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HomeMy WebLinkAbout600 Red Rose Ln 18-2442 (a)LOT 237 - THORNBROOKE 40I s ANASTASIA GARAGE LEFT INCLUDED ELEVATION " TRADITIONAL " TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x& 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, CONCRETE DRIVEWAY, CONCRETE LEAD WALK, CONCRETE ENTRY AND ACRYLIC ON LANAI. REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER & - (00 DATE smmw a_(m_Di19G D1v1SQON A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM 'THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST 6, UIRED Results to he Verifier at Slab Inspection a. < I #18-2442 REDRAW NOTES 05-15-I0 CREATED LOT SPECIFIC PLAN FOR LOT 231 IN THORNBROOKE 4015, INCLUDED ELEVATION, "TRADITIONAL", GARAGE LEFT WITH PLAN OPTIONS INCLUDING: POCKET SLIDING GLA55 DOOR, S' INTERIORDOOR5, BLOCKING FOR TV AT GATHERING, PAVERS AT DRIVEWAY LEAD -WALK AND ENTRY, RADIANT BARRIER WITH INJECTED MA50NRY FOAM INSULATION, VENT HOOD/MICROWAVE TO OUTSIDE, PRE -PLUMB FOR WATER SOFTENER LOOP, PRE -PLUMB FOR LAUNDRY TUB, 5GREEN ENCL05URE AT LANAI WITHOUT KICKPLATE, (3) SHAMPOO NICHES, (3) MEDICINE CABINETS, (4) PRE -WIRE CEILING FAN W/ 5WITCH,110 DUPLEX OUTLET AT GARAGE, (18) RECE55 CANS WITH WHITE BAFFLE, (6) RECESS CANS WITH WHITE BAFFLE AND SWITCH, STAIR RAILING AND UNDER CABINET LIGHTING AT KITCHEN. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 TOTAL WIDTH 301-011 TOTAL LENGTH 751-011 DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, BUILDING SECTION, ROOF PLAN 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 S1 -STRUCTURAL DETAILS S1 -STRUCTURAL DETAILS S1 -STRUCTURAL DETAILS S1 -STRUCTURAL DETAILS TD -TRIM DETAILS SID -STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.CR - 6TH EDITION (2011). NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND GON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON51BLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 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 "X` GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.CR - 6TH EDITION (2011) R302b AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: 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 CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il 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) R103.12 AND ASTM C T6, PER FB.C.R 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO6ION-RE516TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C T6. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) R103.13 WATER RE 15TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.C.R 6TH EDITION (2011) R103.1.5 OR IN ACCORDANCE WITH ASTM C 926; 5TUCC0 CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E 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 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE615TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: 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 IS 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 OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/5" 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. ASPHALT 5HINGLES (IF APPLICABLE) 1, WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9W52161. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN i2 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE56 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION RW51.1. 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, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. 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 Vast) 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 262b, TYPE II; OR ASTM D IS10 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 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 341' PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-011 HIGHER THAN THE ROOF OR RIDGE THAT 1510'-011 AWAY OR CLOSER. TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1286, 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 5LA8-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA8 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES, - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEA5T 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF. MECHANICAL AND HVAC: 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE 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 BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % 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 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO 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 M14113. EXHAUST FANS 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 IN61DE 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 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (I.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 11TH15 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 lllll�i S`` ` • ••O•• III ,, i CO .-. o O •. % OTC bd ill"1111110 1w+r x 0 w C r0 jM1 o 9 I 2N�M r N 6 OpLL • Q 0 a � -0 �3 C00 > E0_j . % 0) C', 0 400 00 z oe • JOB NUMBER 0-1812794• CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA I , FLORMA 3*77 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>54 ER- EST. 1994 r116 �111111 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 1. MEISHEID P E #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE.ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (n Now W C) O 0 nC I-- O ro c) N � O 2582. • TITLE • GENERAL NOTES REVISION LOG • SHEET • cov • I. INDICATES I - 05 VERT. RE5AR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER r- L — 3'-0"x3-0" A/C__z PAD (SEE MECH. CONTRACTOR FOR LOG.) 11 1-All 41- 31131_01 YJ�- 41-611 15'-01, 52141 1'-011 4'-611 3'-101, 3'-2" 3'-211 4ELEVATION t 1 T, 1 IM11 8" G.M.U. IIIAI I ARV = a `r w � U PITCH 1/8" / FT. 7-1 T7 13, ■ ■ ■ ■ ■ 8" CM.U. WALL ABV. 0 ■ ■ ■ �— — — —� — ■ - zoo -LAY. /21-011 «, AIR HANDLER =a- I� I I ~ / � � PAVERS ■ A TILE fi ICI U "' u, L — -- J J I 4" P.V.C. 54 CO SEAT SHOWE ABV.RECESSI LINES FROM UPPER FLOOR I _ _ 1 `" r— — I I 3'"81I "` 19'-0"- 11 3/4 CONDENSATION I I _ �„ 5'-411 DRAIN BY PLUMBER 20 -11 R 2 -I 1-8 3 10 „ I ( � ■ '- IJ I I .,, 81_111 21.8R 21. 11 �, 1s 8`x8" FTG. W/ I - S 28'-9" 10'-10" ( (TYP. AT ENTRY) 8" THICKENED EDGE -' I I 411 P.V.C. 3/4" RECE65'�i��r � I STORY 2-5TORY FOOTING (TYP.) � FOR SHOWER RECESS I I 10' 10" 12'-Ill FOR ENTRY DR � FOOTING 3/411 CONDENSATION 20" H. x 20" W. GONG, MONO-FTG. W/ I NO.5 BAR CONT. I I -" H. I AIR HANDLER i=1 16" W.x161i PEEP FTG. ■ a, ■ ■ ■ ■ W/ 3 - S CONT. RE5AR5 PROVIDE I 16" Wxl2" DEEP FTG. (� I DRAIN BY PLUMBER LINES FROM UPPER FLOOR W/ 2 - 15 CONT. cO — — 25" MIN. LAP WHERE SPLICED AND W/ 2 �5 GONT. I / LT. PRE PLUMB 3'-8" 5' 2" 5' 8" i 4' 0" WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN, BELOW GRADE / M � 2'-5" SIl ■ M I II 9 -8 51 211.6112 � I 11 -6 1 11 12 3 _ 4'-Ills I — -- ■ ■ ■2 ��� i EEL/ M/� 0 NOTE: ALL SLAB ANGLES ARE AT 45' (UN.O.) n41-411■ J I ca 51Qd $Ilxs°FTG. (TYP 7�LANAI Lu ELEVATION AT 0 -0 (ASSUMED) � �3o \� �` M ICONT. "` I35" THICK, 2500 OR 3000 P.5.1. PROVIDE WATER \� . PITCH CONCRETE 5LA5 ON GRADE W/ a' LINE FOR ICE MAKER �" G.J. TO DRAINPITCH G.J.i!8" / 6x6 WIAxWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR 16" W,xl6" DEEPW/ ________ -------------Q I 15 BARRIER ON GLEAN, WELL — 2 - CONT. I SLAB ib COMPACTED, TERMITE TREATED, \ / IIn OF REF. GRANULAR FILL. WIDEN FOOTING 8" AT -� J 51 i I-5TORY FOOTING (TYR) POCKET SLIDER AND J I r,] [ PRE -PLUMB FOR i ADD (U S REBAR "' II I Q I WATER SOFTENER I 20 H. x 16 W. GONG, MONO-FTG. W! G.G. VERIFY ACRYLIC ■ L� �J 16" Wxl6" PEEP FTG. LOOP AND DRAIN i 2 II5 GONT. KEBABS PROVIDE 25 MIN LAP WHERE SPLICED AND „ „ 8 8 ON LANAI I I W/ 2 - "5 CONT. 50 GAL. i WIRE TOGETHER BOTT, OF FTG: _ �o W.N, I SHALL BE 12" MIN, BELOW GRADE \ I — —I — —m — _ ___NJ 2 Lwd 41-411 4 1411 41-611 E�� 2 STORY I -STORY Sl 31.�A11 PAVER DRIVE I LEAP WALK FOOTING FOOTING 4'-411 4' 10" 3' 6° 41.411 4' 0" 41-411 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PE5TICIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING 5TATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS E5TA15L15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." •` �.'� . vJ 0 oy[(� • s W n �C I� Ci e Q Z; .�`` o z 10 /� GJ •sue '��/ • •e•4eooe . e o ��' G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED KAY.D. WORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION, FOOTING LEGEND: 1=1 12" DEEP x3611x36" GONG. FOOTING W/ (4) S BARS EACH WAY, R2 12" DEEP x2411x2411 GONG. FOOTING W/ (3) S BARS EACH WAY, F3 20" DEEP x30"x3011 GONG. FOOTING W! (3) S 5AR6 EACH WAY K ro C ro -j 0 0 Jc�'1hp� I 2NM am Lo 0 m r N D'LM 0 0 ° � -0 FAO 0 --I C 0 E �Y ro� �o Nr: f+ 00 zN20' JOB NUMBER 8-1812794 CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REVISED DAVIS BEWS DESIGN GROVP 30 STATE STREET EAST CWWAR, M,OR.10A 34677 813. 925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEW&COM -TANWA • DEIVVER EST.1994.