUCCO 5(TIP.) FINISH FINISH 4 1' " W. x 54" H •mom r: -S HINGLE �6 moi/ 1,` v' �•m�.ae.�s•r•• won 6 IT TA • r 4'� i • w �U a N� co ROOF PLT, HT._ _ _ _ _ _ ;0`Af,,,tool e! M ZSTUCCO 12 LSHINGLE 12 6� ROCFF7 �J6 6 IC' LSHINGLE G.C. VERIFY ROOF 12 8" BANDING FASCIA CALL -OUT 6 (TYPICAL) PLT, HT. 4" BANDING 15TUCCO 5(TIP.) FINISH FINISH 4 1' " W. x 54" H •mom r: -S HINGLE �6 mom SEE•on won 6 IT TA • r 12 Q6 5HINGLE a N� ROOF PLT, HT._ _ _ _ _ _ PLT. HT_ M ZSTUCCO ZSTUGCO `-STUCCO 41 c� LL V FINISH 7 SHINGLE �l rr , FINISH 7 12 INN— SECOND FF, LINE ROOF� g11 ROOF SECOND FF, LINE 811 4 SECOND FF. LINE T.O.M, 200 %N N L) < 0 Qpm Z Q ® T T T T T T •, r 1 ZTEXTURED IT !Mimi DRY5TACKTYP LEDPGE5TONE 1111�11EIEI MUM] FINISH zo l G.C.- A•• r••- --• r r INSERT FOR FRONT T RADITIONAL ELEVATION "C" GARAGE RIGHT rrr 6 I� -S HINGLE �6 THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE x co won 6 IT ROOF� 12 Q6 5HINGLE a N� ROOF PLT, HT._ _ _ _ _ _ PLT. HT_ M ZSTUCCO ZSTUGCO `-STUCCO 41 c� LL V FINISH 7 SHINGLE �l r FINISH 7 SHINGLE �l FINISH 7 12 INN— SECOND FF, LINE ROOF� g11 ROOF SECOND FF, LINE 811 4 SECOND FF. LINE T.O.M, 200 %N N L) < 0 Qpm Z Q 21-011 `-TEXTURED LTEXTURED ZTEXTURED LTEXTURED DRY5TACKTYP LEDPGE5TONE RET�Ip S FINISW 7 FINISH 7 �a FINISH 7 �l FINISH zo l MAIN F.F. LINE - (UN.O,) MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION. T RADITIONAL ELEVATION "C" GARAGE RIGHT rrr 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. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE x co won 150 STATE STREET EAST OLE SMAR, RLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER. C N0) a N� '' � Vc�i� M NMI2.j 41 c� LL V Lo cot INN— 0 0 00 rEI- 0 05IN E 200 %N N L) < 0 Qpm Z Q Ir.r1A�.�gllrl� W �.rll/I�.�IA*M� JOB NUMBER — CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED LA III un VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE _c zil DAVIS BEWS DESIGN GROVP won 150 STATE STREET EAST OLE SMAR, RLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER. �� EST. 1994 III un VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY won INN— cn J N 2582 • TITLE ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING DF MATERIAL PER :NATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) _-ENGINEERED ROOF JSSES AT 24" O.C. ;RICANS STRAP PER DF FRAMING PLAN gk llBRG. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE#2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE, BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING' FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) 15/32 O.S.B. SHEATHING K ro w BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z C r0 RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS „Ud,�O FLASHING SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR Lo Lm oLm v. • BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE O 0 -0 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i I EXTERIOR FINISH WATER PROOF CAULKING I PER BUILDER =0 00 �n � a 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 wc�Ty FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER 0P' SILL PLATE (SEE DETAIL B . FOR OPTIONS) �� O so 0 0P� --CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE FLASHING FOLD UP WEATHER RESISTIVE WEATHER BARRIER & TEMPORARILY SECURE RESISTIVE BARRIER i EXTERIOR SHEATHING SILL PLATE 2 � 1 2 / FLASHING i 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" NrTGIlS�i189:M71ilk [�' - 2X EXT WALL - FLASHING TO EXTEND 36" -SHEATHING W/ -BUILDING WRAP BEYOND - FLASHING. - STUCCO STOP WATERPROOF MEMBRANE - SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 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 (51MM). 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 HAMA 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. ----------- FLASHING .._w -w. (ASSEMBLED WINDOW) K ro w DAVIS BEWS DESIGN GROVP C r0 EST. 1994 „Ud,�O FLASHING FLASHING FOLD UP WEATHER RESISTIVE WEATHER BARRIER & TEMPORARILY SECURE RESISTIVE BARRIER i EXTERIOR SHEATHING SILL PLATE 2 � 1 2 / FLASHING i 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" NrTGIlS�i189:M71ilk [�' - 2X EXT WALL - FLASHING TO EXTEND 36" -SHEATHING W/ -BUILDING WRAP BEYOND - FLASHING. - STUCCO STOP WATERPROOF MEMBRANE - SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 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 (51MM). 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 HAMA 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. ----------- FLASHING .._w -w. • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED K ro w DAVIS BEWS DESIGN GROVP C r0 EST. 1994 „Ud,�O ro N z Lo Lm oLm v. • O 0 -0 L 3 0 -j C 0 tL� �C4 =0 00 �n ZN�� • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED 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 • TITLE • FLASHING DETAILS ou DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAMR, FLORIbA 34671 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ME?VVM EST. 1994 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 • TITLE • FLASHING DETAILS ou 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 IA/AI 1 CLICA"rUl KI!' ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING DRIP EDGE FASCIA SELF -ADHERED / FLASHING / NAILING FLANGE it ' III, . I I r l WEATHER RESISTIVE SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION! A f _ 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 vi SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR ~` BARRIER FLASHING PER CUT 2" DIAGONALLY OFF SHEATHING MANUFACTURES MECHANICALLY FASTEN IF DOOR ROUGH OPENING WOOD FRAME 3/4"-1" BEAD OF CONSTR. ADHESIVE TO CONT. GALV. "L" -- INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE CONSTR. BE APPLIED UNDER THRESHOLD OF BEAUTY STRIP ROOF SHINGLE OVER FLASHING JAMB & HEAD THROUGH SELF -ADHERED 3/4"-1" BEAD OF CONSTR, SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE SPECIFICATIONS FLASHING, SEE FLASHING SELF -ADHERED FLASHING ADHESIVE TO BE APPLIED UNDER FLASHING BY LIQUID NAIL BRAND OR EQUALYY'(hhi'q. ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLANGED WINDOW (SEE UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS THRESHOLD OF DOOR AND RETURN COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. WEATHER PROOF CAULKING C4 J * m DETAIL WP01) UP JAMB 6". USE LIQUID NAIL BRAND LAPPING DOWN,Nr, SCORED T� z' N d OR EQUAL WEATHER PROOF OVER RIM JOIST AND RELEASE PAPER CAULKING UP WALL BY 6 IN. �imrv,m;rmuix n nue � �; SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING EXTEND A MINIMUM 6" SEAL TOPS OF JOISTS UNDER VERTICALLY FROM SUBFLOOR DECKING (SEE DETAIL WP07) BOTTOM OF THRESHOLD RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION! A f _ 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 vi SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR ~` CAD FILE NAME FLASHING PER CUT 2" DIAGONALLY OFF SHEATHING MANUFACTURES MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. ADHESIVE TO CONT. GALV. "L" -- INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE BE APPLIED UNDER THRESHOLD OF BEAUTY STRIP ROOF SHINGLE OVER FLASHING JAMB & HEAD THROUGH SELF -ADHERED N DOOR AND RETURN UP JAMB 6". USE SPECIFICATIONS FLASHING, SEE FLASHING SELF -ADHERED FLASHING ROOF MATERIAL PER LIQUID NAIL BRAND OR EQUALYY'(hhi'q. ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLANGED WINDOW (SEE UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. WEATHER PROOF CAULKING C4 J * m DETAIL WP01) ky. SCORED T� z' N d RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE " DETAIL WP02) SELF -ADHERED FLASHING 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 CONT. GALV. "L" ~` CAD FILE NAME FLASHING PER CUT 2" DIAGONALLY OFF TEXTURED, PAINTED MANUFACTURES -tea EST. 1994 o— EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: CONT. GALV. "L" -- VALLEY CENTERLINE MIN: 3:12 SLOPE PLASTER STOP— CRICKET AS SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS). AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE a°ell , n ' ar�'r`K s� �° .` P`+ °� ROOF vVIIV,v FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'& 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 HING 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 �,o& OEG� METAL DRIP EDGE TO q�ys BE UNDER ryFy c UNDERLAYMENT AT '.1 .9%'-7 , < ROOF EAVES QST����c ,v '9 OOF O -GK TYPICAL ROOF TO ��o z's°�� �N�ER�P�MEN� \R oo\�0 WALL FLASHING DETAIL Fq� O,yTOO 5�N GOUR4 N GOv�SE $(iO GOVp GOVRS� `ygE 2N �g4 CA i RAKE METAL DRIP EDGE TO BE OVER 9' 2 1 -- EAVES �– LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT – EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2 IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. ~` CAD FILE NAME FLASHING W/ TAR CUT 2" DIAGONALLY OFF 01-05-18 UPPER CORNER OF -tea EST. 1994 o— TRIMMED SHINGLE � CONT. GALV. "L" -- VALLEY CENTERLINE FLASHING PER 0'�� MANUFACTURES N / SPECIFICATIONS °QOM OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED -0 UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF C4 J * m TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER T� ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING 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 �,o& OEG� METAL DRIP EDGE TO q�ys BE UNDER ryFy c UNDERLAYMENT AT '.1 .9%'-7 , < ROOF EAVES QST����c ,v '9 OOF O -GK TYPICAL ROOF TO ��o z's°�� �N�ER�P�MEN� \R oo\�0 WALL FLASHING DETAIL Fq� O,yTOO 5�N GOUR4 N GOv�SE $(iO GOVp GOVRS� `ygE 2N �g4 CA i RAKE METAL DRIP EDGE TO BE OVER 9' 2 1 -- EAVES �– LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT – EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2 IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/R" CFMFNT PI ARTFR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 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 I,DHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. ~` CAD FILE NAME FL CUT 2" DIAGONALLY OFF 01-05-18 UPPER CORNER OF -tea EST. 1994 o— TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/R" CFMFNT PI ARTFR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 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 I,DHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. rrrrrrrrrrlrrr • JOB NUMBER 27002, 000 CAD FILE NAME FL x m w 01-05-18 REMISED -tea EST. 1994 o— 0 J ,�O J co ��Ai Y/ 0'�� N L °QOM 0 0 -0 C4 J * m T� z' N d rrrrrrrrrrlrrr • JOB NUMBER 27002, 000 CAD FILE NAME FL ISSUED 01-05-18 REMISED -tea EST. 1994 o— I�rrr�r�rnrrrrrrrrl�r�rrrll�rrr • • TI TLE • FLASHING DETAILS DAVIS BEWS DESIGN GIZOVP 150 STATE ST "T EAST OLDSMAR, FLORIDA 39677 813. 925.1300 TEL 813.925.1800 FAX W W WT)AVISBEWS.COM TAMPA • DENVER -tea EST. 1994 o— I�rrr�r�rnrrrrrrrrl�r�rrrll�rrr • • TI TLE • FLASHING DETAILS ELECTfRfC,AL IKEA - METER 0 DUPLEX CONVENIENCE OUTLET FLOOD LIGHT W/ MOTION DUPLEX OUTLET ABOVE COUNTER CD C NW Kkp. WEATHERPROOF DUPLEX OUTLET MAIN DISC. .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET 'N4 AND M2 COPPER TO HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET SERVICE BY DUPLEX OUTLET IN FLOOR MO COPPER TO 120 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 08 COPPER TO RANGE 14 FOUR-WAY SWITCH 04 COPPER TO 5/8" $ D DIMMER SWITCH ALSO SERVICE TO BE BONDED CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 3�E L Q iCO RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT L(o o c FLUORESCENT LIGHT FIXTURE • On f� EXHAUST FAN ;I EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) sD MONO.SMOKE / CARBON COMBO gETEGTOR(ARC-FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Qr THERMOSTAT (p ELECTRIC METER WP. ELECTRIC PANEL GF.I. DISCONNECT SWITCH ® SPEAKER (OPTIONAL) f — — — 7 F c 1> ROUGH -IN FOR OPT. CEILING FAN i 1> I c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN L _ _ _ I- _ _ __4D NOTES- FLOOD LIGHT I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATE[) W/ MOTION A/C ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. D16CONN. 2. UNLE88 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABv COUNTERTOP) TELEVISION.. J411 3. ALL SMOKE DETECTORS SMALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IG,F.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NP.PA.10, N.E.C. 2014, F.5.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POUTER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I I GATHERING ROOM STD. LIGHT \ W/ FAN / � I LANAI OPT, UP TO FAN/ LIGHT WALL MOUNT W.P. AT 8'-8" GF.I. CM D M T ROUGH -IN FOR OPT. FAN&IGHT I I H0� J, G.C. VERIFY UNDER CABINET LIGHTING WP. GF.I, FOR MICROWAVE VENT HOOD AND TZ. SERVICE OUTLET +14" MICRO TO EXTERIOR Ll COACH A:h AM LIGHT �' — — -- DEDICATED ELEC. 200 AMP AT 48° GRI. GP.I. r. ;I AT 48" PANEL IWIG. I � OF WINDOWS Eor'llll�IG .L � I G.C. VERIFY: LOCATION J J PENDANT I I a OF DISPOSAL SWITCH I GP.I, 2 CAR GARAGE (VERIFY AND GP.i. OUTLET IS AT 4811 LOCATION) `a i — uNpER SINK CABINET IGF(. AT 48" i 4 DININGGPI KITCHEN AT'32 II GP.I. KEYLESS PAC) FOR GARAGE DOOR OPENER (CM CH FOYER � PUSH5UTTON FOR J_F PENDANT GRI. AT 48" G.D. OPENER - (VERIFY DEDICATED LOCATION) I + G.F.I. AT 48" (� AT 48° ILIGHT <' ROUGH -IN OWNERS SUITE FOR OPT, J FANLIGHT OWNER'S BATH ® STUDY I MAIN DISCONNECT METER COMBO - SQUARE [ A/C REFER TO FLOOR CD C NW PLAN FOR NOTED MAIN DISC. AMPS. REQUIRE[ 'N4 AND M2 COPPER TO UNDERGROUND LIGHTS AND OUTLETS SERVICE BY N�Cl% MO COPPER TO POWER COMPANY WATER HEATER W.P. \ I o 4/0 ALU. CABLE K w. A/C DAVIS BEWS DESIGN GROVP CD C NW DISC. TYP. 0 'N4 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL N�Cl% MO COPPER TO WATER HEATER W M' lawV• °` 4 08 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. "ON-011 HALF PORCH BATH ;o, 22 v. I LAUN, ------ -up I COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED K w. DAVIS BEWS DESIGN GROVP CD C NW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. a EST. 1994 a _� 0 N�Cl% W M' lawV• °` 4 C 0 '_ �'oM m (n 3�E L Q Z <c L(o o • On • JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED 2582Noma • TITLE • MAIN FLOOR ELEC. PLAN �IWN�IIIIIIIII•II�IOI•I��II"11111�1111111111 • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. a EST. 1994 a _� 2582Noma • TITLE • MAIN FLOOR ELEC. PLAN �IWN�IIIIIIIII•II�IOI•I��II"11111�1111111111 • SHEET • ELECTf:ICAL IKEA' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50YE COUNTER r WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET f $D 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 ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) �i CARBON MONOXIDE DETECTOR sa SMOKE DETECTOR (ARC -FAULT) sa SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (r THERMOSTAT [M ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL.) c /> ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS fGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50YE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVI6ION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, 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 $. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE (xF.C.i. PROTECTED fGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2014, F.B.CR - (OTH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CANON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. LIGHT UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED • '1n uu W C Nrn M 0 N� d� Y/ NSM 0 �M IoM ZQ� �+0C) L: JOB NUMBER • CAD FILE NAME LOT 231 TB ISSUED 05-15-18 REVISED NLu 0 O � m p� O � C) 0 z Cole O M J N }C) J DAMS BEWS DAVIS BI+WS DESIGN GROUP 150 STATE STREET EAST OLCaSMAR, FLORIDA 34677 813.925.1300 TEL .813.925.1600 FAX 2582 • TITLE • UPPER FLOOR ELEC. PLAN4B • SHEET • MAN -_-W W W W.DAVISBEWS.COM TAMPA •DENVER. � EST. 1994 -1 NLu 0 O � m p� O � C) 0 z Cole O M J N }C) J DAMS BEWS DAVIS BI+WS DESIGN GROUP 150 STATE STREET EAST OLCaSMAR, FLORIDA 34677 813.925.1300 TEL .813.925.1600 FAX 2582 • TITLE • UPPER FLOOR ELEC. PLAN4B • SHEET • MAN -_-W WE • AMA FLOOR TRUSSES ROOF TRUSSES 1 '• cS Aw •U o O: e FRAMING FASTENER CAPACITY LEGEND '0'n6;••.,,• . •• •: •5�'\ O SIMPSON MT51116, 20 - (1)10d w/ (4)1/4" x 2 1/4" TITEN (TYP. @ 51MP60N NGT -3 (3 ply member) - (2) 3/4" DIA, A.B,+ (16)10d o FRAME TO MASONRY) EMBED A,5. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN �// 111 t%%% �2 51MP60N METAI8-40 - (a) 10d x I -I/2" (TYP, FRAME TO MASONRY) 51MP50N 5ET-XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) @ 61MI-60N HIDA - (16)10d X 11/2" (TYP. SYR FRAME) O 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) 13 51MP50N MT612 - (14)10d 11/2" (TYP. SYR FRAME TO FRAME q) SIMPSON LTT205 - (10)-10d + 1/2" x 10" AB (TYP. FRAME TO MA5/FRM ALL-AROUND) ALL-AROUND) 14 51MP50N L5TA18 - (14)10d (TYP. FRAME TO FRAME) O SIMP50N HETA20 - (9)-10d x 11/2" (TYP. SYR FRAME TO 51STERED TO THE WALL 15 NOT AN ACCEPTABLE SU55TITUTE, UNLE55 THAT TRU65 15 ATTACHED TO THE WALL IN MA50NRY ALL-AROUND) 15 SIMPSON HT520 - (24)10d 11/2" or (20)10d (TYP. SYR FRAME TO O SIMPSON HTT4 - (1) 5/8" did. A.5. + I6 -16d BOLT IN 51MP50N SET EPDXY, EMBED A.5, 5` (MIN.) INTO CONCRETE (TYP. SYR FRAME TO CONCRETE) FRAME ALL-AROUND) 1� 51MP60N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) 51MR50N HTT4 - (U 5/8" DIA, ATR + (18)16D. EMBED A.B. INTO 17 (2) 51MP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. SYR FRAME TO SU53TITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE MA50NRY K.O, BLOCK 6" (MIN) INTO MA50NRY K.O. BLOCK WITH FRAME) ® 51MP50N SET EPDXY. (TYP. SYR FRAME TO MASONRY) 51MP50N HTT4 - (1) 5/8" DIA. ATR + (18)161). EMBED A.B. INTO 18 (2) SIMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. SYR FRAME TO FRAME) TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. MA50NRY K.O. BLOCK 12" (MIN) INTO MA50NRY K,O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP. SYR FRAME TO MASONRY) 19 SIMPSON 5T6224 - (28)1( d (TYP. FRAME TO FRAME ALL-AROUND) 0 51MP50N MGT - (1) 5/5 DIA, ATR + 22-10d. EMBED ATR 12" (MIN) INTO MA50NRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYR 2(1) (3) 6IMP60N HT520 - (24)10d 11/2" AT EA, STRAP (TYP. S.YF, FRAME TO FRAME) CONNECTORS ARE ACCEPTABLE. 2 -PLY TRU55 HEEL TO MASONRY) 21 (4) SIMPSON HT520 - (24)10d 11/2" AT EA, STRAP (TYP. SYR FRAME 51MP50N LGT3-505 2.5 (12)1/4'x 3" 5D5 AND (4) 3/8" x 5" TITEN HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. FOR 3 -PLY TRU55 HEEL MASONRY) TO FRAME ALL-AROUND) 22 SEE GABLE END DETAIL ENGINEER DETAIL PAGES SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA, x 6" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING ® SIMPSON M5TAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1.10d TO FRAME 23 SEE INTERIOR LOAD -SEARING PARTITION DETAIL ENGINEER PAGES Q 51MP50N HTT5KT - lU 5/8" DIA. A.S.+ 26-5D 10" x21/2" BOLT IN 51MP50N SET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP, SYR 24 51MP50N HT5MIb - (5)10d x 11/2" w/ (4)1/4" x 21/4" TITEN 2 (TYP, SYR FRAME TO MA50NRY ALL-AROUND) FRAME TO CONCRETE) 25 51MP50N M6TCM40 W/ (14)-16d SINKERS AND (10)1/4" x 21/4" TITEN 2 lm 6IMP50N NGT -2 (2 ply member) -(2) 3/4" DIA, A.B, + 16-10d EMBED A.B. INTO MASONRY K.Q. BLOCK 12" (MIN) SET BOLTS IN 51MP50N 5ET-XP EPDXY, (TYP 5.Y.P. FRAME TO MASONRY) SCREWS OSIMPSON M5TCM60 W/ (20)-Ibd SINKERS AND (14)1/4" x 2 1/4" TITEN 2 2�' SCREWS NOTES:. I. TRUSSES ARE SHOWN A5 PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED, 2. CAPACITIES ARE A5 PER SIMPSON 5TRONG-TIE CATALOG (C -C-2011), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN IS 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 PROFESSIONAL ENGINEER TRU53 DE61GN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTNERUISE: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 (AT EACH TRU5P W1(8)10d x 1-1/2" (URO.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N HETA20 (32" O.C. AX. l l9 10d x 1-1/2" (#,SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED;,) (U.N.O.) 3, ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP50N HIOA W/ (18)10d x 1.1/2" OR 51MP50N HT520 Wl (24)10d x 1.1/2" ITYP, FRAME TO FRAME ALL-AROUND (U.N.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 51MP60N M6TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY TRADITIONAL ELEVATION "C" TRUSS STRAPPING PLANS GARAGE RIGHT s, u► J .`U.6 co x �I• ro C N � o N� I N � M 00 cE Boo < � W �Q� mrl•u.mrinnrrrr•mrrnnrri • JOB NUMBER CAD FILE NAME LOT 231 TB ISSUED 0 5-15-18 REVISEDr1116 �111 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 t HEREBY CERTIFY THAT I HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE 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 OwonW0 C) rvoo 0 c) 2: ne 010m)2582 cJ0 DAVIS BEWS DESIGN GROUP ISO STATE STREET EAST OLT�SMAR, flARIbA 396TJ 813.925.1300 TEL 813. 925.1800 FAX www.navls$Evvscor�l TAMPA • L?ENVER. �.��EST. 1994 �..-- ..•�Irrrnnrrrrrn.rr.nno•r•r•rwrr r • • TITLE • TRUSS STRAPPING PLANTR 01 • SHEET • SPECIFICATION FOR LEDGERS (THE POLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF 70 UPPER WALL AT PARALLEL TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, ANO PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 51STERED TO THE WALL 15 NOT AN ACCEPTABLE SU55TITUTE, UNLE55 THAT TRU65 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (L5) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EEA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 51STERED TO THE WALL 15 NOT AN ACCEPTABLE SU53TITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.5. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR 5ETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMP50N H4 MIN. OR EQUAL AT TOP CHORD 5EARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA, x 6" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U56TITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (1(o" O.G. MAX.) W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD 5EARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 10191(o TRADITIONAL ELEVATION "C" TRUSS STRAPPING PLANS GARAGE RIGHT s, u► J .`U.6 co x �I• ro C N � o N� I N � M 00 cE Boo < � W �Q� mrl•u.mrinnrrrr•mrrnnrri • JOB NUMBER CAD FILE NAME LOT 231 TB ISSUED 0 5-15-18 REVISEDr1116 �111 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 t HEREBY CERTIFY THAT I HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE 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 OwonW0 C) rvoo 0 c) 2: ne 010m)2582 cJ0 DAVIS BEWS DESIGN GROUP ISO STATE STREET EAST OLT�SMAR, flARIbA 396TJ 813.925.1300 TEL 813. 925.1800 FAX www.navls$Evvscor�l TAMPA • L?ENVER. �.��EST. 1994 �..-- ..•�Irrrnnrrrrrn.rr.nno•r•r•rwrr r • • TITLE • TRUSS STRAPPING PLANTR 01 • SHEET • � W �Q� mrl•u.mrinnrrrr•mrrnnrri • JOB NUMBER CAD FILE NAME LOT 231 TB ISSUED 0 5-15-18 REVISEDr1116 �111 In VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 coA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 t HEREBY CERTIFY THAT I HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE�ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY OwonW0 C) rvoo 0 c) 2: ne 010m)2582 cJ0 DAVIS BEWS DESIGN GROUP ISO STATE STREET EAST OLT�SMAR, flARIbA 396TJ 813.925.1300 TEL 813. 925.1800 FAX www.navls$Evvscor�l TAMPA • L?ENVER. �.��EST. 1994 �..-- ..•�Irrrnnrrrrrn.rr.nno•r•r•rwrr r • • TITLE • TRUSS STRAPPING PLANTR 01 • SHEET • 5-15-18 REVISEDr1116 �111 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 t HEREBY CERTIFY THAT I HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE 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 OwonW0 C) rvoo 0 c) 2: ne 010m)2582 cJ0 DAVIS BEWS DESIGN GROUP ISO STATE STREET EAST OLT�SMAR, flARIbA 396TJ 813.925.1300 TEL 813. 925.1800 FAX www.navls$Evvscor�l TAMPA • L?ENVER. �.��EST. 1994 �..-- ..•�Irrrnnrrrrrn.rr.nno•r•r•rwrr r • • TITLE • TRUSS STRAPPING PLANTR 01 • SHEET • ..•�Irrrnnrrrrrn.rr.nno•r•r•rwrr r • • TITLE • TRUSS STRAPPING PLANTR 01 • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 0515 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULE6 (FLOOR, ROOF, WALL)" A5 PER DETAIL 0/92. PRE-ENGINEERED WOOD PRODUCT5: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU68 MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU85 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 8 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 8 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS a THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL FIRE -ENGINEERED e TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED INSTALLED USING M05T REGENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DE51GNED FOR BOTH GRAVITY 4 UPLIFT LOAD CA5E5, INCLUDING BEAM COMPONENTS. TI Y HA IN STRAPPING D SUPPORT AS • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVI1✓,W LETTER INDICATING AN G NGERB ED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER5 REVIEW 15 SUBJECT TO MODIFICATION 5A5ED ON REVIEW LETTER. • TRU65 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 COMPONEN15: • THE USE OF PRE -CAST 8 PRE-5TRE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN THIS DESIGN, NAMELY LINTEL5 AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTEL5 HAVE BEEN REVIEWED 8 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF GASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCT5: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY 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, 5HALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: • ALL WALLS e KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 6 16° O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH AL50 ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE615T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENT5 ARE INTENDED TO PROVIDE ABASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •� ALTERNATIVE "5Y5TEM" IS NOT BEING USED, OR U.N.O. AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.C. MAX. (l) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "515TER" ALONGSIDE 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 "5I5TERED" LOCATION ((o) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE U5ED ALONG THE LENGTH OF THE "515TERED" STUD INTO THE VERTICAL WEB COMPONENT. •• ATE OF THE GUARDRAIL KNEENS ERE THE WALL SHALL OBE ATTACHED BELOW THE PARALLLLEL FLOARDRAIL 18 OR SUPPORTBELOWTHE UWITH (2) ROWS OF BMPSON SD625600 SCREWS AT S" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 •• F A GUARDRAIL/KNEE CONNECTORS HSTUD. LTERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS 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 NAILS. THIS ATTACHMENT SPALL AL50 APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. +• ALL KNEEWALLS THAT AL50 FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "5Y6TEM6" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RE515TIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/0 HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS & CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALL5 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" OSB. ROOFING 4 FLA5HING (NOTE: 5EE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAILS SHALL BECORROSION-RESISTANT NAL15 CONFORMING TO ASTM Flrorol OR AN EQUAL CORROSION RESISTANCEBY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RE515TANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30" FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 8 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLA5HING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 8 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS a 24" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X51'X3/8" STEEL ANGLE W/ 3/S" DIA. X 4" LAG 5CREW5 a 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 8 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 18 NOT RE5PONSIBLE FOR BRISK/STONE IN8TALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 8 LIMIT DEFLECTION TO L/600 IN THESE • ODPURPOSES E�SUPPORT. UNATIONHAVBNIZDDRTHEADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLA5HING5, WEEPS, CONTROL JOINTS, & ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL (oth EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (AGI 318), 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/AGI 530/ASCE 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 - I). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. L(o. DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5 BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN 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 P5F 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 TRU55 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 AS PER 2.4.1, STANDARD CEILING FINISH 15 5/8" OR LESS GYPSUM MATERIAL. NON-5TANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING -c, ETC. 2.5, WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 PSF 45 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 RE5PON515ILITY TO VERIFY 501L CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION # PROCEDURE TO COMPLY WITH ACI STANDARDS. 4,2. CONCRETE 4 MINIMUM COMPRE551VE STRENGTH OF 2500 psi a 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBAR5 ASTM A(o15 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM 41,55) or FIBER MESH PER ASTM Clll(o TYPE 111 4.13, USE 0.1% BY VOLUME MINIMUM 0.5 L55 / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION $ MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/46CE (o/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE5TON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. FI T N F A N Y 5T UCTU : 5.2. GENERAL SPEC( CA 10 ORM 50 R R RE5 5.2.1. TESTING OF FIELD MATERIALS FOR allALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 P51. 