� 11 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 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 Emu W 0 O 0 V o� 0 roa 0Lil F�+ 12" DEEP x30"x30' GONG. FOOTING W/ (3) S BARS EACH ' WAY. 2582 THE FOUNDATION 5Y5TEM HAS BEEN DE51GNED USING A MINIMUM BOIL BEARING CAPACITY OF 2000-P6F (R401.4. I F5CR). • TI TLE • FOUNDATION PLAN OPT. ALT. DEN ■ INDICATES 1 "5 OPT POCKET S.G.D. OPT. O. D. K. ♦ INDICATES 2 "5 FOUNDATION PLAN • SHEET • SCALE: 1/41' - I'-011 GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 37" 5311 WINDOW CALL -OUTS (D 2611 12 5H 1/2 32 5H 22 5H 32 5H uj = 0 3T 13 5H 1/2 33 5H 23 5H 33 5H J 0 5111 14 5H 1/2 34 5H 24 5H 34 5H z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H i--i Z 1211 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cn W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 8 z REFER TO FLOOR PLAN5 FOR 5TYLE of WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- Fd) ALL EMERGENCY E5CAPE AND RE5CUE OPENING5 5HALL COMPLY WITH R310 PER F.B.C.R. - 6TH EDITION (2011). TYP. ARCHWAY ASCALE: 1/4" - -011 3'-o,,x3-0" A/C J7PAD (5EE MECH. CONTRACTOR FOR LOC.) 1 I I I I L -_. —J L__—J r 4 n;�aF 5CREEN ENCLOSURE (BY OTHER) A 50TT. OF LINTEL AT 8'-0" A.FF, 5TAIR NOTE5 5EE 5HEET DTI FOR 5TANDARD 5TAIR DETAIL5 AND NOTE5, 5PECIFICATION FOR LANDINGS AND 5TAIR CON5TRUCTION: (THE FOLLOWING 5HALL APPLY U.N.O.) • ALL 5TRINGER5 TO BE 2-24 *2 5YP. • ALL 5TRINGER5 TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH 51MP50N L5G HANGER • 5TRINGER5 RUNNING PARALLEL TO AND 5UPPORTED BY A WALL 5HALL BE ATTACHED: of AT MA50NRY/CONC. WITH 1/411 DIA x 3" TAPCON5 AT 8" O.C. 5TAGGERED ALONG THE LENGTH OF THE 5TRINGER (U5E PT AT MA5./GONG.). of AT WOOD WITH (4) 0.131 x 31/2" NAIL5 AT EA. 5TUp MIN. (16" O.C. MAX) of IF 5TRINGER5 ARE 5UPPORTED IN THIS WAY, L5U HANGER5 ARE NOT REQUIRED AT THE ENDS 0 ALL 5TRINGER5 5PRINGING FROM A FLAT SURFACE 5HALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT CONG, W/ 1/4" PIA, x 3" TAPCON5 AT 12" D.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAIL5 AT 8" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH 5TRINGER TO FOOT WITH (2) 0,131 x 31/2" TOENAIL5 EA. • LANDING5 5HALL BE BUILT A5 FOLLOW5: •• J015T5 TO BE 2x8 02 5YP, MIN. AT lb" O.C. .• IF LANDING INCLUDE5 5TRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM 5HALL BE (2) 2x12 + 5YP WITH 2-2x4 5UPPORT 5TUD5 AT EACH END, •. IF LANDING 16 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/21' R.S. END NAIL5 AT EACH LANDING J015T, AND (2) 0.131 x 31/2" TOE NAIL5 FROM EACH J015T TO KNEEWALL TOP PLATE, •� LEDGER5 TO BE 26 WITH: a• (4) 0.131 x 31/211 NAIL5 AT EACH PA551NG 5TUp AT WOOD ATTACHMENT lb" O.C. MAX. •a 1/4" x 3" TAPCON5 AT 8" O.C. 5TAGGERED AT MA50NRY/CONCRETE ATTACHMENT. of ATTACH JOI5T5 TO LEDGERS OR BEAM5 WITH 51MP50N LU526 HANGER5 OR EQUAL. • THE 5PECIFICATION L15TED ABOVE OR MINIMUM 5PEC5, 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. OPT, 5HIM A5 AIR SWITCH REQ'D, FOR D15P. 1" CA51NG 2x 6TUD5 (PER STD. PLAN) 5A5E CABINET 1/l6" BACKING 1/2" DRYWALL CA LI . TOP_ A.FF, SCALE; 1/2" - P-0" G.C. VERIFY 5CREEN DOOR LOCATION 3/4" PLYWD. DECKING y,-4„ AIR HANDLER Al VULUMt (tVNU HATCHING INDICATE6 DOUBLE K.O. BLOCK COURSE W/ (2) S IN EACH (NOT REQ'D AT OPT. GAME RM.) 42" H. RAILING 3b" H. CONTINUOU5 GRA5PABLE RAILING LINE OF b'4" MIN. HEAD C R C Nk\ BEAM FLOOR SY5TEM FLOOR 5Y5TEM w 10.00° 2x 5TRINGER5 (TYPJ 36" H. r RAILING iF `_ h u LLJ 01 �w STORAGE 1" N051NG UNDER (TYPJ STAIRS 2x TREAD5 AND Ix R15ER6 (TYR) e * * * * * * 11 TREAD5 AT 10.00" EACH ALL GUARDRAILS AND HANDRAIL5 TO COMPLY .R. R301 AND TABLE R3015 STAIR SECTION PER F,S.C.R - 6TH EDITION (2011). * * * * * * SCALE: I/4" - p /All DIRECT VENT DRYER THRU EXT, WALL 5TAIR NOTE5: RAILING BALU5TER5 5HALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR 5TAIRWAY5 5HALL 5E CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50YE THE LOWE5T R15ER HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P06T5 OR 5AFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRA6PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA �c UNDER-5TAIR PROTECTION ENCLO6ED ACCE5515LE 5PACE UNDER 5TAIR6 5HALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY 6OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R - 6TH EDITION (2011) R302.1 AND R302JI MICRO TO EXTERIOR I J * * * G,C. VERIFY 8'-0" H. INTERIOR DOOR5 T.O.M. 9'-411 A.F.F. FLAT HEADER AT 54" A.F.F. T.O.M. g-411 App. TOM. 9'-411 A.F.F. G.G. VERIFY RADIANT BARRIER r 1,41N FLOOR STRUCTURAL- L-ECzENID 8" K.O. BLOCK FILLED WIN) 95 BAR OVER S" — PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) "5 BAR. IA - 8" K.O. BLOCK FILLED WKI) 05 BAR CONT. OVER 811 COMMON BLOCK COUR5E OVER S" PRE-ENGINEERED CONCRETE LINTEL WIN) r5 BAR, GROUTED 6OLID. a - 8" PRE-ENGINEERED CONCRETE LINTEL "5 FILLED W/(I) BAR. 0 _ 8" LINTEL5 5HALL BE FILLED, BELOW 8" K,O, BLOCK FILLED AND REINFORCED WKI) 05 BAR. ® - PROVIDE (4) 2x4 5TUD5 W/ (1) 5IMF'50N HTT4 CONNECTORS AT BA5E. — PROVIDE (3) 2x6 5TUD5 W/ (1) 6IMP50N HTT4 CONNECTORS AT BA5E. © - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/211055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP60N L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 51MP50N H25 CLIP5, STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADER5 TO BE (2).2x8 "2 5YP UN.O. • ALL EXTERIOR WALL5 TO BE CON5IDERED 5HEAR RESISTING COMPONENT5 NOT A 5PECIAL FLOOD HAZARD AREA NOTE: Cl - RECOMMENDED MA50NRY CONTROL JOINT. ■ INDICATE51 115 ♦ INDICATE5 2'5 HATCHING LEGEND R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALL5 (WHERE APPLICABLE) R 13 GLG. INSULATION R 38 MA50NRY WALL5 R 4.1 KNEE WALL R 30 GARAGE FRAME WALL5 R 13 MAIN FLOOR 14(o7 S.F. UPPER FLOOR 1115 S.F. TOTAL LIVING 2F;,82 S.F. GARAGE 455 5.F, LANAI 13e5.F. ENTRY -I15.F. TOTAL 5Q. FT. 32 47 5.F. MAIN FLOOR PLAN NOTES GARAGE LEFT x ro C r�o Uo� 0 :j co rn I :cloi 2 :3 V coo) r 01 L• CaLLm 00 � z�1, o��1 3�E ��C 4. o }� O0C0� z C4 • JOB NUMBER B-18127940 CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REVISED X_ DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORZA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W WnAVISBEWSCOM TANWA • 1E7ENVM EST. 1994 11�111 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 REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION 100101'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 V W O a 0 V Q F-- O o >07 N � lie O 2582M • TITLE MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET • F— L _ 111 -I F J L---J i- cA Q v F^ q- $n v 7FiI-01i < 0 Z ''411# �1 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT x ro w 0 ioa a V7 0 ..IMI��, co co 6 %>,ja QQLLM 6 6• 0 � V-0N 0 f C0 o E �� ro� 4 V OC�� Z N L 0 • JOB NUMBER 3-1812797 CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REMISED DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OLDSM FL, RLORIbA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 1DENVM -tea EST. 1994 � 6? ,I L111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST,, SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 'I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE INCOMPLIANCE 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 V O W 0 0 �0 V) O 0 o 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2 A II 3611 61 WINDOW CALL -OUTS 2011 H I818 F.G. 2018 FCC. 3018 F.G. 4018 F.G. W S = 2411 9 620 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 6 0 3611 I830 5H 2O30 5H 3030 514 4030 514 O Z 4811 1840 5H 2040 5H 3040 5H 4040 5H z 6011 1850 5H 2O50 5H 3050 5H 4050 5H 121' rlaa 5H 2O60 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OFENING5 FOR ALL WINDOWS, UJI cn WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFIGATION5, 8 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW Z U5ED (51NGLE HUNG-5H, GA5EMENT- G5MT, OR FIXED GLA55- F.G.) # # # # # # # ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 6TH EDITION (2011). 16'-Bn -I 2030 TEMP, 5H, HD. AT T-8" 2.6x6-8 BATH 2 F_ a, CPT._ TILE 9'-011 '- CLG. �a c; M.G. I �- LAV. W.G. BEDROOM 2 13'-4"x12'-8" 9 -0 FLAT CLG. PROVIDE r PAN AND DRAIN UNDER A.N.U. M I 24 H. METAL STAND @ate 6.Ox6-a g'-0" BI PA55 GLG. DOWN --- —_----- 2-6x6-a R/S � 42" H. FLUSH FRAME RAILING 2x4 TO FURRING FRAME BELOW WALL Lu I OPEN TO I IO BELOW ck ti � I a i FLUSH FRAME S TO FURRING BELOW AA REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 11101111 SHAMPOO NICHE 14"W. x1l" H. R.O.48" A.F.F. G.G. VERIFY LOC, AND QUANTITY W.c. m BATH 3 9'-011 CLG. LOUVER DR. 91.011 CLG. 42" H. RAILING 36" H.- / CONTINUOUS GRASPABLE RAILING 42" H. RAILING 1'-011 301 O 5H. c� HD. AT T-8" # EGRE55 LAv. W � N BEDROOM 4 F 13'-6"xll'-O" 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 2.6x6-8 UNDER A.H.U. 5-Cx6-8 BI-PA55 � (A.H. �1 wn 1 —R/5 — — 2 4x6-8 L� 24" H. METAL Vtb 5� STAND �0910 I A/C CLG. CLG. ( CHASE c4 LOFT 1l'-0"xl4'-4" 9'-0" FLAT CLG. 0 2 - 3050 5w, "rIAM�:AM;: AT T-8" WALL WALL -, BEDROOM 3 12'-6"xll'-O" 9'-O" FLAT CLG. .,, ----------1-__ I REFER TO SWEET 282 FOR UPPER FLOOR n I PLAN DIMENSIONS I \ I \ 1 \\ I - — — — — — — -----------_----- 1 I 1 I co I 1 AA I ==I — — — — — — — — — — — — — — — — — — — — — — — — — — — G.G. VERIFY RADIANT BARRIER UFfPER FLOOR BTRUCTUR,4L LEGEND lU PROVIDE (3) 2x4 5TUD5 W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. a - PROVIDE (3) 26 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 0 - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 166 NAILS AT 12" O.G. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMPSON M6TA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. STRUCTURAL NOTES 0 ALL LA'S TO BE Fb=2950 P51 MIN. 41 ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8 02 5YP UN.O. 0 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE615TING COMPONENTS 0 NOT A SPECIAL FLOOD HAZARD AREA ♦*"o t t l I I off /,// co . ua In cc . i� 6: z i % • Cij •.. /�. . � �/j - /b•°••.... • ° • � `tee a " r i 111 re`e�� WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 6TH EDITION (2011) R3122 mmoommomma UPPER FLOOR PLAN NOTES INCLUDED ELEV. SHOWN SCALE: 1/4" ; 1411 GARAGE LEFT/ x ro 10 C r L0 _j 0 JM�.0) �A 2t!)�M �I JaI 6 >�r 0°LL • ��r 89 d06 r� ((o 00Z N 'l F�B-1812794 ME LOT 237 TB 15-18 DAVIS BEWS DESIGN GROVP Noma 150 STATE STRXE1T EAST OUDSMAR, FLORIDA W77 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TANWA • E>0,4 R EST. 1994 �F� f1 A I'l I ii 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 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 12017). 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 cr- W O za a �c �c a � .BIIII�r� 2582 0. • TI TLE • UPPER FLOOR PLAN NOTES DETAILS a a �< ot < ._. O o ;^?-- +s lvs' �� '• / r .• V � r • 111 UPPER FLOOR PLAN DIMENSIONS - INCLUDED ELEV. SHOWN GARAGE LEFT Ill�lr�r �c x w /1� r 0 i� _j0 0 O _j co Y/ 2U5j�M �'� M 6 � a- IL • Q U 4 r, rm+ 0 _j O Y �cq LLcq 4. _J Gir �.+ 00 z12ot • JOB NUMBER B-1812794 • CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDBMAR, R.OR CAA 34677 813 .9225. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DFriVER. EST. 1994 11 �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 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY r O 0 O 0 O 0 No a� 2582 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ, FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. \4:12 ______ ________---____-- 1 i -------I I ---------- ` - I I I I I r I I � I �e I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I I ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. w HALF AT UPPER 2/3 ROOF VENTS = 35136 SQ. IN. I °p # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN, I t I � I I �+ I------- /r.. ----_ I I LOWER ROOF VENT REQUIREMENTS i 1„ VENTILATION CALCULATIONS j a I I ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I 6:12 V- b:12---------L 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. I Leo ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. i I I I I I I I ---------------- I'-0° TYP. OVERHANG AT NIP ROOF PLAN, AA (UND.) SCALE: 1/8" : I'-0" 1112" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: ? I HID L)C I AIL DHL)W,) I HC 11 I" IL.AL I HIL.Mr-00 U, OF ALL RA15ED TEXTURED FIN15H BANDING uj AND 5ANp FINISHED KEYSTONES (WHERE x > APPLICABLE) IF THICKNE5515 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT VS SPECIFIG KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.c., - 6TH 3/4" EDITION (2011) R103.1.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C., - 6TH EDITION (2011) R103.12 AND ASTM C V6. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209O PER FB.C., - 6TH EDITION (2011) R3122 EGRE55 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 WEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 12 b% "�b 12 /SHINGLE Qb 5HINGLE 6 ROOF ROOF PLT. WT. _ _ _ _ _ PLT. HT. _ /5TUCCO /5TUCCO /5TUCCO a' FIN16H FIN15H 5HINGLE �= FIN15H �Jb SECOND F.F. LINE 4� i 8" ROOF SECOND FF. LINE i SII / 5WINGLE _SECOND FF. LINE ROOF - - T.O.M. _ T.O.M. _ /TEXTURED /TEXTURED /TEXTURED � FIN15N �l FIN15H = � FIN15H l MAIN FF. LINE _ _ - _ _ _ _ _ _ _ _ _ _ _MAIN F.F. LINE GRADE LINE (A55UMED) LINE OF PKT. SLIDER GRADE LINE (A55UMED) LEFT ELEVATION SCALE: 1/8" : I'-011 12 6r% /SHINGLE ROOF PLT, HT, x 5'-0" H,--\ 11E DECORATIVE FIXED SHUTTERS 0 .fl ROOF TRU55E5 a In 711L I in �III�II I 1��'�I �i I0 BillLINE Ivlll OF SECTION AA. 16TUCCO F1N15H/ 4INGLE ROOF Qb 15TUCCO FINISH 12 Qb G.C. VERIFY FASCIA CALL -OUT (TYPICAL) 12 � 12 �/ 12 SECOND FF. LINE b� 5HINGLE ab 5HINGLE �b ROOF ROOF c0 TOM, 8" BANDING COACH 611BANDING LIGHT 11 TEXTURED ���❑❑❑❑❑ FIN15H El7-1 [71 F-1 171 D 171❑ 171 [71 El PLT, Hi. 4" BANDING (TYP.) 1'-4" W. x 5' 0" H. DECORATIVE FIXED SHUTTERS 4" BANDING (TYP.) SECOND F.F. LINE cA T.O.M. - 8" BANDING - 4" BANDING -TEXTURED FIN15H bn MAIN FF. LINE _ _ILA MAN FF. LINE GRADE LINE 4" BANDING GRADE LINE (A55UMED) DOOR SURROUND (A55UMED) NOTE: ALL BANDING 15 TO FRONT ELEVATION_ BE RAISED 5ANp FINISH SCALE: 114" , 1'-011 b12 12 ab 5HINGLE 1122 /SHINGLE ROOF 'LT. HT. ROOF — / PLT. HT._ ^, /6TUCCO a, STUCCO FINI5N7 * F.G. F6, FINISH �EGOND F.F. LINE_ g "SHINGLE 12 FIN15H SECOND F.F. LINE T, ROOF TOM.IE _ TEXTURED :IN15H * co MAIN FF. LINE TEXTURED b FIN15H MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) TEMP. REAR ELEVATION SCALE: 1/8" = I'-0" ab GIRDER -- ROOF TRU55E 5 TRUSS AT 24" O.C, (TYPICAL) 11 11 lrll�� 2 CAR GARAGE o Gj u" ;y r O ' • W Fw- < .: e Ii f 1111 ll�o� `♦ b12 2 5HINGLE 12 4INGLE12 ROOF 6ROOF Qb PLT. HT. _ _ _ _ PLT. HT. /6TUCCO TEMP. * FIN15H12 � FIN15H ro ROOFLE swasmr �l SHINGLE b 2 8l+ SECOND F.F. LINE _ SECOND F.F. LINE SECOND F.F. LINE SECOND F.F. LINE _ r.oM. _ � /TEXTURED TEXTURED FIN15H 7 FINISH �cp MAIN F.F. LINE _ /- _ _ _ T _ _ _ _ - - - - - _ A MAIN F.F. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) RIGHT ELEVATION_ SCALE; 1/8" : I'-011 INCLUDED ELEVATION GARAGE LEF x FFFFr r") 00 J '0M 0 1 .2'°' � c� r 6 .Jw 6 6QQLLM Oc �-0r` p3 cooE O ��o( 0 0o ro� z Ot • JOB NUMBER 8-1812794 • CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REVISED DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OUXA4AK FLOR.117A 34677 813.925.1300 TEL 813.925.1800 FAX W W W.bAVISFIEWS.COM T,kN4PA • D>SNVM -� EST.1994 � 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 I HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO 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 \W i. 0 O LIi 0 c� laaaa— 0 M Q la—a- 0 �C LL 2582 , • TITLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • yn 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 A- MA 1 tKIAL NtK VATIONS WITH APPROVED ►ERLAYMENT (REFER TO (ER SHEET) -ENGINEERED ROOF ISSES AT 24" O.C. IRICANE STRAP PER )F FRAMING PLAN gk BRG. HGT JM. DRIP EDGE FASCIA JTED ALUM. SOFFIT --ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR"Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 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 II TIE-IN WITH WEATHER RESISTIVE BARRIER: 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. L111 LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOFMEMBRANE 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 l'Y�cgr�Y FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sT J� gPF'" SILL PLATE ��G` (SEE DETAIL B P� FOR OPTIONS) 9� WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING `v NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i r WEATHER -' / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE (ASSEMBLED WINDOW) FLASHING /-- FLASHING SILL PLATE 2 � 1 2 FLASHING / V 1-1 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" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE I 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 (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS, FLASHING DETAILS rrMrrrr� x ro r0 J UDO 0 -j co ; 2NOm om N , i` >>JN Lo L.°I= • 0 O -0 0-� Cp 3�E Je J m 00��' +� zN2v • JOB NUMBER 27002.000 • CAD FILE NAME rL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813 .925. 1300 TEL 813.925.1800 FAX W W W DAVLSBEW&COM TANAPA • n ENVEPL -- a EST. 1994 F � - • TITLE • FLASHING DETAILS oil • SHEET • N.T.5, SHEATHING TEXTURE WEATHER RESISTIVE BARRIER WINDOW UNIT FINISH COAT DOOR ROUGH OPENING SLOPE BROWN COAT 0.3 in: 12.0 in WOOD FRAME SCRATCH COAT CONSTR. 3/4"-1"BEAD OF CONSTR. (0.6 cm : 30.5 cm) ° SELF -ADHERED ADHESIVE TO BE APPLIED UNDER SELF -ADHERED (FLASHING ° SELF -FURRING LATH FLASHING BY THRESHOLD OF DOOR AND RETURN LAPPING DOWN ;,Gt UP JAMB 6". USE LIQUID NAIL BRAND OVER RIM JOIST AND x; OR EQUAL WEATHER PROOF EXTERIOR TWO LAYERS WRB UP WALL BY 6 IN. " ^ JXG� ly` N^^ CAULKING CEMT. FIN. ° WEEPSCREED � •if " SELF -ADHERED FLASHING BUILDING PAPER TERMINATE SELF SEAL TOPS OF ^ ---_� a `"I7 " , Muir f k ' WIRE LATH ADHESIVE FLASHING JOISTS UNDER s y ` :• SUBFLOOR _ AT LOWER NOSE OF DECKING (SEEn�F M.W.W.S. DETAIL WP07) SELF ADHESIVE RIM JOIST FLASHING v MASONRY BLOCK _ WALL 10 SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING —� 3/4"A"BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING REFER TO TECHNICAL LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE NI LETTER ON CHEMICAL / WEATHER PROOF CAULKING DETAIL INP01 ) (' "'' SCORED COMPATIBILITY ° ° ° RELEASE PAPER SELF -ADHERED FLASHING 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 FLASHINGQ �' \ 2 / NAILING FLANGE SELF -ADHERED' " FLASHING ~ °i DO NOT FLASH OVER i / SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (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 SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTS DE OF FLLASHING —, 6" DIVERTER FLASHING \ s° DRIP EDGE FASCIA - - CONT. GALV. "L" FLASHING PER TEXTURED, PAIr'�r" MANUFACTURES EXTER, WALL FI SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FLASHING W/ TE CONT. GALV. "L' FLASHING PER MANUFACTURE; SPECIFICATION; \ , OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER TEXTURED, PAINTED EXTERIOR WALL FINISH ^• ">'•� HOLD EXTERIOR yx" FINISH 2" ABOVE ROOF e` K'?° ` 'ti <`°e'` ` ` FLASHING CAULKING \\ •'•J.i:J is 'l.i:; �, :. "...:... 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING-\ 6 TO 12" - PER PLAN SPEC'S. 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 HIND DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV, "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS VER RO ` O OF SHINGLES W/ TAR SHINGLE PER CONTRACT R�q E,00P °�GK METAL DRIP EDGE TO BE UNDER �jy S 11 UNDERLAYMENT AT �ccy�g9 qG'/�C< ROOF IEAVES qsr �/� TYPICAL ROOF TO o°qN WALL FLASHING DETAIL Fq� oyTo,� , SN°°uas� coUR5� ° °°`'R5� S ` a q'(N 3Fi 2N0 G°uR 0 0 '�y50 15'� RAKE METAL DRIP EDGE TO BE OVER 5' EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. DO NOT NAIL WITHIN 6° EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. \� CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL J �\ 7 -- CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR ~1 I CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND \` METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB. OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI i *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK _VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1"BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.?.5. • � ice. C x /r• r to L a to 0 J o .(2) M .2 La >m N Q G U. M Low • 0 0 � j " 0-) c0 3�E u.Y 0 0) rw .-0 L0CCro� Z of r••rr•r•rurrrWrWr■ • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR MORIbA 34677 813 .925.1300 TF-L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVER - EST. 1994®- rrr•r w�rrrrrrnrnrrrw�r orrr� • TI TLE FLASHING DETAILS •oil • SHEET • EL. CTfRICAL < �- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET W.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET F - _ - _1 F - _ _ , HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET i DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET L - - - J L - - - J WALL SWITCH W.P. GF.I. 13 THINE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT ci FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Qr THERMOSTAT ELECTRIC METER 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 GROUND FAULT CIRCUIT-INTEMPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE..14 (UNLESS ABV COUNTERTOP) TFLEV16ICNN... 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 MOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, R:CREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 40bJ2 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2014, F.B.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A F086IL-FUEL-BUR2NING 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/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (2) A/C HORIZ DISCONN. MAKE-UP --1;- 47 + LIGHT OWNER'S SUITE OWNER! I II owNE'S BATH ROUGH-N FOR OPT. FANIGHT cCQ' \ 'O; sD W.P. G.F.I. LANAI STD. LIGHT OPT. FAN CM SD OUTLET FOR \ FLATSCREEN \ G.C. VERIFY ELECTRICAL AND BLOCKING / REQUIREMENTS AND HEIGHTS FOR PLASMA TV. W/ FAN OPT. ``-- GATHERING ROOM MAIN DISCONNECT METER COMBO - SQUARE D REFER r0 FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP. 14 AND 012 COPPER To INSIDE LIGHTS AND OUTLETS PANEL �O COPPER TO WATER HEATER % COPPER TO RANGE 04 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. W.P../ L' 0 UP To FAN/ LIGHT I II (I I II 10, RECT VENT DRYER HORIZ 1 EXT. WALL MAKE-UP LIGHT V. LAUN, --_—_--STUDYGF1 C� � I I HALF ROUGH-N I ON-Q FOR OPT. - _ -' PANEL BATH PORCH I </ \% FAN/LIGHT 0 '� �l T UP // G.F.I. COACH � a (VERIFFYPENDAAT-48" - LIGHT LOCATION) LOCATION) ( I- - - - - GF.i. I cM FOYER AT 48" PUSHBUTTON FOR GD.OPENER I \ SD ❑ \ � / � I \+�p jjj994;;gVVV""" I Rol 1 1 DINING AT 32" KITCHEN GF1. G.F.I. � I I /, I AT 48"L, u (�; I LF� \ ;� G.C. VERIFY: LOCATION I G.F.I. PENDANT OF DISPOSAL SWITCH 2 CAR GARAGE I I I I (VERIFY (I AND GF.I.OUTLET IS / LOCATION) I I UNDER SINK CABINET _ OF WINDOWS I I ❑ -✓, --,/ \ _ IG .I. L------ — — �GF.I. — GF.I_ y G.F.I. — GF.I. ELEC. W.I.T 48 � PANEL 200 AMP IRRIG. COACH LIGHT G.C. VERIFY SWITCH AND MICROWAVE VENT HOOD AND \w LOCATION OF UNDER OUTLET +14" MICRO TO EXTERIOR W.P. GF.I. FOR CABINET LIGHTING G.G. VERIFY LOCATION T.U:G. SERVICE AT KITCHEN OF (1) ADDITIONAL 110 OUTLET G,C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * • • w� K ro w U r0 a� 0 � co M/ 0 s co >;Ja 66 RL • 00 % 00 o o C)C �' zNL�I JOB NUMBER 8-1812794 • CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, RDRMA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.I7AVISBEWS.COM TAMPA • E7EI1� EST. 1994 F�=— • T1 TLE • MAIN FLOOR ELEC.. PLAN MAIN FLOOR ELECTRICAL PLAN. 4A GARAGE LEFT ELECTfRICA-. <ET 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER Wkw.p. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTEMPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PUW08E 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 iCO RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE � . COMBO DETECTOR (ARC-FAULT)�(OPTIONAL) M TELEVISION (OPTIONAL) Ur THERMOSTAT 0 ELECTRIC METER JEOL ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 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 GROUND FAULT CIRCUIT -INTERRUPTERS (GF.0 AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV161N ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED 13ATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOM$, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 61MILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.). DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS $HALL BE GFC.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.C.R. - 6TH 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 CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS $HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 1$ SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAR50N MONOXIDE ALARMS $HALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ;O T /BEDROOM 2 ROUGH -IN I FOR OPT, FAN/LIGHT BATH 2 uLP. I- ) ID DISC. BATH 3 WAL MNTI LJ- r. - --- --- . jLIGHT SWITCH AND ------ IN ATTIC/ J M � I o S A.H.— '� M DISC. \ 3 DOUN TO LOFT 1 / SWITCHES ROUGH IN i ��^ IFOR OPT. ,-- ' FANLIGHT ROUGH -IN ------ FOR OPT. FANLIGHT BEDROOM 4 ROUGH -IN FOR OPT. FAN/LIGHT ��EDROOM i ROUGH -IN FOR OPT. I FANLIGHT I I I G.C. VERIFY ALL SMOKE DETECTORS TO 5E HARD -WIRED ----------------------� UPPER FLOOR ELECTRICAL PLAN_ INCLUDED ELEV. SHOWN GARAGE LEFT x m #I� ��O J0 O Jt�ril�p� i 0M ` >_ > J N t 1` Lo � � iL • O /i '0 15 h 'OJCd E0 , 0 cm t -J 410 00C�h ZcCOvLer • J08 NUMBER 8-1812794 • CAD FILE NAME LOT 237 T8 ISSUED 05-15-18 REVISED x OD DAVIS BEWS DESIGN GPOVP 150 STATE 5TR.EE1' EAST OLDSMAR, FLOMA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>FlVVER � EST. 1994 F---r 0 qq- w Y O °C m z 0 V) O oC = cC H O g n � M N O J >- 0- 2582 • TITLE • UPPER FLOOR ELEC, PLAN • SHEET • I IAl All it; I -All FLOOR TRUSSES IAI All ,;lo;ll ROOF TRUSSES_ FRAMING F45TENER CAPACITY LEGEND 0 51MP50N MT5MI6, 20 - (1)10d wl (4)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) 11 6IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)10d EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 0 6IMP50N META16-40 (a)10d x 1-1/2" (TYP: FRAME TO MASONRY) @ 5IMP50N H10A - (IS) IOd x 11/2" (TYP. 5YP FRAME) ® 5IMP50N M5TAM24 (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) 6IMP50N LTT205 - (10)-10d + 1/2" x T07Z5 (TYP. FRAME TO MAS/FRM ALL-AROUND) Ig 51MP5oN MT512 = (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) 14 SIMPSON L5TAI8 - (14)10d (TYP. FRAME TO FRAME) 0 5IMP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) 6IMP50N HTT4 - (1) 5/8" dia. A.B. + IS-16d BOLT IN 51MP5ON SET EPDXY. EMBED A.B. 511 (MIN.) INTO CONCRETE (TYP. 5YP FRAME 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO FRAME ALL-AROUND) 6IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) ® To CONCRETE) 5IMP50N HTT4 - lU 5/8" DIA. ATR + (1a)16D. EMBED A.B. INTO MA50NRY Ko, BLOCK 6" (MIN) INTO MA50NRY KO. BLOCK WITH 11 (2) 5IMP50N MT51a - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) 6IMP50N SET EPDXY. (TYP. 5YP FRAME TO MASONRY) 5IMP50N HTT4 - (1) 5/8" DIA. ATR + (1a)161). EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) INTO MA50NRY K.O. BLOCK WITH 5IMP50N 5ET-XP EPDXY. (TYP: 5YP FRAME TO MASONRY) 18 (2) 51MI-50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) 19 5IMP50N 5T6224 - (2a)16d (TYP. FRAME TO FRAME ALL-AROUND) O 5IMP50N MGT - (1) 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO MA50NRY K.O. BLOCK WITH 5IMP50N 5ET-XP EPDXY. (TYP 20 (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) 2-PLY TRU55 HEEL TO MASONRY) 21 (4) SIMP50N HT520 - (24)10d 11/2" AT EA, STRAP (TYP. 5YP FRAME 5IMP50N LGT3-5D5 2.5 (12)1/4" x 3" 51)5 AND (4) 3/5" x 5" TITEN HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. TO FRAME ALL-AROUND) 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES. FOR 3-PLY TRU55 HEEL MASONRY) ® 5IMP50N M5TAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME SIMPSON HTT5KT - lU 5/F DIA, A.B.