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 C4-16. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 8"4'' 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT. 5.3.3, REINFORCEMENT, PRE -STRESSED TENDONS, $ METAL ACCESSORIES SHALL BE 00 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. 5TAINLE55 STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE, 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. LINTEL5 TO BE BY CAST -CRETE UNLE55 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, UNLE55 CLEARLY DELINEATED AS "REQ'D." 5.4,4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE '5TANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")' AND 'MICHIGAN CONTROL JOINT' (o. WOOD FRAMING: (o.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. &.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3, FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x 5TUD S.Y.P. COLUMNS TO BE INSTALLED e BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 112 OR BETTER. 6.3.3, INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 'a 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3:4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 1*2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BEUSED. ALL 4x MATERIAL MAY BE#2 GRADE U.N.O. 6.3.5. INTERIOR NON LOAD BEARING WALLS SHALL BE UTILITY GRADE ORBETTER, AND MAY BES F. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 0'-0 e MID -HEIGHT, 8 SHEATHING JOINT. BRACE GABLE END WALL5 e 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMN5/5TUD PACK5 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 TRU55/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRE55URE TREATED LUMBER SHALL BE IMPREGNATED WITH A GCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. (o .0 ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIP5 (MAXIMUM 24" O.C.), (5EE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAMING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7/16" 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 M05T 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 (CONT.): (o.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL ESE GALVANIZED B SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR A5 PRESCRIBED BY THE MANUFACTURER. (o.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 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 -1116" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 'O'/82,ATTACH TO SLAB WITH 1/2" DIA. x 10" AB e 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) 51MP6ON 5D525600 e 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT51(o OR TO BLOCKING ABOVE a 24" O.C. A5 PER DETAIL 'F/52. 5LOGKING DEFINED (THE FOLLOWING PP Y .N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING I5 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 (5) 0.131X3-1/2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION ,AS THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE 5TUD5. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE IS 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 TRUSS 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 NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE USS WOR FOR TRAN5F RRINCG UPPER POINT MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TR K) E E LOADS (I.E. - STUD PACK5) 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 5TUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 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 SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. FICATION FOR 5I.ICK ATTACHMENT SPECIFICATION FOR ANCHOR 5OLT5 (THE FOLLOWING SHALL APPLY UND) 0 G Y .O. ATTACH WINDOW THROUGH BUCK TO z3 oz _< wE = • ALL 1/2" DIA. A.B. INTO THE TOP OFA MA50NRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - AttAGN t0 2x FALL C. p r., SPALL HAVE A MINIMUM EMBEDMENT OF 5" t" =0. Z = waow v,,w, �' • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY ATTACH TO MASONRY Lu/ 1/4 x 3 MASONRY 00 SHALL HAVE A MINIMUM EMBEDMENT OF 5" ORS '� 12" O.C, w/ MAX. 6" FROM END OF BUCK 2x WINDOW BUCK ATTACHMENT.) � ..; • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL W LL <z yc=,)VV` wa7w'o J SHALL HAVE A MINIMUM EMBEDMENT OF 6" ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLA55 SHALL. U3 Q w w z Q wQ �awW}�u LIMITATION& (THE FOLLOWING PPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 7" U • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. HED DESIGN FOR ITS STRUCTURAL GE WITH SECTION RSO OF THE FLORIDADEGREE Z E5 M THESE NOTES ARE 5PECIFICALLY FOR ANCHOR BOLTS WITH A 9(0LA ING CODE, RESIDENTIAL 6TH ED.,AND 15 NOtONSIBLE FO HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE FOR THE DE51GN'5 ARCHITECTURAL 0M0'10 Z w o DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE R DRF NTLI CRITTERIA AYOLI D� ENSIONS, �c Uj NOTATION TO USE SAME.NTINUITY Y OF W 0r-110 V u IN DESIGN 15 THE RESPONSIBILITYE z DESIGNER. F- cry ` �1,•. �q•<v • SPECIFIG,4TION FOR LANDING5 4 5T,4IR CONSTRICTION (THE FOLLOWING SHALL APPLY U.N.O,) �• • ALL STRINGERS TO BE 2-2X12 •2 5YP. ALL STRINGERS TO ATTACH AT UPPER FLOOR SIMPSON HANGER. • LANDINGS # LEVELS WITH LSC • STRINGERS RUNNING PARALLEL TO d SUPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/GONG. WITH 4" DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• WOOD WITH (4) 0.131 X 32'" 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 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: +• 6 GONG, W1 4" DIA. X 3" TAPCONS a 12" O.G. •• e WOOD ATTACH W1 0.131 X 321" NAILS AT 8" O.C. TO TRU55/JO15T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3g" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8. *2 5YP, MIN. 6 16" O,C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 12 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. of IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X3"" R.S. END NAILS AT EACH LANDING JOIST, 8 NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 S ••• (4) (0.131X321" NAILS AT EACH PASSING 5TUD AT WOOD ATTACHMENT 16" O,C. MAX. •• 4" X 3" TAPCONS 6 8" O.C. STAGGERED @ MA50NRY/CONCRETE ATTACHMENT. •. ATTACH J015T5 TO LEDGERS OR BEAMS WITH 6IMP60N LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 8 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENT5. ALL RAIL 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 I SECTION R312. GONFLIGT5 41 (THE FOLLOWING SHALL APPLY U.N.O.) SCALE NO 7)50 ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLE56 OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'5 SPECIFICATIONS, THE M05T STRINGENT CRITERIA SHALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TOA COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF @ 10 SQFT + 28.6 /-117.1 PSF DI5CLA1I 1ER @ 20 SQFT +26.5/- 109.1 PSF (THE FOLLOWING 5HALE APPLY U.N.O.) @ 50 SQFT + 22.3/- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SQFT +20.2/-91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL @ 10 SQFT + 49.7 /- 66.7 PSF ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF @ 20 SQFT +46.,3/-62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SQFT +44,6/-56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY @ 100 SQFT + 42.1 / 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLAN5 @ 500 SQFT + 37.1/- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC 5HALL,AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6/- 48.9 PSF INTERE5TED PARTIE5 IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42,9 - 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0 - 47.5 PSF CONDITION5. 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 DISCREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, 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 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 o _ o 0 LU z3 oz _< wE = 14i W �pEv-,a c Wr-g} C. p r., F- W Z Z V t" =0. Z = waow v,,w, �' = N N M ¢o�F z zzz o 2. 00 0 -2E c z D LU Loxo W2oWQoQ I.i- � ..; Zw O �0U, F,-, W LL <z yc=,)VV` wa7w'o J Z U3 Q w w z Q wQ �awW}�u Q x m Vii - o � U i �� m (� IW- Ln w Z E5 M C- M `W d1' � 4Nf1 0M0'10 Z w o Z5Z li Ci �c Uj Z cin 0 O cc W 0r-110 V u z CA_ F- cry O�`� > Lo i • J�jlj ��' A •z s • r 1 -JI 41 DATE m3-PJ8-18 SCALE NO 7)50 DRAWN I /K/PDIC JOB eet content: Structural Notes Sheet number: N1 142-21.5 FLOOR ' TRU55 BRC. SEE PLAN HATCHING LEGEND INTERIOR LOAD BEARING WALL (W/O UPLIFT) 1/2" DIA. x 6" TITEN HD 6 48" O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIONS) 12 (TYP.) 5EE ELEV. m PRE- ENGINEERED WOOD TRUSSES 6 24" O/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) 51MP50N 5P2 6 EA.5TUD GRADE 40 GRADE (oO 71/16" APA RATED 5HEATHIN d• LENGTH SEE SCHEDULE FOR BEND DIAMETER DOUBLE "ax" FASTENING APPLICATION S.P.F. TOP 11 licit 11D11 PLATE 2X4 PT STUDS -S 16" O.C. OR r CRICKET AS (02X4 PT STUD -S 24" O.C. 451/2 REQUIRED UNDER COMMON TRU55 W/(2) 4511 1/2 9�/4 L 2X4PT 5TUD5 UNDER HIP \° ' ° °d• _ CARRIER/GIRDER TRU55 a _- ° SIMPSON BPI @ EA. STUD 31/8 1.5 113/4 I ° p d ° °. a MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 26 % 1/2" DIA.x6" A.B. 6 24" O.C. d UPLIFT CONNECTOR 4 1/2" 9 161/2 (SEE SCHEDULE) SIMP50N META20 e EA,STUD 43/8 10.5 16 1/2 35 5 1/4" MOISTURE BARRIER 8"X0"X16" K.O. BLOCK W/I #5 CON . LAP SPLICE (1)05 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 PBI GROUT STD. 1800 HOOK W/ 5TD. 90° HOOK IN K.O. BLOCK i GRADE 40 GRADE (oO BAR SIZE d• LENGTH LAP SPLICE BEND DIAMETER d °-777 LAP SPLICE APPLICATION II VS 11 licit 11D11 BOLTS 4 W,45HER5 'a 4'-0" O.C. 1x2 PT NAILER r "3 14 451/2 15 / 4511 1/2 9�/4 L Q � °. a. n. I \° ' ° °d• V I q Q°" ° 1 v a m ° °. / S-2-1/2" 31/8 1.5 113/4 I ° p d ° °. a I :. 4" 1 r.3-1/211 1.5 151/2 26 % 3 3/4 d I 4 1/2" 9 161/2 ° 01 43/8 10.5 16 1/2 35 5 1/4" 10.5 213/4 53 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 811 12 24 3/4 74 REQUIRED LAP 5PLICE; EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INC;HE5) GRADE 40 GRADE (oO BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE APPLICATION II VS 11 licit 11D11 BOLTS 4 W,45HER5 'a 4'-0" O.C. 1x2 PT NAILER r "3 I 451/2 15 2��All 4" 4511 1/2 9�/4 16II 04 21/2 6 91/2 20 3" 6 121/2 21 05 31/8 1.5 113/4 25 3 3/4" 1.5 151/2 26 % 3 3/4 9 14 30 4 1/2" 9 161/2 35 01 43/8 10.5 16 1/2 35 5 1/4" 10.5 213/4 53 y4. ,• d' • .y " .�. — EL V 0 -OilTOP OF SLAB TOP PLATE 811 12 24 3/4 74 "9 - - - - 9" 13.5 28 95 PLN HATG,HING LEGENI) NOTE: UPLIFT. 24" O.C. IF EXTERIOR FINI5H 1/2" GYP. BOARD TYP. SEE NOTE ON N -I PAGE FOR GARAGE VORTEX ENGINEERING, LLC., AND SHALL BE ELEVATION PAGES FOR 50FF1T/FASCIA DETAIL WITH UPLIFT. ° . ° D ° (SEE ELEVATIONS) SECURE PLATE W/ 10011 1/2 1/2" GYP, BOARD APPLICATION w/ 1- 05 BAR CONT. VARIES SEE ROOF PLAN ° T f p— T — — — - GRADE � ° BOLTS 4 W,45HER5 'a 4'-0" O.C. 1x2 PT NAILER r 8"x8" K.O. GMU BOND BM. w/ 1 - #5 BAR ° ° a� ==T7e (U 51MP5oN 5PH4 e ° • ' °. °' (MAX.) CENTERED ON 2X S.Y.P. #1 STUDS 16"O.G. WALL. (REFER TO FIND 4 "AT 2x6 WALLS USE SPH( PLANS, THEY SHOULD BE READ CAREFULLY CONT. (MIN LAP = 25") GROUT CELLS SOLID -VERIFY W/ FLOOR PLAN. ° __—I - TYP, 4 ...° : o., . ; , p ' ° ° -- R p FLR PLN FOR WALL INSULATION OR PER ENERGY NEW CODE UPDATES 15 DOWELS SEE PLAN FOR REVISIONS °° 0 ° o>' a — INTERIOR LOAD CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR U5E IN THE HvHZ (DADE, BROWARD) GONT. 2X PT SOLE PLATE (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE:NTS FINISHED d FOUNDATION PLAN FOR _ — I SEE FOUND, PLAN INTO DBL �`•°` `' '"' '' ` '' •'° , UPLIFT) CONNECTORS IN LIEU OF FOR MORE INFO. CURTAIN NAILER PT ccWEu_ �0 CSu-y70< y4. ,• d' • .y " .�. — EL V 0 -OilTOP OF SLAB TOP PLATE TRUSS BRC. 5PH4 CONNECTORS BROWN. FOR WALLS LARGER THAN 0N� =FQ=zw O 0 0. ""' Rebar Lap, Embedment & Hook Schedule NOTE:7 Q SEE PLAN 2x8, USE SIMPSON BPI'S ON EACH 5I1DE OF STUD TO TO BOND BEAM. EMBED AGI 5TD. "J" BOLT W/ NUT 4 WASHER (REFER TO , S-1 WINDOW W/ SCREEN o SCALE:NTS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN NOTE: (WHERE APPLICABLE) BOTTOM PLATE 4 51MP50N CELLS SOLID. DOOR MANUFACTURERS INSTALLATION w FOUNDATION PLANFOR ° " 0- M 00 EACH 51DE OF STUD TO TOP PLATES. U.N.O." SIZES 4 MORE ,. „ ` „ Ix2 PT FIR STRIPS 24 O.C. a NOTE: REGARDLESS 5P2'S ON EACH SIDE OF VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. STUD TD TOP PLATE w/ TO TOPN STUD TO TOP PLATES. U.N.O.° REINF. GROUT R CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR a 0 O "AT 2x6 WALLS USE SPH6 (SEE PLAN FOR SIZE) 5YP 2x4 MIN. PLANS, WALLS THAT SUPPORT SPIE w/ 12-I06 NAILS SEE TRU55 SHEET FOR 0 < NOTE` (SEE TRU55 SHEET �_�- CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. STUDS e 16" O/C ROOF TRUSSES EITHER ADDITIONAL STRAPPING a COLUMNS Q ° "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) T AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF DIRECTLY OR INDIRECTLY GARAGE TO STUD BEARING WALL (SEE SPECIFICATIONS, JAMB SHALL T 2x6 MIN. SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) 51MPSON 5PH4 W/(12) 10ol 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN GARAGE TO ARE TO BE HOUSE WALLS' INSULATE PER PLAN FOR SIZE) 5YP 2x4 MIN. STUDS G 16" O/C JOB - MASONRY/CONCRETE w/ 1/2" DIA. x 8" A.B. AT 24" O.C. STARTING 9" MAX. 11 COMMON NAILS EA, STUD 2x8, USE 51MP50N BPI'S ON EACH SIDE OF STUD TO HOUSE WALLS, BUILT A5 BEARING WALL GALLS/SPECS " I/2 DIA. x 8 TITEN ND 6 24 TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD I/2" GYP BOARD BOTTOM PLATE 4 SIMPSON INSULATE PER CALG5/5PEC5 W/UPLIFT O.C. FORA MAX. UPLIFT OF 1500 LBB. ON EACH TRU55 FASTEN PER MANUF. SPECS. MIN. AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. #1 STUDS 6 16"O.C. 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. (1) 51MP50N SPH4 w/ 12-1006 NAILS EA, STUD (STRAP (SEE FOUNDATION PLAN OR TRUSS PAGE FOR LOCATION OR EXCEPTIONS) G Gara 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 WA5HER8 a 2'-011 O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALL6./5PEC5. UNO" NEEDED ONLY DOOR MANUFACTURER BNALL (REFER TO FND 4 FLR FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S-1 SCALE: NTS CONTROL, U.N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE m' -m" 1 OL ° m 00'-0" DSL 5YP TOP PLATE (1) SIMPSON 5PH4 W/(12) Imd ° �, 4 ° < FOOTING SEE I IiII _i FOOTING SEE FOR WOOD FRAME WALL To FOUND. PLAIN FOR COMMON NAILS EA. STUD FOUNDATION PLAN FOR ' =1 I I=I I I! FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. SIZE5 4 MORE INFO. FOR SIZES 4 MORE OCCUR e A LINTEL USE 1/211 x 6" ELE: m' -(D" TOP OF SLAB INFO. THREADED ROD SET IN 5P4 TOP _ — y; G Load Brn Interior Stud Part. Detail a• ',d. Loaa tarn Interior Stud Part. Detail 51MPSON SET EPDXY. oo _ _ _ _ _ _ .