+ 26 5D 10" x 21/2" BOLT IN 24 5IMP50N HT5M16 - (a)10d x 11/2" w/ (4)1/411 x 21/4" TITEN 2 ITYP. 5YP 6IMP50N SET EPDXY, EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. 5YP FRAME TO MASONRY ALL-AROUND) FRAME TO CONCRETE) SIMPSON M6TCM40 W/ (14)-16d SINKERS AND (10)1/4" x 21/4" TITEN 2 25 O10 SIMP50N HGT-2 (2 ply member)-(2) 3/4" DIA. A.B. + 16-10d EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SCREWS 2� 5IMP50N M5TCM60 W/ (20)-16d SINKERS AND (14)1/4" x 21/4" TITEN 2 5ET-XP EPDXY; (TYP S.Y.P. FRAME TO MASONRY) SCREWS NOTES: I. TRU55E5 ARE SHOWN AS 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 AS PER 5IMP50N STRONG -TIE CATALOG (G-C-2011), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL. CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REG15TERED PROFE55IONAL ENGINEER. TIRU55 DE51GN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S IN6TRUCTION5 MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERU15�: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON META20 (AT EACH RU Wl (a)10d x 1.1/2" (UN.O.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N WETA20 (32" O.C. PAX, / 9) 10d x 1.1/2" (,,SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED'O (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 5IMP50N HIOA W1(16)10d x 1-1/2" OR 5IMP50N HT520 W/ (24)10d x 1-1/2" ITYP, FRAME TO FRAME ALL-AROUND (UND,) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 5iPECIFICATION5 FOR FULL CAPACITY x w C to U ro o lQ 0 JM�W 1 M .0 co r 2ZJc� co oolL. O O �0 .. �= o c ID ro N 00 z1��1 JOB NUMBER B-1812794• CAD FILE NAME LOT 237 TB ISSUED 05-15-18 REMISED "', a '/1l l it 5F'ECIFICATION FOR L.EDGER5 (THE 5H LEDGER A (LA) - 2x4 PT UU/ 1/4" DIA, x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 8UB5TITUTE, UNLE55 THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (LB) - 2x4 UJ/ (3) 0.131" x 3-1/2'' R.S. NAILS AT EA. STUD (l(o" O.C. 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 TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x5 PT W/ 5/5" DIA. x 5" A.B. AT 1211 O.G. STAGGERED W/ 5IMP50N HU/HUC25 AT FACE ATTACHMENT OR HT51(o AT TOP CHORD BEARING AT EA. TRU55 (TYF. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x5 PT W/ (4) 51MPSON 5D525(o00 SCREWS AT EA. STUD 06" O.C. MAX.) W/ 5IMP5ON HU/HUC25 AT FACE ATTACHMENT OR HT51�o AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/5 DIA. x 8 4.5. AT 12 O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR 51MPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x5 PT W/ 5/5" DIA. x 5" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM 5UPPORT TO THE MASONRY WALL-4 TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU55 18 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE: LEDGER (MIN.). LEDGER G (LG) - (1) 2x5 W/ (4) SIMPSON SD525&00 SCREWS AT EA. STUD (Ifo" O.G. MAX.) W/ SIMP50N HU/HUC25 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D, HU/HUC28-2 OR HU/HUC28-3 MAY 5E U5 FOR 2 Y O 3 Y HANG T U55 ATTACH NT RE51=ECTIVELY UNO 10191& INCLUDED ELEVATION TRUSS STRAPPING PLANS. 11 �111 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 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 now V W 0 0 L.L. z 0 V) 11,10-4 O c) o �c 119 oil IV [2:5 8 2 TITLE - TRUSS STRAPPING PLAN • SHEETT R - GENERAL NOTES: CEILING COMPONENTS AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 3E 1/0" STUCCO OvER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/62. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU56 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 TRU55 MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU65 MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THI5 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'S COMPONENTS a TH16 TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW, CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRU65ES TO BE HANDLED B INSTALLED USING MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 8 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLE66 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 8 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU65 CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE-5TRE55ED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT 51LL5 SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENT5 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE -CAST LINTELS HAVE BEEN REVIEWED 6 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TCRETE. USE OF C45TCRETE LINTELS AND BILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 16 REQUIRED. MANUFACTURED PRODUCTS. • ALL MANUFACTURED PR ODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER, THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE Y T F IS PROVIDED HEREIN. CONTRACTOR,AS OJ CT I ATTACHMENT INFORMATION GIVEN N MANUFACTURER PR DED EREPROJECT COMPONENTS PROV DED. E R E B E 15 U5 4 THAT T HAS N COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENTED BEE INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. .. NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 8 TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED rat 16" O.G. TO PROTECT FROM FALLING HAZARD. • ,ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE5I5T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE 455ENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" 15 NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 40" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU65/JOIST/5EAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU58 HAS A VERTICAL WEB COMPONENT AT THE "SIBTERED" LOCATION ((o) 0.131 X 3-1/2" NAILS EQUALLY SPACED •• ATDLOCATIONS W ERE TED MAY BHE FLOOR SYSTEM BELTHE OW THE GUARDRAIGTH OF THE L 16 PARALDLELTTOTHE THE GUUARDRAIRTICAL L,BTHE 50T OM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF 51MP50N 5D525600 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 -I/16" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT, ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 61STERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH ((o) 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 SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO 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 "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 8 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/a" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 60LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32'' 055. ROOFING.4 FLASHING (NOTE. SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAILS SHALL BECORRO5ION -RESISTANT NALIS CONFORMING TO ASTM F1(o(o-I OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, 5TAINLE55 STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT 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. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK d STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MA50N SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X(o"X3/8" STEEL ANGLE W/ 1/2" DIA, X 5" SIMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/S" DIA. X 4" LAG SCREWS 5 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE 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, LLC. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A68UMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW, TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/(o00 IN THESE • AREAS OSAYEPURPOSES FOUNDATIONS ONHBN1ZDR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED 16 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLA5HING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 8 NATURAL STONE. 51MULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/45CE 5), 1.3.1 THE MASONRY SOCIETY DIRECT DE51GN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1,4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE--1). 13. SPECIFICATION FOR THE DESIGN, FABRICATION $ ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. L6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.-(. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. la AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2, DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -1 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN, (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 P5F HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUS5 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FIN15H MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/0" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC, 2.5. WIND LOADING SEE TABLE FOR CRITERIA, 3. SOIL: 3.1. MINIMUM ALLOWABLE SDIL PRESSURE IS 465UMED TO BE2 000 PSF AS PER TABLE R401.4.1, 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION # PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi a 28 DAYS (U.N.O.). 4.3. R A S GRADE 60 (U.N.O.). REINFORCEMENTEB R ASTM 4615 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4,13. USE 0.1% 5 T' 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 530RA5CE 6/TM6 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN. e THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2, GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2, COMPRESSIVE STRENGTH REQUIREMENT IS F*=1500 PSI, 5.2.3, DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. 1" IORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5, STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8, PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. Sae. JOINT FILLERS ARE NOT APPLICABLE. F.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4,1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2, ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D " 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE IN ACCORDANCE WITH E/51 HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/S")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: (o.1, DIMENSIONED LUMBER SHALL BE DRESSED 545, B SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6,2. ALL LUMBER SHALL BE SOUND, SEASONED; $ FREE FROM WARP. 63. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED 6 BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6,3,2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. *12 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED w 16" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4, TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE '•2 GRADE U.N.O. (o 3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.�a. INSTALL 5LOCIGING IN ALL WALL STUDS OVER 5'-0 'a 1" IID-HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 1D 4'-0 D.G. 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 COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. it-W-5i1 6 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2, 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.J. (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6,6.1. ROOF SHEATHING: SHINGLE OR METAL, 1/16" MIN, THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN. AT TILE USE MIN, 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 71/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. (o.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.): 6.1 ALL NAILING 6 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.a ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., U$P, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.e BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED 45 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. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING '1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0782, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. Q 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) 5IMF50N 5D525600 e 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMP50N HT516 OR TO BLOCKING ABOVE a 24'' O.G. AS PER DETAIL 'F'/52 BLOCKING DEFINED (THE FOLLOWING 11 .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS 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 STUDS AT EITHER END, U.N.D. • 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 STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 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 MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN5FERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. FIGATION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS (THEFOLLOWING SHALL Y FOLLOWING P Y ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A,B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x -ATTACH TO 2x FALL SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY ATTACH TO MASONRY w/ 1/4 x 3 MASONRY ORS 12" O.C. w/ MAX. 6" FROM END OF BUCK SHALL HAVE A MINIMUM EMBEDMENT OF 5". 2x WINDOW BUCK ATTACHMENT.) . ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A,B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL LIMITATION5 (THE FOLLOWING PF'LY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 7 • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET • VORTEX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA . THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE, SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE ANp/OR DRAFTING CRITERIA RE. - DIMENSIONS, NOTATION TO USE SAME. oNO AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY D15CONTINUITY IN DESIGN IS THE RESPONSIBILITY ��� Ci •• OF THE DESIGNER. 5F'ECIFICATION FOR LANDING5 5TAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) % % •°•. • ALL STRINGERS TO BE 2-2X12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS B UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. mill/ • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• 6 M,45ONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC.). •• S WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR: •• a CONC. Wl 4" DIA. X 3" TAPCONS i 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 3�" NAILS AT 8" O.C. TO TRU55/JOI6T/ OR BLOCKING BELOW. of ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 #2 SYP, MIN. ,1 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 ENp J015T WITH (3) 0.131X3�" R.5. END NAILS AT EACH LANDING JOIST, e (2) 0.131 X 3"' TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. of LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32'" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. NCRETE ATTACHMENT. ••••• ATTACH JOIS SP O LEDGERS OR BEAMS WITH SIMPSON LU �6 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION R312. CONFLICT5 (THE FOLLOWING 6HALL APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS 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, OR THE MANUFACTURER'S SPECIFICATIONS, THE INT. PRESSURE COEFF. 0.18 ENCLOSED M05T STRINGENT CRITERIA SHALL APPLY. MAX. MEAN ROOF HEIGHT 27,5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF © 10 SQFT + 28.6 /-- 117.1 PSF DI5CLAIMER © 20 SQFT + 26.5/-109.1 PSF (THE FOLLOWING SHALL APPLY U.N.O.) @ 50 SQFT + 22.3 - 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 IN THE ® 100 SQFT + 20.2/- 91.8 PSF FIELD AND REPORT ANY DISGREPANGIE5 TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL © 10 SQFT + 49 7/- 66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLE55 OF @ 20 SQFT + 46 3 /- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL Q 50 SQFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY Q 100 SQFT + 42.1 /- 55.2 PSF GON5TRUCTION EXECUTED FROM THE5E PLANS ® 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC, HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3 /- 49.4 PSF LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND 10' WIDTH + 43.6 /- 48.9 PSF 5PECIFIGATION5 ACCOMPANY THESE PLAN5, THEY 12' WIDTH + 42.9/- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/- 47.5 PSF GONDITION5. 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 D15CREPANOF-5 TO ENGINEER PRIOR TO STARTING ANY ^ORK. 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 EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 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 a o p 0 FZA Z wOLn0LW � Uj OwLLO rz a°E a i pu rLL= f�uo0� w N Z � juz-m¢ aZz LU g q w h M a } Qc dQU Z o�Z Z qzGM � r�w w ��vwia 3: < 0 O I�yQSQ w@Q�L3h LLUj U J ao3O ?iw LL'OJ f~] 1= LL =zz Z3 w z Q owc�a� xwgar Q rLLJ w _=¢gym LLI V% 0 o°Ca q T(; �Lnn w CV00 �- M �N W H- p Opp M w N Uj z piw ©400 in �LLr,¢ Y w 2 (,i0 b� N.1 V 0000� :DLi LU Q a vi g Oaa > iors� 50 0 � � O.� LU DATE ra3-fJ8-18 SCALE NO]`kFD DRAWN MK/PDK JOB _ eet content: Structural Notes Sheet number: N,1 142-21.5 PRE- ENGINEERED WOOD TRUSSES Q 24" O/C 12 UPLIFT CONNECTOR (SEE TRU55 (TYP) SEE ELEV. SHEET FOR SCHEDULE) SIMPSON 5P2 EA.5TUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE IV" FASTENING S.P.F. TOP PLATE 4 I dq1aI ° I/ a4°O. '//° UWM,"1' q'.. `9., (� q. III aE °. ° • 4q ` • I I�9. "3=2-1/2 •4=2-1/29 11111:1I v , I /•q 4 05=2-1/2 Mba 311 . deI Ia�, •/1I ° Q-°�.. O; V I 1M=3-1/2d I d 1,4 a\4 .4 I q.° q ,4 a° 4. e ° .° Id LAP SPLICE EMBEDDED STD. 900 HOOK STD" 1800 HOOK 4 , y PLAN FOR 51ZE5 4 MORE INFO, K-L--�Masonry Wall Reinforced Cell Detail S-� SCALE: NTS 10" MIN. ` 8x8 K.D. CUM BOND BEAM w/ 1- 05 BAR CONT. a q.