-.,.� i1 S-1 With Uplift SCALE:NTS " LL � � �+ ' + SEE FOUND. PLAN SCALE: NTS 2 X S.Y.P. 5TUD5 16 O.C. - U.N.O. `W FOOTING SEE * ' �s Without Uplift p FOUNDATION PLAN FOR LOAD BEARING OR `� 51ZE5 4 MORE INFO. CLEAN 4 COMPACTED SOIL. SHINGLE / TILE ROOF - SEE ELEVATION EXTERIOR WALL 2 X STUD (g5% MODIFIED PROCTOR PER ASTM D1551) PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD PER MANUFACTURERS SPECIFICATIONS. SEE TRUSS 24 O.C. 8" C. M. U. CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV. 10 x 1/2 DIA. J Gara a Wall Section Brn Wall DOCUMENTATION TO INSPECTOR 6 TIME OF R-38 IN5ULATION OR PER ENERGY GALLS. BOLTS 4 WASHERS I X P.T.BTUp s_1 W/ Uplift SCALE: NTS y' .: INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) #5 VERT. IN FILLED ill— UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SSE CENTERED ON WALL CELL 9®5.1.1 TRU55 SHEET FOR MORE INFO, FOR EXTERIOR BRNG. OR GARAGE I/2" DIA x 6° FLOOR (4) lOd NAILS INTO ELEVATION VARIES BRNG WALL AY TITEN HD TRUSS Em iim� BRC. DBL TOP PLATE TOP OF MASONRY TITEN HD 48" O.G. IF 2 X P.T. PLATE SEE PLAN 5OFF1T/FA5GIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING CONTRACTOR TO VERIFY ALL DIMENSIONS COMPLY WITH FBCR 3002.1. SEE UPLIFT. 24" O.C. IF EXTERIOR FINI5H 1/2" GYP. BOARD TYP. SEE NOTE ON N -I PAGE FOR GARAGE VORTEX ENGINEERING, LLC., AND SHALL BE ELEVATION PAGES FOR 50FF1T/FASCIA DETAIL WITH UPLIFT. ° . ° D ° (SEE ELEVATIONS) SECURE PLATE W/ 10011 1/2 1/2" GYP, BOARD APPLICATION w/ 1- 05 BAR CONT. VARIES SEE ROOF PLAN ° T f p— T — — — - GRADE � ° BOLTS 4 W,45HER5 'a 4'-0" O.C. 1x2 PT NAILER r 8"x8" K.O. GMU BOND BM. w/ 1 - #5 BAR ° ° a� ==T7e (U 51MP5oN 5PH4 e ° • ' °. °' (MAX.) CENTERED ON 2X S.Y.P. #1 STUDS 16"O.G. WALL. (REFER TO FIND 4 I/2" DRYWALL PLANS, THEY SHOULD BE READ CAREFULLY CONT. (MIN LAP = 25") GROUT CELLS SOLID -VERIFY W/ FLOOR PLAN. ° __—I - TYP, 4 ...° : o., . ; , p ' ° ° -- R p FLR PLN FOR WALL INSULATION OR PER ENERGY NEW CODE UPDATES 15 DOWELS SEE PLAN FOR REVISIONS °° 0 ° o>' a — THICKNESS) CALC5./5PEC5. VERT. WALL REINF. REVISIONS 8"x8" PRECAST CONCRETE LINTEL 'W 5TD. NOOK IN GONT. 2X PT SOLE PLATE EMBED ACI 5TD. HOOK #5 FOOTING WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE FOOTING SEE '° ' , ° �. .° .° .> — I I. 4"GONG. SLAB. IN BOND BM, BAR FINISHED d FOUNDATION PLAN FOR _ — I SEE FOUND, PLAN cai o 0 w cY paw ; W �`•°` `' '"' '' ` '' •'° , PRECAST GONG SILL SIZES 4 MORE INFO. — — — — — — — =_1— FOR MORE INFO. CURTAIN NAILER PT ccWEu_ �0 CSu-y70< y4. ,• d' • .y " .�. — EL V 0 -OilTOP OF SLAB Ix4 a WINDOWS 4 S.G.D. ;7<2t Zh60-3 `u 0N� =FQ=zw O 0 0. ""' �i Li W�wOa�t=- u- #5 BAR VERT. WALL REINF. CONT. NOTE:7 Q Wko u,WZ�� ¢ a TO BOND BEAM. EMBED AGI 5TD. x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS BROWN, AT 2x8 WALLS — — — — — — - v..s ° - =':'hb WINDOW W/ SCREEN o NOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE ` '' '" 5EE FOUND. PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8; USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON w FOUNDATION PLANFOR ° " 0- M 00 EACH 51DE OF STUD TO TOP PLATES. U.N.O." SIZES 4 MORE ,. „ ` „ Ix2 PT FIR STRIPS 24 O.C. a 811x16" G.M.U. PER ASTM G -5r0 (TYP.) FM:190000 P.5.1. (MIN.) W/ TYPE M OR W SFO CLEAN 4 COMPACTED SOIL. o (gyro MODIFIED PROCTOR PER A5TM D155-1) D 5 MORTAR PER ASTM C-270 Ix4 PT BASE NAILER — IN5UL. PER CALC5. 4 SPECS 4"GONG. BLAB. SEE FOUND. PLAN ELEV 0'-0` TOP OF SLAB FOOTING SEE — — FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. ° 5/8" GEMENTITIOUS FIN15H PER tical Ext. Masonry Wall Section FBCR 103.1.2 SCALE:NTS CMU WALL -SEE PRE -FORMED CONTROL JOINT PLAN 4 SCHEDULE •• .. CAULKED JOINT W/-___- -_._/ 3/8" �-VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) EXPOSED FACE Example CMU Wall Control Joint Detail S'1 SCALE: N.T.S. NOTE: SEE N-1 FOR ADD I T I OVAL /ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK COURSES M156ING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1 S/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RE51STING GRAVITY LOADS ,Wood Frame To Masonry Attachment Detail rng Wall Only SCALE:NTS K Gara a •Wall Section Brn Wall S-1 W/O Uplift SCALE:NTS 2X 5TUD5 6 I/2" GYP. BOARD 24 O.C, SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS e PER ENERGY 48" O.C. OR EQUAL CALC5./5PEC5. CONT. 2X PT 50LE 4"CONC, SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. /J� EL V 0-011 TOP OF SLAB LL Lu 4' ^ 5EE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED 501L. SIZES 4 MORE INFO. (g55o MODIFIED PROCTOR PER A5TM D1551) M Garage Wall Section Non-Brn . S-1 SCALE:NTS K.O. GMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS w#5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, CLEAN OUT EMBED ACI OL (O' -(O" FINISHED STD. NOOK IN y FLOOR FOOTING FOOTING SEE FOUNDATION yd PLAN FOR 51ZE5 4 MORE INFO. Masonry Wall Reinforced Cell Detail Ti�mw R K.O. CMU BOND BEAM Lanai/Entry Detail SCALE:NTS —#5 BAR TRANSITION "W .... STEEL ACI 5TD. HOOK (TYP) 05 BAR TRANSITION STEEL ACI STD. HOOK (TYP) a• P Masonry Transition Detail CELL TO BE FULL. GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE 51MP50N BE HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDh' 5" 51MP50N SET EPDXY EXISTING MABONi BOND BEAM OR SLAB S-1 % SCALE: NTS VERT. WALL REINF. ```��` e Neee •y,e °� V •e r '4u ;uj zd C� �r 'O�••�•••e es•e• e• • �v,0 0 4110111110 �o`` `. NOTE: • M1551NG DOWELS: WHERE FOOTING DOWEL5 ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 I5 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY, MAXIMUM OF 3 IN A ROW 4/0R 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCH0135: TRUSSES WHTCN ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE SIMPSON HT51M16, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-1 SCALE:NTS L.#5 LAP —CONT. #5 25" LAP R Corner Continuity Detail S-1 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS 8x8 K.O. CUM BOND BEAM TO ENGINEER PRIOR TO STARTING ANY WORK. w/ 1- 05 BAR CONT. VORTEX ENGINEERING, LLC., AND SHALL BE a 'd' PRE-ENGINEERED GONG. LINTEL CONTRACT ONLY. ANY CHANGES TO THESE — — — — w/ 1- 05 BAR CONT. EMBED AGI EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX 5TD. HOOK IN RENDER VORTEX ENGINEERING, LLC. 05 BAR VERTICAL WALL REINF, BOND BM. d' GROUT CELL5 SOLID SEE PLAN PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. FOR LOCATIONS BY NEW CODE UPDATES 15 DOWELS SEE PLAN FOR REVISIONS LOCATION LAP 25" MIN. EMBED AGI REVISIONS CLEAN OUT 5TD. NOOK IN —77 . REVISIONS FOOTING GEN NOTE REVISED DK/PK FINISHED d FLOOR cai o 0 w cY paw ; W �`•°` `' '"' '' ` '' •'° , FOOTING SEE FOUNDATION PLAN W CL. < •a• a • d • • ° ' a FOR 51ZE5 4 MORE INFO. ccWEu_ �0 CSu-y70< y4. ,• d' • .y " .�. Lu ma ��za�W w K.O. CMU BOND BEAM Lanai/Entry Detail SCALE:NTS —#5 BAR TRANSITION "W .... STEEL ACI 5TD. HOOK (TYP) 05 BAR TRANSITION STEEL ACI STD. HOOK (TYP) a• P Masonry Transition Detail CELL TO BE FULL. GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE 51MP50N BE HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDh' 5" 51MP50N SET EPDXY EXISTING MABONi BOND BEAM OR SLAB S-1 % SCALE: NTS VERT. WALL REINF. ```��` e Neee •y,e °� V •e r '4u ;uj zd C� �r 'O�••�•••e es•e• e• • �v,0 0 4110111110 �o`` `. NOTE: • M1551NG DOWELS: WHERE FOOTING DOWEL5 ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 I5 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY, MAXIMUM OF 3 IN A ROW 4/0R 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCH0135: TRUSSES WHTCN ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE SIMPSON HT51M16, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-1 SCALE:NTS L.#5 LAP —CONT. #5 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 STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 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 cai o 0 w cY paw ; W �ZoO wF-Zz! w wm" E ~0g=a = W CL. Z'z �y t3 O ccWEu_ �0 CSu-y70< w N Lu ma ��za�W w v2i M rcaZZ O�cci2Z N J ;7<2t Zh60-3 `u 0N� =FQ=zw O 0 0. ""' �i Li W�wOa�t=- u- ..i wWap z-ZWO LL Wko u,WZ�� ¢ a Fui W =aim aWL o um U (� Fu-' Ln Lu N Z M N 0- M 00 ob en UJ a O LLJ eq 3 Ln Z a � U �Q W Z m O D u.l Lu� 00 a ' W g N 0- a 0 O z 0 DATE P3_id8-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: �1 SHINGLE / TILE ROOF - SEE ELEVATION 12 SEE PAGES FOR MORE (TYP)j ELEV. INFO. FASTENING TO BE AS PER MANUFACTURERS 5PECIFICATION5. CONTRACTOR TO PROVIDE MANUR DOCUMENTATION TO INSPECTOR Q TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 1/2" GYP. BOARD SEE -J NOTE ON N-1 PAGE FOR GARAGE APPLICATION DBL. "2X" TOP PLATE --� W/ 51MP50N 5PH4 -S EA. STUD W/02) 10d NAIL5 EACH. SEE TABLE ON SHEET 5-3 FOR STUD 5PACING FASTEN HEADER PER HDR. DETAIL "J/52" GYP. BOARD RETURN --- "2X" SILL 1/2" GYPSUM BOARD--- 10" x 1/2" DIA. "J" BOLT 6 24" O.C. 4" GONG SLAB SEE FND. PLAN PRE ENGINEERED WE) TRU55 6 24" O.C. INSULATION PER ENERGY CALLS. HURRICANE ANCHOR ,@ EACH TRU55 SEE TRUS5 514EET FOR MORE INFO. ELEVATION VARIES TOP PLATE VARIES SEE ROOF PLAN -SEE FLOOR PLAN FOR EXACT HEADER SCHEDULE (2-2X12 U.N.0) -WINDOW SEE FLOOR PLAN FOR 51ZE5 TRIM VARIES - SEE ELEVATIONS DORMER ROOF BY TRUSS MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4 BLOCKING WITH 4 -Ill COM TOENAILS @ EACH DORMER ROOF BY TRU55 MANUR 51MP5ON MT512 6 EACH TRU55 TYP, LOAD BEARING WALL CONST. V2"x4"'S 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) USE 51MP50N 5P2 a STUD TO TOP PLATE, 5PI STUD TO 50TTOM PLATE, OR EQUALS. PROVIDE 51MP6ON MT612 AT BOTTOM PLATE TO BLOCKING BELOW (24" O.G. ROOF TRU55 BY ROOF TRU55 MANUF. TYP. 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALL5 — BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 OR EQUAL AT EACH END TYP. 5IMP5ON L5TA12 AT EACH STUD TO BLOCKING. 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS 6 EACH ENE) @ 2X12 WITH RADIUS CUT TO DE5IRED PROFILE. 35" EAVE DEPTH REQUIRED MIN. 51MP50N MT515 EACH TRU55 2X BUCKS ATTACHED W/ - 1/4"x 3" TAPCONS -s 12" O.C. WITH MAX. 6" FROM END OF MEMBER s MAS. OPENINGS. 2X MEM5ER5 ATTACHED- W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. END WALL'-- TYP. LOAD BRG WALL 2"x4" a I6" O.C. (SGL 51MP50N MT518 e BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. EACH TRU55 PLT.) l F- IO.C. W/MAX0NS 6 12" II U L-51MP5ON L5TA12 - EACH V V STUD OR EQUIV, ROOF TRU55 BY ROOF _...._.._ TRU55 MANUR TYP. LOAD BEARING WALL CONST. 2"x4" -a 16" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLT. Misc. Dormer Knee Wall Attachment Details SCALE: NTS SCALE: NTS SEE TRU55 SHEET 2x TOP PLATE ,-5EE TRU55 SHEET FOR STRAPPING CONT. FOR 5TRAPPING LUDLUL 7/16" MIN. A.P.A. Lll�L4 RATED SHTG. PRE-ENGINEERED -PRE-ENGINEERED ROOF TRUSS. 2X S I6" O.G. ROOF TRU65. ° IN5UL. PER ENERGY CALCS. 2x BOTT. PLATE PRECAST CONT. CONCRETE - - LINTEL. SEE - 1/16" APA RATED SHEATHING NAIL FLOOR PLAN PER SCHEDULE, MIN, I6d 6" O.C. FOR MORE INFO. 1/4"X 3 1/2" NOTE: MASONRY SCREW "TYPICAL AT 2X PT SOLE PLATE POCKET a 8ll OG ALL LOAD A Tvpical Ext. Frame Wall Section S Z SCALE: NTS 2x8 LEDGER W/ 2x8 LEDGER L 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAIL5 PLYWOOD 0 R.5. NAILS EACH 5TUD5 [EXTEND PAST EACH STUDS FLOOR TRU55E5 PRE -ENG. WOOD FLOOR TRU55E5 HANGER TO SLIDINGBEARING SYP. DOOR. PRECAST 0,131 x 3 1/2" COMPONENTS, #1 'OP OF SLAB CONCRETE e 4" O.C. GRADE SHALL LINTEL. SEE BE USED FOR FLOOR PLAN POCKET 2x4, FOR 2x FOR MORE INFO, SLIDING DEPTH5 DOOR, 2x4, EATER THAN OR BETTER MAY FOOTING SEE FOOTING 5EE BE USED. MAY x FOUNDATION FOUNDATION BE #2 GRADE. PLAN FOR 4"CONC. 5LA5. PLAN FOR UTO" 51ZE5 $ MORE SEE FOUND. 51ZE5 4 MORE 4"l 5L,45,INFO. PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" CONC. 5LA5 a P 5LAB . Q p .e a' — - e ..a a..4° c o HANGER TO ° a BE SIMPSON- LUS, L5U, a -4. OR L66U PRE -ENG. BE 5IMP50N FOR ROUGH OPENINGS OVER 5'-0" USE (2) SIMPSON 6516 OR (2) MSTA24 (U.N.0) "2x " KING STU 5 ECIFICATION FO KINGS 4 C IPPL S f T PRE-ENGINEERED _ -- ---- - -- ---� --' SIMPSON L630 OR EQ., TYP, MIN. 1/2" x 8" X 2X4 CRO55 WOOD ROOF TRU55E5 LU5, L5U, OR L55U MIN. 5/8" XVI �4 WOOD ROOF TRU55E5 — WITHIN AN OPENING, IT 15 ACCEPTABLE SRu55 FOR MORE INFO CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail SPECIFICATIONS ACCOMPANY THESE _1 SIMPSON A35 ,2 ALL TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES 15 CONNECTION POINTS. RAT RUNS FOR 4 TRU55 $PANS BRACING e 48" O.G. ON TOP H , WINDOW ATTACHMENT POINTS TO 2X ELIMINATED TO MAINTAIN THE FULL FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN MEMBERS OR DIRECTLY TO CMU/WOOD OF AT OPENINGS 3'-6" TO 5'-2" IN INTERIOR AREA $-2 SCALE: NTS $-a SCALE: NTS CHORD FOR 4 RD .: BUCKS TO BE ATTACHED TO CMU PER O.C. ALL AROUND SUBSTITUTE A LE66ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE SPECS GIVEN IN THIS DETAIL. 2X TO 2X WOOD TRU55E5 2x8 / L 2x5LEDGER W HEADER. • AT OPENINGS GREATER THAN 5'-2" w N of M PLYWOOD TO EXTEND TO WALL ABOVE ARCH NECESSARY ONLY PER E.O.R. WHEN THE TOP PLATE 15 ELIMINATED THE SPH4 CONNECTORS SEE FLR PLN FOR HDR. SIZE NOTE: 1 x 3 1/2" R.S. WINDOW/SHEATHING ATTACHMENT 6 TOP/51DE5 OF ARCH OPENING. IF ARCH TOP WWW Lij W�¢o WW�� Q INTERIOR AREA BOTTOM OF WALL SHOWN AT THAT LOCATIONS ARE NOT PROVIDE 2X4 B!_OCKING — __--� FOR ROUGH OPENINGS UNDER AT 2x WALLS THAT ARE WIDER THAN 2x4 4 SIMPSON SPH4 w/ 6-10d WHERE THE HEADER I$ NOT FULL WIDTH NAIL-sEACH BUCK, WITH 2X BUCK 0 EACH 51DE TO EDGES OF OPENING. ALL TAPCONS TO HAVE NECESSARY. ALL OTHER STRAPPING DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS MIN. 1-1/4" EMBEDMENT. 24" O/C W/ 3-0.131 x 3 1/2" R.5. • ANY DIFFERING NOTATIONS FOR 5'-1 (1) 51MP50N C516 OR (1) NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING m FLOOR TRUS5 OPENING OVER 2" TYP. S°AL TO HEADER. O t9 zLL�¢ �jw 2x8 LEDGER W/ CRIPPLES 4/OR KINGS MADE ON D� W F00v MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) I6" O.C. RIPPED DOWN SUFFICIENT TO (FIELD VERIFY4- TOENAILS 3 EA. Ga. THE PLAN SET SHALL CONTROL. 4- 0.131 x 3 1" oc SIMPSON(ON > 11.0 CENTER ON HEADER U.N.D. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW WITH TRUS5 LAYOUT 1/2 NAILS SECOND FLOOR) FOR ROUGH 4.. I/2" HIGH NAILS EA. SIDE INTO CRIPPLE STUDS) (U.N.0) THE INSTALLATION OF THE SPH CONNECTORS ABOVE THE HEADER, 4 EQ., TYP OPENINGS UNDER5'-0" ONLY (1) SIMPSON EACH STUDS STRENGTH OR W/4-86 X 1 1/2'' (ON CONC. SLAB) SIMP50N HTT4 • r100 ti FOR THE PROPER INSTALLATION OF THE LOCATION) 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x5" ATR IN SIMPSON SET CRIPPLE STRAPPING AT 2 6 WAL1 5 US 2X4 RAT RUN BRACING 6 41 O.C. ON TDP ( BOTT. CHORD FOR 4 TRU55 5PAN5 ATTACHED W/ 3-0.131 x 31/2" R.S. a EA. TRU JOINT MA50NRY W, WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 T Teal Ledger Detail S 2 SCALE: NTS TITEN HD 5OLT5 FOR ROUGH OPENINGS OVER 5'-0" USE (2) SIMPSON 6516 OR (2) MSTA24 (U.N.0) "2x " KING STU 5 ECIFICATION FO KINGS 4 C IPPL S f T 1/2" x 8" _ -- ---- - -- ---� --' SIMPSON L630 OR EQ., TYP, 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE 5PH6 IN LIEU OF 5PH4, FOR WIDER WALLS USE SIMP60N 0516 IN AN 5PH — CONFIGURATION. ATTACH PAD BLOCKING PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. DOUBLE BOTT. UN.O." PLATE AT OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-2", TYP•I I CLEARANCES FOR THE WINDOW/DOOR 1/2" x 8" X 2X4 CRO55 5/8" x 6" FOLLOWING 5HAL APPYU.N.O. 5/8" XVI �4 5/8" x 5" EMBED — WITHIN AN OPENING, IT 15 ACCEPTABLE SRu55 FOR MORE INFO BRACING s 48" O.C. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-11 (1) SPECIFICATIONS ACCOMPANY THESE _1 SIMPSON A35 ,2 ALL TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES 15 CONNECTION POINTS. RAT RUNS FOR 4 TRU55 $PANS BRACING e 48" O.G. ON TOP CRIPPLE 4 (U KING 15 REQUIRED ON EACH SIDE OF THE HEADER, ADDED 142 MPH SHEETS WINDOW ATTACHMENT POINTS TO 2X ELIMINATED TO MAINTAIN THE FULL FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN MEMBERS OR DIRECTLY TO CMU/WOOD OF AT OPENINGS 3'-6" TO 5'-2" IN FRAMING ONLY. NUMBER OF DIAD, MEM5ER5 GEN NOTE REVISED DK/PK SHEATHING 3" SET. IT 15 NOT ACCEPTABLE TO CHORD FOR 4 RD WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH 51DE OF THE BUCKS TO BE ATTACHED TO CMU PER O.C. ALL AROUND SUBSTITUTE A LE66ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE SPECS GIVEN IN THIS DETAIL. 2X TO 2X WOOD TRU55E5 TRU55 51 ATTACHED W/ HEADER. • AT OPENINGS GREATER THAN 5'-2" w N of M z-il100 p z ���z WALL ABOVE ARCH NECESSARY ONLY PER E.O.R. WHEN THE TOP PLATE 15 ELIMINATED THE SPH4 CONNECTORS OPENING VARIATIONS. MIN. 2X BUCK FOR 2-I6d rat EA. IN WIDTH, l2) CRIPPLES 4 (2) KINGS WINDOW/SHEATHING ATTACHMENT 6 TOP/51DE5 OF ARCH OPENING. IF ARCH TOP WWW Lij W�¢o WW�� Q z ¢ SHOWN AT THAT LOCATIONS ARE NOT PROVIDE 2X4 B!_OCKING — __--� TRU55 JOINT ARE REQUIRED ON EACH SIDE OF THE HEADER. BUCK, WITH 2X BUCK 0 EACH 51DE TO EDGES OF OPENING. ALL TAPCONS TO HAVE NECESSARY. ALL OTHER STRAPPING DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS MIN. 1-1/4" EMBEDMENT. 24" O/C W/ 3-0.131 x 3 1/2" R.5. • ANY DIFFERING NOTATIONS FOR -j C � LU In OPENING OVER 2" TYP. S°AL TO HEADER. O t9 zLL�¢ �jw w CRIPPLES 4/OR KINGS MADE ON D� W F00v QLJi ATTACHD DIRECTLY TOENAILS 3 EA. Ga. THE PLAN SET SHALL CONTROL. oc SIMPSON(ON > 11.0 END CONNECT A34 L530 O SECOND FLOOR) FOR ROUGH 4.. I/2" HIGH CONNECTOR EQ., TYP OPENINGS UNDER5'-0" ONLY (1) SIMPSON STRENGTH OR W/4-86 X 1 1/2'' (ON CONC. SLAB) SIMP50N HTT4 • r100 ti CSI6 SPAN FLOOR 5T5, TO BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x5" ATR IN SIMPSON SET HETA 12 e 24110.C. 4 4-S6 X 1 1/2" EPDXY 4 (18) l6d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH L 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING DRAWN N/K/PDK �oB _ OPENINGS OV 5'-0" ONLY (1) SIMPSON HTT4 W/ (1) 51W A THREAD WALLS WITH NO UPLIFT, L ROD SET IN STRAPPING MAY BE 51MP50N SET EPDXY 4 (IS) Ill NAILS ELIMINATED, UNLE55 EMBED A.5.511 (MIN,) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF Wall Con. Non -Load Brnq. Location T Header Detail FILLED CELL .00CURS BELOW . SCALE: NTS $-� SCALE: NTS 51MP50N L5TA12 FROM ENp OF BUCK. (TYP. ALL 2X WINDOW EACH STUD OR EQUIV. BUCK ATTACHMENT.) 2-2"x4" BLOCKING WITH 4 -Ill COM TOENAILS 6 EACH ENE) 2x8 PT VERTICAL (ABV.) ,@ WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT Q 24" O.C. TYP. 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment 1/4" x 2-1/4" TAPCON 6 12" O.G. OR PER MANUFACT. SPECS. S-2 CMU WALL BELOW SIMP50N CS16 a CORNER 6 16" O.C. HORIZONTALLY L Non-Brn . Frame Down Header Detail - S-2 Multi—use SCALE: NTS I WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS e EA, G NAIL PECS ''J'' SOLI REFL cCEt'IEN I Ci4,4fRT. • THE FOLLOUJING "J" BOLTS C;AN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION 0NL1'. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKE=5 PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED & APPROVED 51' E.O.R. IN WRITING. "J" 5OLT5 TITEN HD 5OLT5 I- f T 1/2" x 8" F 1/2" x 8" 1/2" x 8" X 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" XVI �4 5/8" x 5" EMBED ENGINEERING, LL.0 SHALL AUTOMATICALLY SRu55 FOR MORE INFO HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE _1 SIMPSON A35 ,2 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S 5PECIFICATIONS ADDED 142 MPH SHEETS WINDOW ATTACHMENT POINTS TO 2X REVISIONS MEMBERS OR DIRECTLY TO CMU/WOOD DK/PK REVISIONS FRAMING ONLY. NUMBER OF DIAD, MEM5ER5 GEN NOTE REVISED DK/PK RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER u,�zz� 2wmW=E QDO<a. SPECS GIVEN IN THIS DETAIL. 2X TO 2X i>1 'L'�OZ0 it Q ATTACHMENT TO BE 51MP6ON 435. KNEE w N of M z-il100 p z ���z WALL ABOVE ARCH NECESSARY ONLY PER --w aZOww TN-OSZW CIC 0 OPENING VARIATIONS. MIN. 2X BUCK FOR 7 Ux�� WINDOW/SHEATHING ATTACHMENT 6 TOP/51DE5 OF ARCH OPENING. IF ARCH TOP WWW Lij W�¢o WW�� Q z ¢ PROHIBITS 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 0 EACH 51DE TO EDGES OF OPENING. ALL TAPCONS TO HAVE LLLT MIN. 1-1/4" EMBEDMENT. WITH 1/2" ANCHOR BOLT Q 24" O.C. TYP. 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment 1/4" x 2-1/4" TAPCON 6 12" O.G. OR PER MANUFACT. SPECS. S-2 CMU WALL BELOW SIMP50N CS16 a CORNER 6 16" O.C. HORIZONTALLY L Non-Brn . Frame Down Header Detail - S-2 Multi—use SCALE: NTS I WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS e EA, G NAIL PECS ''J'' SOLI REFL cCEt'IEN I Ci4,4fRT. • THE FOLLOUJING "J" BOLTS C;AN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION 0NL1'. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKE=5 PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED & APPROVED 51' E.O.R. IN WRITING. "J" 5OLT5 TITEN HD 5OLT5 THREADED ROE) SET IN 51MP5ON 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 5/8" XVI 5/8" x 8" 5/8" x 5" EMBED SCALE: NTS 5HEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. -FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. I6" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. - REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE TRU55 71116" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING//(MIN. STUD GRADE SYP) 5TRAPPING FASTEN EA. 5TUD TO TOP PLATE w/ 51MP5ON 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 0 PANEL EDGE5 w/ (3)16d TOENAILS EA. ENE) SIMP50N 6P1 w/ 10-10d NAIL5 EA. STUD FOR 5TUD5 BELOW HDR. (2) SIMPSON 6P4 w/ 6-10dx1 1/2 NAILS EA. STUD INSTALL 1121'X 6" THREADED ROD IN SIMPSON SET EPDXY -s 2'-0" O.C. (MAX) CENTERED ON NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALL5 USE 5PH8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN 2x8, USE SIMP5ON SPI S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5111 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." WALL'CMU WALL - SEE 2X PT = ©'1 " B Structural Kn eewa l l FLOOR PLAN FOR BOTTOM : v i w S-2 SCALE: NTS MORE INFO. PLATE P 00 •a� EDGE5 (5EAM5 SHEATH BLOCKII FOR WAI PANEL SHEATHI FOR RO, TONGUE GROOVE FLOORS T** }fzll NAILING SCHEDULE CONTRACTOR TO VERIFY ALL DIMENSIONS HIGH WIND TO ENGINEER PRIOR TO STARTING ANY NAIL SHEATHING 50UNDARY EDGE: FIELD ROOF 0.131 x 2 1/2" Rb. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LL.0 SHALL AUTOMATICALLY SRu55 FOR MORE INFO HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 2x 5TUD5 16 " O.C. 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 0 W �-� aw ao LU �aop u,�zz� 2wmW=E QDO<a. w i>1 'L'�OZ0 it Q in Zo� jOaz Wo UK �4 W w N of M z-il100 p z ���z NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALL5 USE 5PH8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN 2x8, USE SIMP5ON SPI S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5111 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." WALL'CMU WALL - SEE 2X PT = ©'1 " B Structural Kn eewa l l FLOOR PLAN FOR BOTTOM : v i w S-2 SCALE: NTS MORE INFO. PLATE P 00 •a� EDGE5 (5EAM5 SHEATH BLOCKII FOR WAI PANEL SHEATHI FOR RO, TONGUE GROOVE FLOORS T** }fzll NAILING SCHEDULE CONTRACTOR TO VERIFY ALL DIMENSIONS HIGH WIND TO ENGINEER PRIOR TO STARTING ANY NAIL SHEATHING 50UNDARY EDGE: FIELD ROOF 0.131 x 2 1/2" Rb. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) EXECUTED FROM THESE PLANS WITHOUT BOUNDARY NAILING FOR WALL, DASHED L INE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.G. 5U5 FA5CIA OR LJALL PLATE BOUNDARY SAILING 'PERIMETER OF IAPHRAGM) NOTE: ON 16-24" PANE=LS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP. 'a 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGE5. GYPSUM STANDARD 5CREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS Q 7" OC. ALONG ALL SUPPORTS, MIN. • I/2" GYP CEILING ON 24" D.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREW5 AT 6" O.G. ALONG EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE 6UPPORT6, MIN. • 5/8" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/5" TYPE W OR 5 6CREW5 'a 7" O.C. 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 EDGE5 AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Typical Nailing Schedules (Floor, Roof, Wall SCALE:NT NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES 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, LL.0 SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o 0 W �-� aw ao LU �aop u,�zz� 2wmW=E QDO<a. w i>1 'L'�OZ0 it Q in Zo� jOaz Wo UK �4 W w N of M z-il100 p z ���z --w aZOww TN-OSZW CIC 0 p;V)1 a0O2Q, O =w W 7 Ux�� WWW Lij W�¢o WW�� Q z ¢ cc aad Ix uaCcN~K LU uiJ LLLT °C N Q�Ln -j C � LU In Z Cc O d N O t9 zLL�¢ �jw w Zcri0 D� W F00v QLJi LU Z Vi Ga. a. oc > 11.0 •z_ r • /"� a • r100 ti —Jl L DATE SCALE NO7ED DRAWN N/K/PDK �oB _ Sheet content: Structural Details Sheet number: 5.2 PER JOINT BRACING Truss Bracin Overly Detail $-$ SCALE:NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.5. NAIL5 12" _-� O.C. ALL-AROUND WALL SHEATHING NAILED PER 2x41, CONST. 2x6 50LE PLATE CUT OUTSIDE EDGE PLUMB TO ALLOW 50LI1D CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD SCREWS 4" Lu C5 16 TO CHORD 1 CHIMNEY CA. ORNER LASHING ALL-AROUND SADDLE ROOF ELEMENT O.G. ALL-AROUND -TOP CHORD ENG. TRUS5E5 'a 24: O.C. 2x6 BLOCKING FASTENED TO BOOP SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fire lace Chase Detail $-$ SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. Ila 1'-0" MAX APA RATED SHEATHING. 5EE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR PRE-ENGINEERED TRU55E5 6 24" O.C. O SEE DETAIL A ON THI5 SHEET (TYP) OUTRIGGER OR L5TA12 - 8'-O" DBL 2X4 PREFAB ROOF 2x4 BLOCKING 1/2" CEILING GYP BD W/ L5TA12 STRAP PLATE CONT. ATTACHED W/ (2) 5d COOLER NAILS 7" 48" O.C. ti V-0" (MAX.) $_$ SCALE:NTS a TOENAILS EACH DIAPHRAGM AREA (4 W/ SIMP50N NOTE: SEE TRUSS LAYOUT END, UNO. BAY OR 8 ft FROM MASONRY WALL) ATTACHED TO BOTTOM CHORD OF HT520 e 32" ku GABLE FOR ADDITIONAL CONDITIONS. O.C. OR C516 u�i t. NOTE: CRO55 BRACING 4 TO ALIGNING ur ALL BLOCKING TO BE W/(1) #5 REBAR CONT. IN KNOCKOUT COURSE STUDS BELOW Lu C5 16 TO CHORD 1 CHIMNEY CA. ORNER LASHING ALL-AROUND SADDLE ROOF ELEMENT O.G. ALL-AROUND -TOP CHORD ENG. TRUS5E5 'a 24: O.C. 2x6 BLOCKING FASTENED TO BOOP SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fire lace Chase Detail $-$ SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. Ila 1'-0" MAX APA RATED SHEATHING. 5EE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR PRE-ENGINEERED TRU55E5 6 24" O.C. O SEE DETAIL A ON THI5 SHEET (TYP) OUTRIGGER OR L5TA12 - 8'-O" (ll 51MPSON PREFAB ROOF 2x4 BLOCKING 1/2" CEILING GYP BD W/ L5TA12 STRAP �. ATTACHED W/ (2) 5d COOLER NAILS 7" 48" O.C. ti 0.131 x 3 1/2" R.5. O.C. OR EQUAL, $_$ SCALE:NTS a TOENAILS EACH DIAPHRAGM AREA (4 HETA 20 48" O.G. NOTE: SEE TRUSS LAYOUT END, UNO. BAY OR 8 ft FROM MASONRY WALL) ATTACHED TO BOTTOM CHORD OF VOLUME �Ci .• I/2" GYP BD FLAT OR CATHEDRAL GABLE FOR ADDITIONAL CONDITIONS. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL51" O.C. OR AREA t. NOTE: CRO55 BRACING 4 8" M460NRY WALL OR 8 FEET FROM MA50NRY WALL) ALL BLOCKING TO BE W/(1) #5 REBAR CONT. IN KNOCKOUT COURSE F Gable Diaphragm Side Wall REPEATED 48" O.C. TYP. able Section - For Gable Less Than 41-011 High Igh SCALE: NTS APA RATED - SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 5TRAP 48" O.C. (1) 51MP50N LTA2--' 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL- W/(I) #5 REBAR CONT. IN KNOCKOUT COURSE '-6:!�I, M/N LTRU55 \-2x4 BLOCKING \--(I) 51MP50N L5TA12 x-1/2" CEILING GYP BD W/ 5d ATTACHED UJ/ (TYP) OR COOLER NAILS 7" O.C. OR BOTTOM (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM EACH END, O.C. MA50NRY WALL) UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING ALL BLOCKING TO BE PLAT OR CATHEDRAL REPEATED 48" O.G. TYP. )Expanded Blocking Information Diagram SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU-55E5 SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY BC51) APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.o. PRE-ENCz UJOOD TRUSS (TYf=) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE — 2x4 COLLAR TIE MID -HEIGHT e 4 RAFTER PROVIDE (5) 16d NAILS EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH 45 ENTRYWAYS 4 PORCHES NOTES: 1, ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 4'-0" TO 8'-011 ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE 12 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ SIMPSON M5TA24 TEN51ON 5TRAPS a EACH TRU55 U51NG (14) 106 NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 'a EACH 51DE OF TRU55 8 THREADING THE U -SHAPED 5TRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. 4. SECURE RAFTERS TO CLEAT # WRAP TO TOP CHORD USING 51MP50N HT520 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, 06) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAILS. 5. SECURE RAFTERS TO RIDGE BEAM U51NG 51MP5ON L55U210 SLOPING HANGER W/ (10) 106 NAILS INTO RIDGE BEAM 8 (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 8 (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE L5U26 W/ (6) 10d 8 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. r Valley Set Attachment Detail $-$ SCALE: NTS KNEEWALL INSTALL 51MP50N LU524 STUDS MIN. MIN. EA. 51DE OF THE _A CEILING J015T5. JOISTS 16 O.G. TO BE PER NOTE #1 ATTACH THE CEILING FRAh WITH (4) 0.131 X 3-1/2" NAIL; TO EA. STUD ALL AROUND PERIMETER, IF ABUTTING MA50NRY USE P.T. 5YP #2 LEDGER AND ATTACH TO MA50NRY W/ 1/4" DIA. X 3" TAPCON5 6 6" O.G. MAX, M Typ. Frame Down Cig. S-3 SCALE: NTS UNBRACE WALL HE IGHT OR L5TA12 - 8'-O" 2x4 I, 16" O.C. PREFAB ROOF 2x4 0 16" c.c. 9'-0" 2x4 Q 16" O.C. V_4" TRU55E5 e 10'-0" 5TUD TO TDP PLATE5• I I $_$ SCALE:NTS a 24" O.C. . G NOTE: SEE TRUSS LAYOUT HARMLESS 70 ANY LIABILITY, CLAIM5, 910IT5, OR LITIGATION BY ANY INTERESTED VOLUME �Ci .• FOR ANY ADDITIONAL STRAPPING REQUIRED 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d FOR ADDITIONAL CONDITIONS. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL51" O.C. OR AREA EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY DK/PK NOT DIRECTLY OR 8 FEET FROM MA50NRY WALL) (1) M5TA30 AT EVERY DK/PK F Gable Diaphragm Side Wall PRE -ENGINEERS OTHER STUD (32" O.G. :v FMAX.) FROM UPPER STUD ATTACHED TO S-$ j (For Illustration Only) SCALE:NTS GEN NOTE REVISED WROODS ROOF TO LOWER TOP PLATE, % J°•� �% APA RATED SHEATHING. SEE SEE NAILING INTERIOR NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCHEDULE TABLE 121Uj O 0 O� 0< ww' w W ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 6 FOR ATTACHMENTS W 51MP50N 5PH4 �vo10 LL Z ?� , V N �2_ lu N INTERSECTING BLOCKING 1 VOLUME AREA NAILING. IF 5TUD5 ALIGN, 5TRAP SHALL EXTEND �1 BOTTOM OF WALL INSTALL (1)'k MBTAM24 AT EVERY STUD (16 M,4X APA RATED 5HEATHING. UPPER STUD TO LOWER STUD. TYPICAL HIDA CONFIGURATION, DO NOT NAIL 16. O.C. MAX.) EMBED STRAP RE -ENGINEERED TRUSSES 24 O.G. SEE NAILING SCHEDULE THROUGH OTHER 5TRAPPING/CONNECTOR6. w¢a- I-w=Hw W AT EACH TRU55 AT Extended Bottom Chord TABLE FOR ATTACHMENT. U.N.D. M °° j J U TRU55 CONNECTIONS. C9 � /2" CEILING GYP BD W/ 5d Connection Detail O. M 00 LU SCALE:NTS �a Uj d 0Z 00 ItT COOLER NAILS 7" D.C. OR EQUAL, -� N m F3 z O^ Q Y Z 0 O CC W 0 OO DIAPHRAGM AREA (4 BAY OR 8 Q W Z N a a O ft FROM MASONRY WALL) (1) SIMPSON L5TA12 I STRAP 48" O.C. (U SIMPSON HETA20 a FNy ur SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. GABLE DETAIL (TYP) FLAT OR CATHEDRAL 8" MASONRY WALL W/(1) #5 11 I/2" GYP BD REBAR CONT. IN KNOCKOUT COURSE °4 NOTE: CROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.C. TYP. rG TYP. Masonry Gable End $.3 SCALE:NTS SEE NAILING — APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT, U.N.0, ATTACHMENTS LU DATE 2i3_fa8-IB 2x4 DIAGONAL DRAWN IyK1P4';)K JOB _ ATTACHED 0.131 x APA RATED 1'-0" 1/ISW'a SHEATHING. SEE M4X INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT. U.N.O. (U 51MP50N L5TA12 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7 O.C. EACH END OF "LI' OR EQUAL, DIAPHRAGM BRACE AREA (4 BAY OR 8 ft _Z FROM MASONRY WALL) 2x4, 2x6, OR 2x8 O.C. SEE FLOOR PLAN FOR SIZING OF PRE-ENGINEERED 5TUD5 TRUSSES 6 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING 6 ALL (1) 51MP50N H1OA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CR085 BRACING 4 ALL BLOCKING TO BE TYP. Frame Wall Gable End REPEATED 48" D.G. TYP. tl H Q2 SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU-55E5 SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY BC51) APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.o. PRE-ENCz UJOOD TRUSS (TYf=) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE — 2x4 COLLAR TIE MID -HEIGHT e 4 RAFTER PROVIDE (5) 16d NAILS EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH 45 ENTRYWAYS 4 PORCHES NOTES: 1, ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 4'-0" TO 8'-011 ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE 12 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ SIMPSON M5TA24 TEN51ON 5TRAPS a EACH TRU55 U51NG (14) 106 NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 'a EACH 51DE OF TRU55 8 THREADING THE U -SHAPED 5TRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. 4. SECURE RAFTERS TO CLEAT # WRAP TO TOP CHORD USING 51MP50N HT520 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, 06) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAILS. 5. SECURE RAFTERS TO RIDGE BEAM U51NG 51MP5ON L55U210 SLOPING HANGER W/ (10) 106 NAILS INTO RIDGE BEAM 8 (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 8 (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE L5U26 W/ (6) 10d 8 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. r Valley Set Attachment Detail $-$ SCALE: NTS KNEEWALL INSTALL 51MP50N LU524 STUDS MIN. MIN. EA. 51DE OF THE _A CEILING J015T5. JOISTS 16 O.G. TO BE PER NOTE #1 ATTACH THE CEILING FRAh WITH (4) 0.131 X 3-1/2" NAIL; TO EA. STUD ALL AROUND PERIMETER, IF ABUTTING MA50NRY USE P.T. 5YP #2 LEDGER AND ATTACH TO MA50NRY W/ 1/4" DIA. X 3" TAPCON5 6 6" O.G. MAX, M Typ. Frame Down Cig. S-3 SCALE: NTS UNBRACE WALL HE IGHT #2 5YP 8'-O" 2x4 I, 16" O.C. 8'-8" 2x4 0 16" c.c. 9'-0" 2x4 Q 16" O.C. V_4" 2x6 6 16" c.c. 10'-0" 5TUD TO TDP PLATE5• I I ALL RAFTERS SHALL BE '2 SOUTHERN YELLOW PINE e 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN A5 FOLLOWS: UP TO 4'-0" ---- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X13 15'-0" TO I6-0" ---- 2X12 NOTES : I. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO 51MP50N'6 INSTRUCTIONS 4 SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X 5YP #2 AND SAME DEPTH AS RAFTERS (PT AT MASONRY CONTACT). NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THI5 TABLE FOR ITS GIVEN OPT ION5," LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX, SPACING (#2" 5YP MIND" 142 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table OMFRE5510N WEB SLOPING OR VERTICAL WHEN TRU55 8 5TUD ARE ALIGNED 51MP50N TWI5T STRAP TYPE CONNECTOR ONTINUOUS PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRU55 4 5TUD BELOW NO 5PH4 15 SCALE:NTS 0.131 x 3" COMMON IG " o.c. COMMONS SEE TABLE FOR NAILING Q 4.0,131 x SCHEDULE 6 SPLICE 3 1/2" COM. DOUBLE TOP PLATE Li 3-0.131 x 3" COMMON a' DOUBLE STUD "ld EA. 510E OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" COM. COMMON e 16" O.c. 5TUD5 a 16" O.C. PT BOTT. PLATE 2-0.131 x 3" r `` COMMON 2-0.131 x 3 1/2" COM. 1 2-10 x 3 1/2" SEE TABLE BELOW FOR LAP5PLICE `COP PLATE FAVENER5 TOP PLATE FASTENER 5CHEDULE (EXTERIOR WALL) NEEDED a THI5 5TUD. ---PERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BID TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED e APPROXIMATELY 20' INTERVALS. NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 1x4 MIN. BRACING W/(3) 0.131 x 31/2" NAILS Is INTERSECTING WEBS 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'6 ON EACH 511DE OF STUD TO 0,131 x 3" a 8" 0/C BOTTOM PLATE E SIMPSON PROJECT. USE OR COPY 15 PERMITTED BY 6P2'5 ON EACH SIDE OF CLB Diagonal Brace 20' Max Intervals Detail 5TUD TO TDP PLATE5• I I $_$ SCALE:NTS a INTERIOR . G NOTE: SEE TRUSS LAYOUT HARMLESS 70 ANY LIABILITY, CLAIM5, 910IT5, OR LITIGATION BY ANY INTERESTED VOLUME �Ci .• FOR ANY ADDITIONAL STRAPPING REQUIRED Sc c FOR ADDITIONAL CONDITIONS. SCALE:NTS 0.131 x 3" COMMON IG " o.c. COMMONS SEE TABLE FOR NAILING Q 4.0,131 x SCHEDULE 6 SPLICE 3 1/2" COM. DOUBLE TOP PLATE Li 3-0.131 x 3" COMMON a' DOUBLE STUD "ld EA. 510E OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" COM. COMMON e 16" O.c. 5TUD5 a 16" O.C. PT BOTT. PLATE 2-0.131 x 3" r `` COMMON 2-0.131 x 3 1/2" COM. 1 2-10 x 3 1/2" SEE TABLE BELOW FOR LAP5PLICE `COP PLATE FAVENER5 TOP PLATE FASTENER 5CHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 0 5PLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 6 3" 0/C 0,131 x 3" a 8" 0/C TOP PLATE FASTENER 5CHEDULE (INTERIOR WALL) LAP5PLICE NAILING 6 5PLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 6" 0/C 0.131 x 3" 6 8" OIC .-r COM. DOUBLE 5TUD CONDITION i 5-0.131 x 3 1/2" COM. 2-0.131 X 3 1/2" COM. DOUBLE TOP PLATE 0.131 x 3 1/2" COM. 16" o.c. 3-0.131 x 3 __ 2-0,131 x 3 1/2" COM, 1/2 'COM. PT BOTT. PLATE 4 5TUD CORNER &INGLE 510 CONDITION IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATE5: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" 126 COM. 12" D.C. 4-16d COM, 2-Sd COM. -\a, i UNLESS NOTED 2-21x4" W/1/2" PLYWD. OTHERWISE, AT A < MINIMUM ALL ' SPACER NOTE: 2X4'5 UNSPECIFIED FRAME MAY BE TURNED TO FRAME FLATWI5E 50 NO CONNECTIONS SHALL SPACER 15 NEEDED. CON515T OF (3) �16d COM. 6 8" O.C. 0.131"X3-1/2" END c 106 COM. @ 12" o.c. NAILS OR TOENAILS. 4-16d COM. *A SIMP50N MSTCM 60 INT. HEADER (NON-5EARING) MAY BE SUBSTITUTED FOR AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED CELL. (1) SIMPSON MSTA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERS AT CORNER. MAY BE APPLIED OVER SHEATHING. 0.131 x 3" COMM. a 16" O.C. SIMPSON 5PH4/6/,5 OR 5IMP50N 5DWC15600 FROM STUD TO TOP PLATE 0,131 x 3 1/2" COM. a 8" O.G. SIMP5ON HTT4 W/ DIAA,5.* General Wood Attachment Details rl�4 -�-- CONTRACTOR TO VERIFY ALL DIMEN51ON5 P 5TUD coRNEF WHEN STUD 15 S-3 SCALE:NTS STRAPPING INFORMATION THE5E PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY ° NOT ALIGNED PLAN5, REGARDLE99 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX D a INTERIOR . G WITH A TRU55 % AND/OR WHEN HARMLESS 70 ANY LIABILITY, CLAIM5, 910IT5, OR LITIGATION BY ANY INTERESTED VOLUME �Ci .• SPECIFICATIONS ACCOMPANY THESE TRUSS STRAP 15 FOR ADDITIONAL CONDITIONS. REVISIONS AREA NEW CODE UPDATES DK/PK NOT DIRECTLY (1) M5TA30 AT EVERY DK/PK PRE-ENGINEERED PRE -ENGINEERS OTHER STUD (32" O.G. :v FMAX.) FROM UPPER STUD ATTACHED TO Wool) ROOF GEN NOTE REVISED WROODS ROOF TO LOWER TOP PLATE, % J°•� �% INTERIOR WRAP TOP PLATE AS �i NEEDED FOR FULL .• 121Uj O 0 O� 0< ww' w W U Z w Owwi= O9 CIC W 51MP50N 5PH4 �vo10 LL Z ?� , V N �2_ lu N PLYWOOD TO EXTEND TO - 1 VOLUME AREA NAILING. IF 5TUD5 ALIGN, 5TRAP SHALL EXTEND �1 BOTTOM OF WALL INSTALL (1)'k MBTAM24 AT EVERY STUD (16 STRAP EACHFROM UPPER STUD TO LOWER STUD. TYPICAL HIDA CONFIGURATION, DO NOT NAIL W J O.C. MAX.) EMBED STRAP o TRU55 (SEE THROUGH OTHER 5TRAPPING/CONNECTOR6. w¢a- I-w=Hw W AT EACH TRU55 AT Extended Bottom Chord Attachment Details. M °° j J U TRU55 CONNECTIONS. C9 � Frame Wall Truss NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 6 LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (5PACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS (2) 2"x LAMINATIONS ATTACH w/ 0,131 x 311 R•5. NAILS STAGGERED 6 611 O.G. ALONG THE LENGTH OF THE COMPONENT (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131x3"R.5.NAILS 66'1 O.C.ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN. 8" USE (3) ROWS. (4) 2"x LAMINATIONS ATTACH Lu/ 51MP5ON 5D525600 WOOD 5CREW5 STAGGERED @ 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8 USE (2) ROWS 'a 611 O.C.. TvD. Nailing Schedule for Built -Up Columns & BEAMS NOTE: L SEE TRUSS MANUF=ACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT 1,"11' BE REaUIRED, 2 "T" BRACING NIA1' BE USED IN PLACE: OP PERMANENT BRACINCx PROVIDED IT EXTENDS OVER 6 LEAST 'BO% OF THE WEB. SCALE: NTS CONTINUOUS 2041 20-0" SEE EXPANDED BOTTOM CORD BLOCKING A IN 1 4 DIAGRAM BR C G X MIN. GLB DIAGONAL_ BRACE AS REQUIRED BY BGSI L�Lt lL 0 k � Lu m C TOP 4 BOTTOM CORD GABLE END. BRACING Gable & Clg Bracing Diagram 4'-0" O.G. MAX. FOR FIR6T SCALE: NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANGIES WHEN STUD 15 ViORK. THE5E PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY ° NOT ALIGNED PLAN5, REGARDLE99 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX D a .THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY WITH A TRU55 % AND/OR WHEN HARMLESS 70 ANY LIABILITY, CLAIM5, 910IT5, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE TRUSS STRAP 15 FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK NOT DIRECTLY ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK ATTACHED TO GEN NOTE REVISED DK/PK 5TUD USE (1) 121Uj O 0 O� 0< ww' w W U Z w Owwi= O9 CIC W 51MP50N 5PH4 L1. 0 LL Z ?� , V N �2_ lu N rl OR 5P2 00 �Qao zN$o�ia ¢� O TYPICAL HIDA CONFIGURATION, DO NOT NAIL W J app O =w22� � v8 azaF� W o y� V O w l7 w w j J waa-rmn ww3o D �[ THROUGH OTHER 5TRAPPING/CONNECTOR6. w¢a- I-w=Hw W x m a " � L%% REFER TO CONNECTOR NOTES FOR FRAME TO a M °° j J U TRU55 CONNECTIONS. C9 � Frame Wall Truss Connection Detail O. M 00 LU SCALE:NTS �a Uj d 0Z 00 ItT NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 6 LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (5PACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS (2) 2"x LAMINATIONS ATTACH w/ 0,131 x 311 R•5. NAILS STAGGERED 6 611 O.G. ALONG THE LENGTH OF THE COMPONENT (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131x3"R.5.NAILS 66'1 O.C.ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN. 8" USE (3) ROWS. (4) 2"x LAMINATIONS ATTACH Lu/ 51MP5ON 5D525600 WOOD 5CREW5 STAGGERED @ 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8 USE (2) ROWS 'a 611 O.C.. TvD. Nailing Schedule for Built -Up Columns & BEAMS NOTE: L SEE TRUSS MANUF=ACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT 1,"11' BE REaUIRED, 2 "T" BRACING NIA1' BE USED IN PLACE: OP PERMANENT BRACINCx PROVIDED IT EXTENDS OVER 6 LEAST 'BO% OF THE WEB. SCALE: NTS CONTINUOUS 2041 20-0" SEE EXPANDED BOTTOM CORD BLOCKING A IN 1 4 DIAGRAM BR C G X MIN. GLB DIAGONAL_ BRACE AS REQUIRED BY BGSI L�Lt lL 0 k � Lu m C TOP 4 BOTTOM CORD GABLE END. BRACING Gable & Clg Bracing Diagram 4'-0" O.G. MAX. FOR FIR6T SCALE: NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANGIES TO ENGINEER PRIOR TO 5TARTING ANY ViORK. THE5E PLAN5 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 PLAN5, REGARDLE99 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT .THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS 70 ANY LIABILITY, CLAIM5, 910IT5, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5, 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 121Uj O 0 O� 0< ww' w W U Z w Owwi= O9 CIC W IZ- ws�r✓R �OwCOu�— O— a y`, L1. 0 LL Z ?� , V N �2_ lu N rl =pz LU zz82E LU JI 00 �Qao zN$o�ia ¢� O cna = �i��uw' �w W�QCF,. lJ,. W J app O =w22� � v8 azaF� W oC LL Z y� V O w l7 w w j J waa-rmn ww3o D �[ 'Q. w¢a- I-w=Hw W x m a " � L%% 51 $ o a a M j J U C9 � �� Zr en N O. M 00 LU �a Uj d 0Z 00 ItT 3 n -� N m F3 z O^ Q Y Z 0 O CC W 0 OO LL Q W Z N a a O a 1IL a FNy ur 0:z 11 LU DATE 2i3_fa8-IB SCALE NOTED DRAWN IyK1P4';)K JOB _ Sheet content: Structural Detailq Sheet number: 5�--142 I I III I I IIS i I � � III II i i .., :w.,r� .,.,...,."...........W.�,I.—.�,.....,...,...,..-......ems ,,. ....�.�...,..ww�.....-.u.,wa.--..,w,-.. .W.