• . '' PRE-ENGINEERED CONC. LINTEL " - w/ 1- 05 BAR CONT. CONNECTORS IN LIEU OF NOT FOR USE IN THE HVHZ (DADS B1ROWARD) EMBED ACI INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonr Wall Detail 5TD. HOOK IN 15 BAR VERTICAL WALL REINF. (4) I06 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-� SCALE:NTS BOND BM. a. GROUT GELL5 SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRG. TRU55 BRG. FOR WALLS LARGER THAN Rebar La Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMP50N 5PI'5 ON 1 EACH SIDE OF STUD TO " " $-1 SCALE: NTS J BOLT W/ NUT � WASHER (REFER TO NOTE: BOTTOM PLATE 4 6IMP50N DOOR MANUFACTURERS INSTALLATION "'S DOWELS SEE PLAN FOR WATCHING LEGEND REGARDLESS 5P2'5 ON EACH SIDE OF •5 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: LOCATION LAP 25" MIN. STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES, REINF. GROUT" "AT 2x6 WALLS USE 5PH6 WALL SHOWN ON TO TOP PLATE w/ U.N.O." 2x6 P.T. JAMB CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF (SEE PLAN FOR PLANS, WALL5 SIMPSON SPH4 w/ EMBED ACI CLEAN OUT INTERIOR LOAD SEE TRU55 5HEET FOR a (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN. 5TD. HOOK IN BEARING WALL SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-1od NAILS • NOTE: AT 2x8 WALLS USE 5PH8 (W/0 UPLIFT) STUDS -1 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING 4 FOR SCHEDULE) FOOTING EITHER 6 COLUMNS Q NOTWITHSTANDING MANUFACTURERS CONNECTORS IN LIEU OF 0'-0" FINISHED DIRECTLY OR SPECIFICATIONS, JAMB SHALL BE 2x6 6PH4 CONNECTORS SHOWN. FLOOR 6 GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL, TOP PLATE (1) SIMPSON SPH4 W/02) IOd FOR WALLS LARGER THAN INDIRECTLY PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2'' DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON 5P1'5 ON " °'• ». q, FOOTING SEE FOUNDATION PLAN HOUSE WALLS •' '. ` GARAGE TO ARE TO BE INSULATE PER 5TUD5 e 16" O/C A.B. AT 2411 O.C. STARTING 9" MAX. EACH SIDE OF STUD TO °. •q,:`,. FOR SIZES 4 MORE INFO. 1/2" DIA. x 8" HOUSE WALLS, BUILT ASTRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2" GYP. BOARD 1/2" GYP. BOARD TITEN HD e 48" INSULATE PER BEARING WALL CALC5/5PEC5 C.C.DIA, x 8 TITEN UPLIFT 24"FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK 5BP2T'S ON EACH SIDE OFON q " D.FOR A MAX.. UPLIFT OF � ° � .••• , . O.C. MAX (SEE CALCS/5PEC5 W/UPLIFT 1500 L55. ON EACH TRUSS SPECS, ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. •1 STUDS 16"O.C• STUD TO TOP PLATES. q. ' FOUNDATION (1) SIMPSON 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER, THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/21'DIA. U.N.O." PLAN FOR w/ 12-106 NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS e 2'-011 INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL, CALC5./5PEC6. N asonry Column @ Lanai/Entry Detail EXCEPTIONS) NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 SCALE: NTS PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT 50LE PLATE 0'-O" OL O'-011 a p `° ° _ P5L 5YP TOP PLATE (1) 51MP50N 5PH4 W/02) 10d I ---a .° • °. °. •. FOR WOOD FRAME WALL TO FOUNDTRANSITION CPS AB. SEE COMMON NAILS EA. STUD z • .q,••' STEEL ACI 5TD. a " ice -FOOTING SEE _i FOOTING SEE -� K.O. CMU BOND ° HOOK (TYP) I- FOOTING ON PLAN FOR I- !�- FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. (L �111 11� I�I I I I SIZES 4 MORE INFO. -III-III- FOR SIZES 4 MORE OCCUR a A LINTEL USE 1/2" x 6" 5P4 TOP EL V 0'-O" TOP OF SLAB 0 BEAM INFO. THREADED ROD SET IN •; a y. �� �•e •. .� Load Brn Interior Stud Part, Detail Load Brn Interior Stud Part. Detail SIMPSON 5E7 EPDXY. U_ a •° m S-� S 1 Wlth Uplift SCALE; NTS - PLAN ` VERT. WALL REINF. Without Uplift SCALE:NTS p 2 X 5.Y.P. STUDS a 16 D.G. U.N.D. °-0" *' SEE FOUND. d '—. ffi w FOOTING SEE = N L • FOUNDATION PLAN FOR = :v LOAD BEARING OR SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. BAR TRANSITION EXTERIOR WALL (95% MODIFIED PROCTOR PER ASTM D1557) ` �' , •• SHINGLE /TILE ROOF -SEE ELEVATION 2 X STUD STEEL ACI STD,05 •• PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WE) HOOK (TYP) ✓r��i�bd •. . PER MANUFACTURERS SPECIFICATIONS. SEE TRU55 24 D.C. 8" G M U. Garage Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUR (TYP) ELEV. Io x I/2 DIA. J -38 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS P X P.T.5TUD $-� SCALE:NTS DOCUMENTATION TO INSPECTOR ,@ TIME OF R L E )W/ Uplift INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) 15 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED O7HERUJISE SEE CENTERED ON WALL N CELL 905.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR 10 or BRNG. OR GARAGE 1/2" DIA x (o" P Masonr Transition Detail TITEN HD TRU55 BRNG WALL FLOOR (4) 10d NAILS INTO S-1 SCALE: NTS ELEVATION VARIES Em BRG DBL 70P PLATE .: TOP OF MASONRY TITEN HD 48" O.G. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LE55 THAN S'-O" WALL 15 INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT I/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.G. IF 1/211 GYP. BOARD TYP. SEE NOTE ON N-I ELEVATION PAGES FOR EXTERIOR FINISH •'. ° PAGE FOR GARAGE SOFFIT/FASGIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE W/ loll 1/2 I/2" GYP. BOARD CELL TO BE FULLY APPLICATION '°_> ° A GRADE DIA. IJII BOLTS 4 GROUTED I' ..• .d d • e a. ;Y VARIES SEE ROOF PLAN ° ° -p °`• '. (MAX.)WA5HENTERED ON 2X S,Y.P. #1 STUDS 16"O•C. ° a DRILL 4 EPDXY lx2 PT NAILER . ° NOTE: 8 x8 K.O. CMU BOND BM. w/ 1 - *S BAR (1) 51MP50N SPH4 ° ° . ° WALL. (REFER TO FND 4 INTO LINTEL/BOND CONT. (MIN LAP : 25") GROUT CELLS TYP• a ° " " �d ° °: ' ° ° ° — I- I - FLR PLN FOR WALL OR CIP BEAM • MISSING DOWELS: WHERE FOOTING 1/2 DRYWALL SOLID - VERIFY W/ FLOOR PLAN. INSULATION OR PER ENERGY THICKNESS) GALCS./5PECS, ABOVE WITH DOWEL5ARE PLACED INCORRECTLY °° A' MINIMUM OR M15TAKENLY ELIMINATED, REPLACE VERT. WALL REINF. 8x8 PRECAST CONCRETE LINTEL I — I— I GONT. 2X P7 SOLE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W/ EMBED ACI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE I -I I = 4"GONG. SLAB, USE SIMPSON SET GRADE 63 S BAR. INSTALL IN SLAB IN BOND BM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — a — — — — I_ SEE FOUND. PLAN HIGH STRENGTH I °J W/ 5" MINIMUM EMBEDMENT, USE 1_01SIZES 4 MORE INFO. —_ — _ _ _ _ _ FOR MORE INFO. EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 PRECAST GONG SILL — —I ' EL V O'-O" TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A —I --I— I u_I - PROJECT WITHOUT WRITTEN APPROVAL. CURTAIN NAILER PT _ - 1x4 WINDOWS 4 S.G.D. ' � � I-1 I I —I I I_,_._I I I—� � �—� I I- I I I :. ,° ',• .:..... °•. y. ,•. ' $5 BAR VERT. WALL REINF. CONT. NOTE; • MISSING TRU55 ANCHORS: TRUSSE5 TO BOND BEAM. EMBED ACI 5TD, AT 2x6 WALLS USE 5PH(o CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. A7 2x8 WALLS » " - �- I WHICH RE PLACED 5UCH THAT AN WINDOW W/ SCREEN HOOK 6 IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP50N 5P2'S ON w lu FOUNDATION PLAN DRILL 4 EPDXY' a OR MISSING MAY BE FASTENED TO THE EACH 51DE OF STUD TO TOP PLATES. U.N.O." MINIMUM EMBEDMENT FOR SIZES 4 MORE '.� u MASONRY BOND BEAM USING ONE 8"xl6" C.M.U. PER ASTM C-90 (TYP.) INFO. CLEAN 4 coMPACTED SOIL. 5" 51MP50N SET SIMP50N HTSM16, MAX. CAP 15 Ills •. lx2 PT FIR STRIP a 24 O.C. FM:1900 P.S.I. (MIN,) W/ TYPE M OR MODIFIED PROCTOR PER AFM D1551) EPDXY 195i° MAXIMUM OF 5 IN A ROW 4 10 TOTAL S MORTAR PER A5TM G-273 K Garage Wall Section Brng Wall WITHOUT WRITTEN APPROVAL. Ix4 PT BASE NAILER Q 1/2'' DIA x 6" AB AT INT• SHEAR WALL S-1 SCALE: NTS IN5UL. PER CALC5. 4 SPECS OR TITEN HD ONS Sd NAILS FASTEN W�O Uplift BOND BEAM OR EXISTING RY 4 CONG. SLAB. SEE 24O.C. 00IN TO TOP 4 BOTTOM SLAB FOUND. PLAN ELEV 0'-0" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. 1/2" GYP. BOARD 2X 5TUD5 FOOTING SEE - - BLOCKING 48" O.C. SECURE PLATE W/ 24"O.C. FOUNDATION PLAN FOR q 2x4 PLATE SIZES 4 MORE INFO. HILTI GF62 POWDER INSULATION OR F15C CE 3.1.2 IOUS FINISH PER • ACTUATED8'' O.C. R EQUAL FINS CALR5N5PEC5. TYP. Retrofit Vert. Dowel Detail T ical Ext. Mason Wall Section FBCR i33.�.2 CONT. 2X PT SOLE SCALE: NTS S-1 SCALE:NTS 41CONC. SLAB, SEE PLATE FOUND. PLAN FOR GMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 Ll a EL V O'-O TOP OF SLAB TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: SEE N-I FOR - - - -P- - - ° ._ °:.,. , S VERT. CORNER Q- 1. 5/8" DIAMETER x (o` EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C, w - CELL FILLED W/ ADDITIONAL/ALTERNATE ;' SEE FOUND: PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION 70 THE GENERAL PLACEMENT REQUIREMENTS: CONCRETE . FOOTING SEE CONTROL JOINT DOES NOT EXTEND 1. S/8" DIAMETER x 6" EMBEDMENT 6IMP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. 9_1 11 i I CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY 51ZE5 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS L *5 LAP CONT. 05 EXPOSED FACE COURSES M Gara a Wall Section Non-Brn . 2511 LAP Exam le CMU Wall Control Joint Detail H)Brng Wood Frame To Masonry Attachment Detail $-� SCALE:NTS R Corner ContinuityDetail E p $' Wall Only SCALE: NTS $-'I SCALE: NTS $-� SCALE: N.T.S. 10" MIN. tA .+. ` -. • r;: K.O. CMU BOND BEAM EMBED ACI STD. HOOK 1N BOND BM: •5 BAR VERTICAL WALL REINF. 