„i \ DBL. 2 x 4 TOP PLATE SIMPSON 5PH4 Q EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 8 BOT. CORD OF TRUSS. SIMPSON L6TA30 w/ 22 -106 NAILS 6 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING e SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES FO ROOF COVERING & SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT B FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE $ ELEVATION5 WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1116" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE SIMPSON C516 OR SIMPSON M5TA36 S 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 112 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRUSS JOIST (INSET) 2x4 PLATW15E VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS.. 2x4 12 SYP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRUSS JOIST ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRUSS LAYOUT FOR — STRAPPING INFORMATION 8" CONG. K.O. BLOCK BOND— BEAM POUR SOLID W/ I - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR — PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG. SILL 4" HIGH CONC. BLK. 8" CMU PER ASTM -C 90, 1900 PSI MIN, W/ TYPE M OR S MORTAR PER ASTM -C 210. 5/8" CEMENTITIO IA NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 "AT 2x6 WALLS USE SPH( TO ENGINEER PRIOR TO 5TARTIN6 ANY CONNECTORS IN LIEU OF THESE PLANS ARE THE PROPERTY OF 5PH4 CONNECTORS SHOWN. RETURNED UPON COMPLETION OF THE AT 2x8 WALLS USE SPHS CONTRACT ONLY. ANY CHAN6E5 TO THESE CONNECTORS IN LIEU OF WITHOUT WRITTEN APPROVAL OF VORTEX 6PH4 CONNECTORS SHOWN. EXECUTED FROM THESE PLANS WITHOUT FOR WALLS LARGER THAN ENGINEERIN6, LLC SHALL AUTOMATICALLY 2x8, USE 6IMP50N SPI'S ON HARMLESS TO ANY LIABILITY, CLAIMS, EACH SIDE OF STUD t0 PARTIES IN THE PROJECT. IF BOUND BOTTOM PLATE # 5IM1 SON PLANS, THEY SHOULD BE READ CAREFULLY SP2'5 ON EACH SIDE OF REVISIONS STUD TO TOP PLATES. NEW CODE UPDATES U.N.O." REVISIONS DBL. 2 x 4 jj ENGINEERED TOP PLATE ROOF TRUSSES ADDED 160 MPH SHEETS f24" O.C. MAX. SIMPSON SPH4 12 EACH STUD TO TOP PLATE SEE ELE WALL CONNECTION W/0 WINDOW --INSULATION BAFFLE SEE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL INSULATION PER COMMUNITY (2)-2x WD. HEADER (U.N.O.) W/ SPECS OR ENERGY CALLS 1/2" FLITCH PLATE SEE FLOOF 1/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR ,@ EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP TOP PLATE W/ 5IMP60N 5PH4 6 16" O.C. EACH STUD (12) 106 NAILS EACH, GYP. BOARD I RETURN ENGINEERED ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING DETAEATHING BAFFLAE ION ` INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 4;11 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ 61MP5ON 5PH8 's 16" O.C. EACH g� STUD (12) 10d NAILS EACH. ELEVATION GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES WINDOWSILL CAULK 6 WINDOW WINDOW SILL CAULK 6 WINDOW 2 x 4 SILL 2 x 8 SILL INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE ENERGY CALCS 2X FRAME WALL SEE CABLE `�A11111 fII/ "N" ON SHEET 6-3 FOR "N" ON SHEET 5-3 FOR SPACING. SPACING. ,�� \, •,.....,••J7j�j/fir, 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD �`;•• 2' Q Co 0 0 75.. 1116" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL = :w �' a Z 4 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 a, Cl : j Z ON SHEET 5-2 i J� • , ° cij-' PRE ENGINEERED WOOD /'dd FLOOR TRUSSES 6 24" O.C. INSTALL 1/2" DIA, x 8" "J" 111111` BOLTS & WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL. USE DOUBLE KO BLOCK COURSES WITH SIMPSON SPHS 2-"5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRAGED LENGTH OF MASONRY WALL TOP) IS LE55 2x8 PT SOLE PLATE THAN OR EQUAL TO 6'-(o" AND DOUBLE SIMPSON HETA20 6 32" O.G. IF COURSE SHOWN IS NOT NOTED AT THE ATTACHED t0 RIMJOISTS. 624" O.C. FLOOR PLAN, IT IS ACCEPTABLE TO USE MAX IF ATTACHED t0 FLOOR A SINGLE KO BLOCK COURSE WITH 2 -*5 IX P.T. FURRING HORIZ. TRUSSES BARS CONT, IN LIEU OF THE DOUBLE 04COURSE SHOWN IN THIS DETAIL.) •�' a I/2" CEILING GYP. BOARD SEE NOTE ON N -i PAGE FOR SPECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLICATION SHALL CONTROL, IX P.T. FURRING HORIZ, 8" GONG, K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT, HORIZ. MIN. LAP = 25'' 1 x 6 P.T. CURTAIN NAILER a OPENINGS I x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK 5TRIP 1 x P.T. BUCK 5TRIP WINDOW SILL - CAULK WINDOW e 1/2" GYPSUM BOARD ° a 1— SE ° NGOUND AP AN FINISH PER FBCR 103.1.2 <. ° FOOTING SEE FOUNDATION PLAN FOR SIZES $ MORE INFO. Typical Two Story Wall Section S 4 J SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL - CAULK a WINDOW ° WIND RESISTANT —1/2" GYP5UM BOARD PRE -CAST CONC. SILL 4" HIGH CONC. BLK. ° 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB, PSI MIN. W/ TYPE M ORS SEE FOUND. PLAN MORTAR PER ASTM -C: 210, 5/8 CEMENTITIOUS FINISH PER FBCR 103.1.2 ° ° °$ FOOTING SEE FOUNDATION PLAN ° FOR SIZES & MORE c Typical Two Story Wall Section -' W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 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, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN6, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 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 1- 0 � 0z W Z� wmWE Odd LL! C. E-"�gzz� _ �2 i—y rl Gr�OwO = N N M >LLmd n:aC7x�w =mzz o ��dz V— >- N J +00 �aOo Zv2, 0=0 Oz cc Z QLu w w2 0aa~ LL 3 .i �Y•L1 O ZwW� ci Zx CC u. o OzUJ uaddw ZOW-- d Z Lu d p w wcc H Q O d 4 u M C M (� H Ln w Z COM (AN a. Q Cr Ln J 00 J W uj W � I* 000 Ln N V Z v' Q u Z M OU � ui u0 �u- d W V) Z Oaa > �a 0 V 0 LU DATE IDS -0g -le SCALE N07"E0 DRAWN MK/PF-)K JOB Sheet content: Structural Details 5heet number: 54 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NOTE: THESE PLANS ARE THE PROPERTY OF DECKING RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLAN5, RE6ARDLE59 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX "AT 2x6 WALL5 USE 5PH6 EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND CONNECTORS IN LIEU OF PLANS, THEY 5HOULD BE READ CAREFULLY 21'X4" PANEL BLOCKING a 48" O/C REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 ADDED 142 MPH SHEETS FOR THE FIRST V-0" OF END WALL __.. 2ND FLOOR FRAMING ADDED 160 MPH SHEETS DK/PK REVISIONS CONNECTORS IN LIEU OF 5IMP5ON 5PH4 TO EA. DBL 2x S.Y.P. TDP PLATE FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" REVISIONS ADDED CROSS STRAPPING DET'L DK/PK 5PH4 CONNECTORS SHOWN. STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS 51MP60N C516 OR M5TA36 STRAP ww"OWI-zo?aa 3oW� ooE UJ a W H lU j s Z >z ' .f u O _z�oLLom_ FOR WALL5 LARGER THAN NA1L5. =: fV M 'a 32" D.C., EVERY OTHER wr_1 00 opi o 'M vvla�`�rszw CIC O LU Q F wQ W w O Q W 2x8, USE 6IMP50N 5P1'5 ON �Q o w?zwO F� VWWV z<y7 z'w Uf w U. a EACH STUD z Uj Lu CL IN N Cr o a EACH SIDE OF STUD TO JM J U M (� Ln w jr 5 BOTTOM PLATE 4 51MP50NFOLLOW TABLE BELOW 01 LI 'i 'it o (14 Ln _z w OcFN 0 Z5 L L <C Z m0 SP2'6 ON EACH SIDE OF FOR APPROPRIATE W Q 00 V LU a W W d. CL STUD TO TOP PLATES. U.N.O.II SPACING 4 51ZE OF 00 ~-FLOOR J015T-5EE FRAMING PLAN WALL 5TUD5. 5TUD5 O° Z SHALL BE INSTALLED WEEP SCREED INSTAILED PER MAX. 16" O.C., SEE MANUF. DATE D3_27 -IS SCALE NO 7E,[,-) DRAWN MK/PDK JOB 00 SIMPSON HETA20 'a 32" O.C. MAX. 2x4 S.Y.P. 12 RIBBON 2"X4" CR055 BRACE W/4 -10d -a EA. FLOOR a 48" O/C FOR THE TRU65, IST 2'-O" OF END WALL C516 OR MSTA 36 W/ (4) 0.131X3 1/2" -s EA. END 32"O.C. (36" LONG) Q INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015T DECKING 2x12 5YP 02 WOOD 3-0.131 x 31/2" EA, BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR J015T WITH 5-16d TOENAILS. HETA20 32" O.G. ON THE s48" O/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END, (TYP) TOP 451MP50N G516 OR M5T,436 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR J015T, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. SEGMENT LENGTH TO BE A5 DELINEATED ON THE PLAN SET, OR LOOR JOIST -SEE FRAMING PLAN IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" RAMNG NOTES. IF B ALT. Frame/Masons Connection #1 TRUSSES ARE PARALLEL, PROVIDE S-5 SCALE: NTS BLOCKING AT 24" O.C. NOTE: AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING e 0.131"x3-1/2" TOENAILS DELINEATED AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: MSTA36 OR CS16 OR SET. (MIN. STUD GRADE 5YP) AT 2x6 WALL5 USE 5PH6 2"X4" CROSS BRACE 0 48" O/C FOR THE HETA20 WHICH 15 NOT PROVIDE A MINIMUM Z PLY END STUD AT CONNECTORS IN LIEU OF �X3 END WALL WEB USING 2-0.13111 X 3 R EACH E Mr NTD of W/ (4) OIl IAEA. END 1/2" AT 2x88 WALL5 USE 5PH8WN INTO 21X4" BLOCKING TOENAILS EA. ENp. INSTALL SIMPSON CS16 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, CROSS STRAPS WITH (U 0.131"x3 -I/2" NAIL AT EAG FOR WALL5 LARGER THAN FULL DEPTH BLOCKING H PASSING STUD AND 2x8, USE 5IMP60N 5P1'5 ON BLOCK, AND WITH 4 NAIL SHEATHING EDGES 2x 5TUD5 MINIMUM AT EACH END TC w/ (3) 0.131"x3-1/2" EACH SIDE OF STUD TO BOTTOM PLATE 51MPSON TOENAILS EA. END 16" D.C. TOP AND BOTTOM PLATES/END STUDS. 5P2'5 ON EACH SIDE OF STUD TO TOP �'o" CONSTRUCT WALL_ STRAPS SHOULD BE PLATE5. U,N.O," FLOOR A5 LOAD BEARING DIAGONAL AND AT 45�C OR LESS IN 51MP50N 5PH4 TO 2x4 PANEL BLOCKING � 48 O.C. FO J015T WITH UPLIFT REF. � .DEGREES tu RELATION TO EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) HORIZONTAL. TYPICAL. BOTTOM OF WALL. EN ENE). (TYP) TOP 4 BOTTOM GHORp SIMPSON HTT4 OR I/2" DIA NUT ATTACHED W/ (2) 16d TOE NAILS. EQUAL AT EACH END OF SEGMENT W/ MIN. 1- 114010 DIA x 1/6' ��� WHEN CRO55 BRACE ANGLE u WASHER GREATER THAN 45° EXTEND PANEL DIA ALL FOLLOW TABLE T THREAD ROD BLOCKING FOR THE FIRST 4'-0" OF END BELOW FOR WALL. IF DOUBLE END APPROPRIATE 01 STUD IS ovER AI/2" DIA /z" DIA SPACING 4 51ZE OF --► 00 VOID SPACEANCHOR INSTALL SOLID 2X BOLT COUPLING WALL 5TUD5. STUDS SHALL BE INSTALLED JOINT BLOCKING BELOW.P A.B. EXTEN51ON DETAIL e MAX. 16" D.C. COUPLER NUT INSTALL 5/8" 5z 3;z THREADED ROD IN „ DIA. 1/2 J -BOLTS " SIMPSON SET EPDXY OR EQUAL OR WITH 51MP50N . • :: " '� �� �� �� 2x4 GR055 BRACE 48 O.C. FOR THE WITH 6" MIN SET EPDXY 5° 1St 2'-0" OF END WALL W/ (2) 10dx3" . EMBEDMENT, AT CROSS STRAPPED EMBEDMENT 24" 2X4 RIBBON e EA. END INTO 2"x4" BLOCKING. e SEGMENT, IF SHEATHING IS w/ 3-16d (ANGLE NOT TO EXCEED 45°) SEE WHEN GYPSUM WALLBOARD, ATTACH WITH 6D COOLER Y2X ,. EA. TRU55.* WHEN ANGLE 15 GREATER THAN 45°, DISTANCE 15 CMU WALL - SEE FLOOR TRUSSES BOTTOM PLATE WITH l4)J NAILS AT 1" O.G. OR "6 X I -LO SCREWS 6" CR085 BRACE e 48" O.C. FOR THE I5t r ° LI LE55 THAN 2'-0" FLOOR PLAN FOR TYF. MORE INFO. NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. D 1 TRUSS OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A 4'-0" OF END WALL. e THE FIRST BAY dO � °••• SHEATHING 15 OTHER THAN PARALLEL TRU55/RIM J015T GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE SCHEDULE AT 0/52. FIs b 0.131"x3-1/2" MIN. TYPICAL. SEENOTN76-3 FOR STUD INFORMATION 51MP5ON A35 ANGLE REFER TO TYPICAL 2-STOR W/ 12-8dX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD Cross Strapping Detail ALT. Frame/Masonry Connection #2 Floor Truss Parallel To BrWall A c E q. 2X4 BEARING S-5 SCALE: NTS S-5 SCALE: NTS 8-5 SCALE: NTS WALL W/ STUDS 1/I6 APA RATED WOOD SHEATHING SIMPSON 5PH4 EA. STUD' NOTE: NOTE: AT 2x6 WALL5 USE 6PH6 "AT 2x6 WALL5 USE SPH6 PRE-ENGINEERED PRE-ENGINEERED CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. ENGINEERED ROOF TRU55E5 624" O,C. CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN, ENGINEERED ROOF TRU55E5 X24" O.G. FLOOR JOIST ROOF TRU55E5 AT 2x8 WALL5 USE 5PH8 AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALL5 LARGER THAN 2x8, USE SIMPSON 5P1'5 ON INSULATION PER ENERGY CALG5 2x8, USE 51MP50N 5P1'5 ON INSULATION PER ENERGY CALCS CEILING BOARD PER ARCH. PLAN5 EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 1/2 GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP5ON 1/2" GYPSUM CEILING BOARD / 5P2'S ON EACH SIDE OFHURRICANE STUD TO TOP PLATES, U.N..'' ANCHOR EACH TRUSS 5P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O."z HURRICANE ANCHOR a EACH TRUSS PROVIDE CONTINUOUS STRAPPING PROVIDE CONTINUOUS STRAPPING HT516 W/ I6-1fDd 2x4 BLOCKING w/ NOTE: CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION EA. TRU55 TO 3-0.131 x 3 1/2" R.5. "AT 2x6 WALL5 USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS HANGER PER TRU55 PRE-ENGINEERED CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 2x4 50LE PLATE PROVIDE (2) 16d 5PH4 6 EA. STUD 2x4 SOLE PLATE -- PROVIDE (2) 166 5PH4 Q EA. STUD MANUFACTURER GIRDER AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF GOM EACH TRU58 I/2" GYPSUM COM EACH TRUSS 1/2" GYPSUM 5PH4 CONNECTORS SHOWN. H Floor Truss To Girder Connection FOR WALL5 LARGER THAN 2x8, USE SIMPSON SPIS ON 51MP5ON C516 W/ MIN (22) 106 COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR. ADHESIVE "O" 51MP50N C516 W/ MIN l22) 10d COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR, ADHESIVE S-5 SCALE: NTS EACH 51pE OF STUD TO 110511 MAX a 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 1105" MAX s 24" O.C. MAX DR 4 NAILED SEE SGHEPULE DETAIL O „ ON SHEET S-2 BOTTOM PLATE 4 5IMP60N EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TDP 5P2'6 ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (15t FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES.FLOOR TRU55E5 @ 24" O.C. FLOOR TRU55E5 e 24" O.G. EXTEND SHEATHING TO U.N.O." 2x4 12 5YP RIM w/ (3) 2x4 12 5YP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRU55 16d NAILS EA. TRUSS WALL GIRDER JOIST (IN5ET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ STUDS a 16" O.C. PROVIDE (3) 0.131 X SIMP50N MT516 e 3-1/2" TOE NAILS AT No EACH FLOOR TRU55 PRE-ENGINEERE 7/16 APA RATED RE -ENGINEERED FLOOR TRU55 TO WALL BELOW I/2" GYPSUM CEILING BOARD W/ KNOCK - 24" O.C. MAX. I/2° GYPSUM CEILING BOARD W/ KN CK - FLOOR TRU55 ��WOOD SHEATHING FLOOR TRUSS DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE -I/16" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-00.131 x 31/2" TOENAILS � DBL. 2X TOP PLATE w/ 51MP50N 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 6IMP50N 5PH4 EA. END 6 16" O.C. w/ (12) 106 NAILS EACH 6 16" O,C. w/ (12) 10d NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR JOIST WITH 3-(0.131 x 3 1/2" NAILS 1/2" ANCHOR BOLT Q 24" 1/2" ANCHOR BOLT e 24" D.C. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE 51M105ON G516 SIMPSON 0516 EA. STUD P1 2X BOT. PLATE w/ BY I/8" WASHERS PT 2X t30T. PLATE w/ BY 1/8" WA5HER5 W/ MIN (22) lOd TO BASE of 2x4 51MP50N 511PH4 6 EA. 51MP5ON 6PH4 6 EA. COMMON5 (11 RIBBON BELOW 6IMP50N HT5I6 STUD w/ (10) 10d NAILS STUD w/ (10) 10d NAILS MIN. EACH END) EA. TRu65 EACH 4"GONG. 5LAB. 5EE EACH 4"CONC. 5LA5. SEE SIMP50* A TYR LOAE) FOUND. PLAN FOUND. PLAN BEAM / GIRDER 07 HETA20 REFER TO TYPICAL 2-5TORY WALL SEARING WALL SECTION FOR INFORMATION NOT CMU WALL SHOWN W/UPLIFT a4. °° FOOTING SEE FOUNDATION °° ""` a4 FOOTING SEE FOUNDATION 2x BOT. PLATE W/ 2-0.131 x 31/2" PRE-ENGINEERED FLOOR TRU55 n 4 PLAN FOR 51ZE5 4 MORE INFO. e 4. PLAN FOR 51ZE5 4 MORE INFO, NAILS 6 6" O/C Cantilevered Floor Truss Over Wall 0 S-5 SCALE: NTS T ical Two Stor Interior Bearin Wall Section T ical Two Sto Interior Bearin Shear Wall Section Second Floor Frame Connection Girder A p S-5 SCALE: NTS S-5 SCALE: NTS 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLAN5, RE6ARDLE59 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, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK LU o n o ww"OWI-zo?aa 3oW� ooE UJ a W H lU j s Z >z ' .f u O _z�oLLom_ 0 QZ ¢ cK U =: fV M LUaFMgmQ>i =ozzzz wr_1 00 opi o 'M vvla�`�rszw CIC O LU Q F wQ W w O Q W W J �Q o w?zwO F� VWWV z<y7 z'w Uf w U. a mQz z UJ U' z W _3Kyo =W'g� Q z Uj Lu CL IN N Cr o a O JM J U M (� Ln w jr 5 ea rn 01 LI 'i 'it o (14 Ln _z w OcFN 0 Z5 L L <C Z m0 CC W Q 00 V LU a W W d. CL 00 r O° Z DATE D3_27 -IS SCALE NO 7E,[,-) DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: DRYWALL OVER FUF BLOCK W Il/lbxll/Ib COVE MC (010x) Ixb TRIM (WINDOW PER PLA (WINDOW — ----�_ PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES Ixb TRIM BEAD BOARD --- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW —� PER PLAN) LINE OF WALL -- BELOW EAD SILL lxb TRIM LINE OF TRIM _ N._____ _-6-5 BELOW __-- DRYWALL FINISH COMPOSITE WINDOW -' PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCS' V - V-0' LINE OF WALL - BELOW LINE OF CA51NG BELOW COMP061TE WIN] SILL rE WINDOW DETAIL . 2 1/4" DOOR CASING (036(o) ELEVATION PER PLAN)___ PLAN DRYWALL FINI5H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE` I'''''0' 8' W. CORIAN TEMP. GL. ENCL05URE 5HIM A5 11_41 CAP ENCL05URE DRS. PER 5" W. CORIAN PLAN) 5HIM A5REG2'D. 11-41 CAP 2 1/4' DOOR CASING (03(0(0) ROUNDOIIER W/ Ixb --- ROUTER REQ'D. WHITE PINE PLAN ■ ` r2x TILE FINI5H TILE FINI5H 5TUD5 (PER I OVER WATER INVERTED 2 1/4' PLAN) �I II RESISTANT RESISTANT WALL CAP DETAIL I� DOOR CA51NG (03(0b) 1 1/2' DRYWALL BATH INVERTED 2 1/4" it li LSHOWER 31 BASE BD, DOOR CASING (03(ob) SIDE 7 2x 5TUD5 (PER jl 5TD. 2x 5TUD5 (PER 5TD. PLAN) SHOWER LOW WALL PLAN) CT SCALE: 1/2'- 1'-0' G Ag NET I/2' DRYWALL ABINE 1/2' DRYWALL 3 1/4" BASE BD. 3 1/4' 5A5E BD. (03(0(0) ILI(03(ob.) 3 1/4' BASE BD. QUARTER (03(0(0) QUARTER VANITY LOW ROUND ROUND SCALE: I/2" : I4" CALI. TOP HIGH BAR TOP 5CALE: 1/2' - I'-0" 5CALE: 1/2' : I'-0" 8' W. CORIAN TEMP. GL. ENCL05URE DRYWALL FINISH OVER 2x WALL (SEE SCALE: r - r-0' CAP ENCL05URE DRS. PER 5" W. CORIAN PLAN) 07-07-16 1/2" DRYWALL CAP 2 1/4' DOOR CASING (03(0(0) ROUNDOIIER W/ Ixb --- ROUTER BELOW CAP WHITE PINE PLAN ■ ` r2x TILE FINI5H TILE FINI5H 5TUD5 (PER I OVER WATER OVER WATER PLAN) �I II RESISTANT RESISTANT WALL CAP DETAIL I� WALL BP. WALL BD. 1/2' DRYWALL BATH SHOWER SHOWER it li LSHOWER 31 BASE BD, I I II SIDE 7 (036(0) jl j SECTION PLAN SHOWER LOW WALL CABINET SCALE: 1/2'- 1'-0' TEMP. GL. 5 1/411 CROWN DRYWALL FINISH OVER 2x WALL (SEE SCALE: r - r-0' (5I-PA55 PLAN) ENCL05URE DRS. PER 06-16-16 PLAN) 07-07-16 T 10-05-16 2 1/4' DOOR CASING (03(0(0) ROUNDOIIER W/ Ixb --- ROUTER 8" W. CORIAN WHITE PINE PLAN ■ ` IL V � 1/2' DRYWALL 31/4" BASE BD. (036(0) GAP 2xb WALL CASING DETAIL 3b' OR 42" NIGH PER PLAN SCALE: 1' " P-0' 0 0 '- 2x4 STAIR KNEE WALL CAP DETAIL --� m— PLAN SPECIFIC PER PLAN SCALE: "' 1'-0' V. 2x 5TUD5 (PER 5TD. PLAN) 2' VAINTY CABINET Q 3 1/4' BASE BD. (03(0(0) VANITY LOW WALL SCALE: I/2" : I4" TILE TO WRAP IN WINDOW ?IFY TOP (WINDOW - PER PLAN) COMP051TE WINDOW - SILL SQUARED DETAIL— EDGES INVERTED 2 1/4'— DOOR /4"—''DOOR CA51NG (03(0b) DRYWALL FINI514 OVER FURRING ON BLOCK WALL FLOORING / 5,45E 50ARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY 5,45E 50AIRID 15 IN5T,4LLED. WHEN WOOD FLOOR 15 5ELECTED 5,45E 50ARID AND 5HOE MOULD ,4RE INSTALLED Ix JAMB (BI -PAS: DRS. PEF PLAN) 120101 DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4" DOOR CA51NG (0366) HELD DOWN 1/2' 1/2' WOOD FILLER 5 1/4' CROWN z (045) SILL (WINDOW PER PLAN) LINE OF WALL. BELOW SILL CT 1/2" OUT EIVE TILE) LINE OF CASING— BELOW COMP051TE WINDOW SILL SHOWER WINDOW 5CALE: 1/4' : 1'-0' ELEVATION �- DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: T . 1'-0' E WINDOW DETAIL ? 1/4" ING (03(0(0) MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION 3 I/4' BASE BD. �103(0b) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' : I'-0' NOTE: D ,4UJIN5 ON 11 "x1 -f " 5H4T UUILL 5E ONE �4,4LF THE &CALE NOTED IxlO ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' BA5E BD. (03(0(01 24 WALL 3b" OR 42'11 HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: " -"' TRIM DETAILS 5 1/411 CROWN DRYWALL FINISH OVER 2x WALL (SEE SCALE: r - r-0' (5I-PA55 PLAN) o DRS. PER 06-16-16 PLAN) 07-07-16 T 10-05-16 2 1/4' DOOR CASING (03(0(0) ROUNDOIIER W/ Ixb --- ROUTER HELD OVER 1/2' WHITE PINE PLAN ■ ` IL V � 1/2' DRYWALL 31/4" BASE BD. (036(0) TYP. BI—PASS DRS. 2xb WALL CASING DETAIL 3b' OR 42" NIGH PER PLAN SCALE: 1' " P-0' 0 0 '- 2x4 STAIR KNEE WALL CAP DETAIL --� m— PLAN SPECIFIC PER PLAN SCALE: "' 1'-0' SILL (WINDOW PER PLAN) LINE OF WALL. BELOW SILL CT 1/2" OUT EIVE TILE) LINE OF CASING— BELOW COMP051TE WINDOW SILL SHOWER WINDOW 5CALE: 1/4' : 1'-0' ELEVATION �- DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: T . 1'-0' E WINDOW DETAIL ? 1/4" ING (03(0(0) MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION 3 I/4' BASE BD. �103(0b) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' : I'-0' NOTE: D ,4UJIN5 ON 11 "x1 -f " 5H4T UUILL 5E ONE �4,4LF THE &CALE NOTED IxlO ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' BA5E BD. (03(0(01 24 WALL 3b" OR 42'11 HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: " -"' TRIM DETAILS TRIM • TITLE • TYPICAL TRIM DETAILS SHEET LTD • _! N W N 22066' CAD FXE o Nn 06-16-16 REVISED 07-07-16 T 10-05-16 11-02-16 co ■ ` IL V � co 0 0 '- N° V. Tsit0 TRIM • TITLE • TYPICAL TRIM DETAILS SHEET LTD • 'JOB NUMBER 22066' CAD FXE ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 TRIM • TITLE • TYPICAL TRIM DETAILS SHEET LTD • rob &- DAVIS BEWS DESIGN GROVP 150 STATE S uET EAST OLMMAR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • U)ENVEM ,-.•�- EST. 1994-- TRIM • TITLE • TYPICAL TRIM DETAILS SHEET LTD • LJ -8090-5 OAK 5 1/4" LANDING TREAD LJ -1021 STANDARD - 42" N. ROSETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) Ix(o PAINTED BASE PLATE 3 1/4" BASE BD. AS APRON LJ -1011 LEVEL LJ -4042 QUARTER TURN NEWEL LJ -41045 POST NEWEL POST 6 'QJ'o LJ- 04 Rq NE POST LJ -1011 LEVEL QUARTER TURN LJ -4040 NEWEL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 5 1/411 LANDING TREAD LJ -8090-5 OAK 51/4" LANDING TREAD SELECT 2 1/4" STRIP FLOORING LJ -4042 --," NEWEL POST LJ-5010MR1 OAK TREADS SELECT 2 1/4" STRIP FLOOR �- LJ-8010MRI OAK TREADS -7 SEE GENERAL STAIR NOTES RAILING L LJ-8010MR2 OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN N.T.S. i i STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS --- LJ- 40 NEWEL POST 1x12 SKIRL NEWEL RAILING SECTION i BOARD Nh CUT THRU^�"�"��'� LJ -6010 3611 H. LJ -4040 .'�\ WALL •.�<� � � LJ -6010 r .� �. `•� �"` RAILING WROUGHT IRON BALUSTERS LJ -1021 SECTION i ��•.� CUT THRU �� .. 1x12 SKIRT 101 ;.-1x6 PAINTED BASE ROSETTE ,i''s.>v •;`<<. BOARD PLATE LJ -6010 LJ -5015 WOOD 3 I/4" BASE 1x12 SKIRT 3 1/411 BASE RAILING AS APRON ` - BOARD AS APRON LJ -5015 WOOD BASE I" MIN, HOLE DEPTH FOR 5 -TURN LJ -8095 OAK 10, BALUSTERS (3 PER TREAD) DEPTH THE SAME AT BASE MOULD (3 PER TREAD) STANDARD - L014MR1 J-8 LJ -5015 WOOD MOULDING Mop D STANDARD - LJ-8014MR1 Ix12 SKIRT 3611 H. RAILING TREAD FOR CARPET BALUSTERS WOOD TREAD TREAD FOR CARPET BOARD - - (OPT. LJ -8010 SERIES Ix12 SKIRT LJ -1040 / 1045 TURNOUT BOARD , TREAD SHOWN) LJ -8095 OAK LJ -8095 OAK BRACKET "= 1x8 PAINTED LINEALVE GENERIC TURNOUT W/ 1x8 PAINTED LINEAL COVE >> = RISER MOCx - LINE OF RISER MOULDING LJ-8010MR1 BASE LINEAL COVE MOULD OAK TREAD PER TM LEVEL PER PLAN BASE PER TM LEVEL 3 1/411 OR 5 1/411 PER TM LEVEL TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS OAK TREAD LJ -4042 TOP RAIL NEWEL POST 2 EA. - LJ -3016 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL LIH-HOLPLA44 2 EA. - LJ -3015 RAIL N.T.9. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 5 1/411 LANDING TREAD LJ -8090-5 OAK 51/4" LANDING TREAD SELECT 2 1/4" STRIP FLOORING LJ -4042 --," NEWEL POST LJ-5010MR1 OAK TREADS SELECT 2 1/4" STRIP FLOOR �- LJ-8010MRI OAK TREADS -7 SEE GENERAL STAIR NOTES RAILING L LJ-8010MR2 OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN N.T.S. i i STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS --- LJ- 40 NEWEL POST STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. �`���\`�����`�������� -FULL HT. WALL LJ-5014MRI \�\��������\\���`\���\\��`�\ TREAD LJ-8010MR2 CARPET STARTS AT THIS RISER TREAD RAILING FULL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.S. N.te. 1x12 SKIRL NEWEL RAILING SECTION i BOARD Nh CUT THRU^�"�"��'� LJ -6010 3611 H. LJ -4040 .'�\ WALL •.�<� � � LJ -6010 r .� �. `•� �"` RAILING N.T.S. NEWEL POST SECTION i ��•.� CUT THRU �� .. 1x12 SKIRT 101 1x6 PAINTED BASE PLATE WALL ,i''s.>v •;`<<. BOARD j STANDARD - LJ-8014MRI LJ -5015 WOOD 3 I/4" BASE LJ -6010 TREAD FOR CARPET AS APRON ` RAILING 3 1/411 BASE (OPT. LJ -8010 SERIES LJ -1041/8 BASE I" MIN, HOLE DEPTH FOR 5 -TURN LJ -8095 OAK 10, AS APRON (3 PER TREAD) DEPTH THE SAME AT LINEAL COVE MOULD n In In in STANDARD - L014MR1 J-8 LJ -5015 WOOD MOULDING NEWEL 2 NEWEL POST - 3611 H. RAILING TREAD FOR CARPET BALUSTERS WOOD TREAD Ix8 PAINTED - (OPT. LJ4010 SERIES (3 PER TREAD) Ix12 SKIRT LJ -1040 / 1045 TURNOUT BOARD , TREAD) LJ -8095 OAK BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ 1x8 PAINTED LINEAL COVE STAIR D ETAI L BE PARALLEL BASE - LINE OF RISER MOULDING CAP LINEAL COVE MOULD BASE PER PLAN BASE PER TM LEVEL LJ-8010MRI PER TM LEVEL TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS OAK TREAD 3 1/4" OR 5 1/4" TOP RAIL Ixl2 SKIRT LJ -4042 BOARD NEWEL POST LIH-HOLPLA44 2 EA. - LJ -3015 RAIL (SCROLL) AND POST FASTENER GENERIC STIGHTRA RUN STAIR DETAIL STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. �`���\`�����`�������� -FULL HT. WALL LJ-5014MRI \�\��������\\���`\���\\��`�\ TREAD LJ-8010MR2 CARPET STARTS AT THIS RISER TREAD RAILING FULL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.S. N.te. LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-5010MRI OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BABE CAP MOULD LAIA JI1`IIV�GTsJ TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO SCALE LJ -404 4211 H. 1x12 SKIRL NEWEL RAILING SECTION i BOARD Nh CUT THRU^�"�"��'� LJ -6010 3611 H. TYP. .'�\ WALL •.�<� � � LJ -6010 INSTALLATION DETAIL `•� �"` RAILING N.T.S. ` BASE LIH-HOLIKNUC44 LJ -1041/8 RAILING RAILING 101 5 -TURN (SINGLE KNUCKLE) MOU D DEPTH THE SAME AT DECORATIVE METAL BALUSTERS STANDARD - LJ-8014MRI LJ -5015 WOOD EACH BALUSTER) TREAD FOR CARPET BALUSTERS M ETAL 36" H. RAILING 3 1/411 BASE (OPT. LJ -8010 SERIES (3 PER TREAD) N.T.S. I" MIN, HOLE DEPTH FOR TREAD) LJ -8095 OAK 10, AS APRON (3 PER TREAD) DEPTH THE SAME AT LINEAL COVE In n In In in EACH BALUSTER) MOULDING NEWEL 2 NEWEL POST = 3611 H. RAILING BASE WOOD TREAD Ix8 PAINTED PER TM LEVEL RISER 3 1/411 OR 5 1/4" Ix12 SKIRT LJ -1040 / 1045 TURNOUT BOARD , LJ -3009 LJ -4010 NEWEL POST BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-5010MRI OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BABE CAP MOULD LAIA JI1`IIV�GTsJ TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO SCALE LJ -404 4211 H. LJ -1021 NEWEL RAILING ROSETTE POST Nh M LJ -6010 3611 H. TYP. WOOD BALUSTER INSTALLATION DETAIL jm N.T.S. I" MIN. HOLE DEPTH FOR LIH-HOLIKNUC44 BALUSTERS IN t0 HAND RAILING RAILING 101 RAIL (KEEP HOLE (SINGLE KNUCKLE) C.N DEPTH THE SAME AT DECORATIVE METAL BALUSTERS LJ -5015 WOOD NNW EACH BALUSTER) KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE M ETAL 36" H. RAILING 3 1/411 BASE BALUSTERS N.T.S. I" MIN, HOLE DEPTH FOR LJ4010 RAILING 10, AS APRON (3 PER TREAD) DEPTH THE SAME AT LJ -4042 In n In In in EACH BALUSTER) NEWEL 2 NEWEL POST 3611 H. RAILING WOOD TREAD LJ4010 RAILING POST 01. Ixl2 SKIRT BD. BASKETS TO r NEWEL POST AC BE PARALLEL BASE LJ -8095 OAK LINE OF CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 51/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. N.T.S 3/4" MIN. HOLE DEPTH -- FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE. DEPTH THE SAME At EACH BALUSTER) 3611 H. RAILING —" LJ -6010 RAILING LJ -4042 NEWEL POST Q LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w cv m as v C Li�r LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES a� N N.T.S. LJ -5015 LIH-HOLI5A5K44 LIH-HOL25ASK44 LIH-HCLIKNUG44 LIN-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAKOI (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. LIN-HOL28ASK44 (DOUBLE BASKET) LIN-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. NOTE: ,UJfNC S ON 11"xll" &MEET WILL 5E ONE H,4LF THE &C,4LE NOTED I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF --�' KNUCKLES TO BE PARALLEL TO TOP RAIL `- LJ -5015 4211 WOOD BALUSTERS MW O (3 PER TREAD AND EQ. Nh M SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL jm N.T.S. I" MIN. HOLE DEPTH FOR LIH-HOLIKNUC44 BALUSTERS IN t0 HAND 101 RAIL (KEEP HOLE (SINGLE KNUCKLE) C.N DEPTH THE SAME AT DECORATIVE METAL BALUSTERS NNW EACH BALUSTER) KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE M ETAL 36" H. RAILING INSTALLATION DETAIL N.T.S. I" MIN, HOLE DEPTH FOR LJ4010 RAILING 10, RAIL (KEEP HOLE DEPTH THE SAME AT LJ -4042 In n In In in EACH BALUSTER) NEWEL POST 3611 H. RAILING LJ4010 RAILING LINE OF 01. LJ -4042 BASKETS TO r NEWEL POST BE PARALLEL LINE OF TO TOP RAIL SCROLL TO BE LIN-HOL28ASK44 (DOUBLE BASKET) LIN-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. NOTE: ,UJfNC S ON 11"xll" &MEET WILL 5E ONE H,4LF THE &C,4LE NOTED I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF --�' KNUCKLES TO BE PARALLEL TO TOP RAIL LI-ALAKOI (2 EA. APJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ, SPACED) TYP. LEVEL 3 DECORATIVE M ETI AL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS i 0 c kA MW O LIH-HOL2KNUC44 Nh M EST. 1994 sz--- T $(eco (DOUBLE KNUCKLE jm Lo V LIH-HOLIKNUC44 0 0 101 3�E (SINGLE KNUCKLE) C.N DECORATIVE METAL BALUSTERS NNW (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 -n In n In In in EACH BALUSTER) 3611 H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. APJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ, SPACED) TYP. LEVEL 3 DECORATIVE M ETI AL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS i 0 c MW O rcb DAVIS BEWS DESIGN GRAVP Nh M EST. 1994 sz--- T $(eco Lo jm Lo V q • 0 0 101 3�E C.N � NNW .STAIR TITLE TYPICAL STAIR DETAILS • SHEET • SD. rcb DAVIS BEWS DESIGN GRAVP 150 SPATE STRE6'C EAST OUXA4 (, FLORIDA 39677 813 . 925. 1300 TEL 813. 925 , 1800 FAX WW WX)AVLSREWS.00M TAMPA • DENVER EST. 1994 sz--- .STAIR TITLE TYPICAL STAIR DETAILS • SHEET • SD.