4: GROUT CELLS SOLID SEE PLAN Y FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. `:. CLEAN OUT EMBED ACI �ol �Of LOOR WISHED STD. HOOK IN ° r Y 2X4 PT STUDS Q 16" O.C. OR FOOTING SEE FOUNDATION CRICKET AS SOOTING " (InX4 PT STUD 24" O.C. ° REQUIRED UNDER COMMON TRUSS WK2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 51MP50N 5PI 6 EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. 57M. PLATE W/ 1/2" DIA.x6" A.B. Q 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 Q EA.5TUD M015TURE BARRIER 8"X8"XI(o" K.O. BLOCK W/1 #5 CON , 4:. (1)"5 VERT. IN CONGPILLED CELL FILLED W/2533 PSI GROUT W/ STD. (20° HOOK IN K.O. BLOCK HATrSHING GENI) NOTE: "AT 2x(o WALLS USE 5PH(o REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) CxRADE 40 GRADE (oO BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE IIAII 111511 IV IIDII $1, 11 11511 IIGi IIDII 03 11/8 41/2 1 15 21/4" 41/2 51/4 16 04 21/2 6 91/2 20 3" 6 12 1/2 21 15 3 1/0 1.5 II 3/4 25 1 3 3/4" 1.5 15 1/2 2fo "6 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 �l 4 3/6 10.5 16 1/2 35 5 1/4" 10S 21 3/4 53 "a - - - - 8" 12 1 24 3/4 1 14 "g 9" 13.5 28 95 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERIN&, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANISE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX EN6INEERIN6, LLG. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR OT16ATION BY ANY INTERESTED PARTIES 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 a p 0 a jr: w0vaicW7w LU W W. LLJ. �x-• S 0 4 a fZ tLl 35 v_+ b Q w—O� W=p �o N Zz N J uJ 00 =Zzz o22 ram v�i�G�l7 °a Z�mr z Z zW C7 2G�0 0 (i w 2 w CLU3 u- -� w Woad Uj J LL �wZ�_ I � N Q It _j s IV w iLU [( LUaa5 rw co:LU LU '2 m LL�LL N a a M � � M �_ (y r Ln Ld ? 05 M N -r 00 W V �B w R* O 3 u1 Z w 00 a t9 w�¢ w 2 vi0 []� W *_.q u 00 :5 U_ x Lu g N �- 00a `cc 06 < ea ', • z :� e DATE p3 (d8-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 51 it I I Ih 11,1' �.�..:Il u�ll,,, l_I _ -- DORMER ROOF BY TRU55 MANUF. 51MP5ON MT512 a EACH TRU55 2X12 WITH RADIUS CUT 70 DE5IRED PROFILE. 2X BUCKS ATTACHED W/ 35' EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS e 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5. TYP. LOAD BEARING WALL CON5T. 6IMP60N MT518 7 OPENINGS. 2"x4" e 16" D.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRU55 USE 51MP6ON 5P2 a STUD TO TOP PLATE, 5PI STUD TO 2X MEM5ER5 ATTACHED BOTTOM PLATE, OR EQUALS. PROVIDE BIMPSON MT512 AT W/51MP5ON A35 WHERE NEEDED TO MEET BOTTOM PLATE TO BLOCKING BELOW (24" O.C) MANUFACTURER'S ATTACHMENT POINT ROOF TRU55 BY REQUIREMENTS. ROOF TRU55 MANUF. TYP. 2"x4" BLOCKING AT 24" O.C. BELOW 51DE WALLS BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 IF 1X THEN ATTACH OR EQUAL AT EACH END TYP. WINDOW THROUGH Zi BUCK TO CMU/ WOOD 51MP5ON L5TA12 AT EACH STUD TO FRAMING. IF 2X THEN BLOCKING, ATTACH TO 2X BUCK. 2-2"x4" BLOCKING WITH 4-111171 -----iCOM TOENAILS e EACH END a END WALL G R LOAD RL 51MP50N MT518 e 2' SAL BOTT. PLT,, DBL TOP IF 2X ATTACH TO CMU. SHINGLE /TILE ROOF 12 PRE ENGINEERED WE) TRU55 a 24" O.C. EACH TRU55 PLTJ w/ I/4"x 3" TAPGONS a - SEE ELEVATION PAGES FOR MORE SEE (TYP) 12" O.C. W/MAX. 6" FROM END OF BUCK. INFO. FASTENING TO ELEV. INSULATION PER ENERGY CALCS. (TYP. ALL 2X WINDOW BE A5 PER EACH STUD OR EQUIV. BUCK ATTACHMENT.) MANUFACTURER5 SPECIFICATIONS. 2-2"x4" BLOCKING WITH 4-16D CONTRACTOR TO HURRICANE ANCHOR a EACH TRU55 SEE GOM TOENAILS a EACH END PROVIDE MANUF. TRU55 SHEET FOR MORE INFO. DOCUMENTATION TO INSPECTOR e TIME OF INSPECTION. IF ELEVATION VARIES TOP PLATE 2x8 PT VERTICAL (ABV) e WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL 0" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. III FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT e 24'' O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) a WALL To BE ATTACHED WITH m General Irregular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4 x 2-1/4 TAPCON a 12 O.C. OR PER MANUFACT. PROVIDED BY FRAME (SEE PLAN) 5PEC5. 8-2 SCALE: NTS CONTRACTOR. CMU WALL BELO7W 51MP5ON C516 a CORNER e 16" O.G. 1/2" GYP. BOARD SEE HORIZONTALLY NOTE ON N-I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP6ON LSTA12 a EACH VARIE5 SEE ROOF PLAN WITH 4-111 COM STUD OR EQUIV. TOENAILS a EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRU55 MANUF. W/ 51MP5ON 5PH4 a SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE TYP. LOAD BEARING WALL RATE[) SHEATHING (MIN. STUD GRADE 5YP) EA. STUD W/(12) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" a 16" O.C. (SINGLE SHEET FOR NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) CMU WALL BELOW STRAPPING TABLE ON SHEET 5-3 TYP I CAL P LAN VIEW FOR STUD SPACING FASTEN EA. STUD NOTE: TO TOP PLATE w/ AT 2x6 WALLS USE FASTEN HEADER PER HDR. DETAIL "J/82" WINDOW SEE FLOOR PLAN FOR SIZES F Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS • • • I 5AIL 5P2 w/ (122)) NNAILS FULL DEPTH BLOCKING a PANEL EDGE5 w/ \// SEE TRU55 SHEET 2x TOP PLATE 5EE TRU55 SHEET (3) 16d TOENAILS FOR STRAPPING CONT. FOR STRAPPING ��� -TOP CHORD EA. END 6IMP60N BPI w/ GYP. BOARD RETURN I�upd NAILS EA, TRIM VARIES - SEE ELEVATIONS I/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM RATED SHTG. TRU55 TO TRU55 ON TOP OF BOTTOM FOR STUDS 112X" BILL ----- PRE-ENGINEERED ROOF TRU55. PRE-ENGINEERED 2X a III O.G. ROOF TRUSS. CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS a EA. BELOW HDR. (2) °T- ° CONNECTION 51MP50N 5P4 w/ I/2" GYPSUM BOARD INSUL. PER ENERGY CALCS. 2x BOTT. PLATE PRECAST 6-10dxl 1/2 NAILS EA. STUD ° CONT. CONCRETE PRE-ENGINEERED WOOD TRU55 .. L_ 7 R por 51MP50N 435 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEM5ER5 OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X 5UGK5 TO BE ATTACHED TO CMU PER SPEG5 GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N 435. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT a TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4'' EMBEDMENT. SE TRUE OR MORE INFO 2x 5TUD5 a 16" O.G. 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALL5 USE 5PW8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 51=115 ON EACH 51DE OF STUD 70 BOTTOM PLATE 4 6IMP60N 5P2'5 ON EACH 51DE OF STUD 70 TOP PLATES. U.N.O." LINTEL. 5EE INSTALL I/2 X 6 1/2" GYP. BOARD APA RATED SHEATHING NAIL 10" x 1/2" DIA. "J" 7/16" APA RATED SHEATHING NAIL FLOOR PLAN FOR MORE INFO. THREADED ROD BOLT a 24" O.C. PER 5CHEDULE, MIN. 'I 16d a 6 O.G. PER 5CHEDULE "0" IN SIMPSON SET ,,11 111 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY e 2'-0" 4" CONCH 51 AB POCKET MASONRY SCREW "TYPICAL AT TRU55 e 16 O.G. CONT. TO TOP CORD (3) 0.131 x 3 1/2" INSUL. PER CALCS. 4 5PEC5 O.G. (MAX) s� ••°' " SEE FND. PLAN 2X PT SOLE PLATE SLIDING a 8" O.C. ALL LOAD BEARING BYP. COMMON e TRU55 CHORDS CENTERED ON •.00 ODOR. PRECAST CONCRETE 0.131 x 3 1/2" COMPONENTS, 01 WALL. Structural crlu WALL - SEE 2x PT Kneewall FMORE LOOR N FOR p ;• — - ELEv 0'-0" TOP OF SLAB LINTEL, SEE a 4" O.C. GRADE SHALL BE USED FOR NOTE: 2x8 PT MIN. B S-2 O. B�ATrM SCALE: NTSLo p �w _ FOOTING SEE - - FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL TO = tv ,° ; . FOUNDATION PLAN ° FOR MORE INFO. SLIDING DEPTHS GREATTHAN BE ATTACHED WITH 1/2" DIA. x 6" TITENER >� •°•.,°•• FOR SIZES 4 MORE DOOR. 02 HD. ��% INFO. 2x4, GRADE MAY i / II d OR BETTER ��" Typical Ext. Frame WallSect o 11 BE USED. ALL 4x NOTE: IX PT VERTICAL a WALL 5P1 EACH STUD JOIST R,q� il 11 q FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/411 x I I BOUNDARY $ 2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPCON a 12" O.C. OR 2x8 PT R 5T NAILING FOR PLAN FOR 51ZE5 $ MORE INFO. 4"GONG BLAB. SEE FOUND, PLAN PLAN FOR SIZES 4 MORE INFO. U.N.O." 4"GONG. SLAB. PER MANUFACT. 5PEC5. lx6 HEAD WALL, DASHED LINE INDICATES BEE FOUND. TOP PLATE OF 2x8 LEDGER W/ 4-0J31 x 3 1/2" 2x8 LEDGER W/ 4-0.131 x 3 1/2" PAVERS OIR 4" GONG PAVERS OR 4" GONG PLAN INSTALL GLASS PER 1 BLOCK WALL BEYOND WALL R.S. NAILS a EACH 5TUD5 PLYWOOD O EXTEND PAST R.S. NA e EACH 5TUD5 SLAB ° .Q ° SLAB ° ° :. �' MANUFACTURER I EDGE5 FLOOR TRU55E5 4 ° ° ° ° ° (BEAMS OF TRU55TOP HANGER TO _ ' a° ° SHEATHING) CHORD PRE -END. WOOD ` ° a ° _ CAULK UNDER FRAME .. K.O. w/ I-#5 CONT. FLOOR TRU55E5 LBUS �5P50N OR L55U ° . °� . ° ► FIEL EDGE WANDER TO PRE -END. BE 51MP50N PRE-ENGINEERED MIN. CONCH. SILL , WOOD ROOF LU5, L5U, OR WOOD ROOF TRUSSES CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail FINISH BOUNDARY TRU55E5 LSSU MIN. H , PER BCC 1ITI 1.2 PER FBGR 703.7.2 INTERIOR $-2 SCALE: NTS $-2 SCALE: NTS -; AREA PLYWOOD TO 4" GONG SLAB #5 a CORNERS 4 45" O.C. BLOCKING SEAM FOR WALL, BOUNDARY NAILING FOR SEE FLR PLN FOR HDR. SIZE NOTE: 2x8 LEDGER U / 4-0.131 x 3 1/2" R.S. INTERIOR EXTEND TO BOTTOM OF WALL FOR ROUGH Of UNDER SIMPSON SPH4 w/ II AT 2x WALLS THAT ARE WIDER THAN 2x4 4 WHERE THE HEADER 15 NOT FULL WIDTH MAX. PANEL OVERHANG NAILS a EACH AREA 5'-0" (1) SIMPSON C616 OR (1) NAILS EACH 16" O.C. (CAN NOT SHEATHING) OF THE WALL ADD 2x PAD BLOCKING 4.. a SHEATHING CLIP OUTRIGGER a FLOOR TRU55 2x8 LEDGER W/ M5TA24 w/ 22-10d NAILS - GO OVER 16" O.C. RIPPtD DOWN SUFFICIENT TO ` ° ° .a ° ,. °4. ° ° FOR ROOF5 24" O.C. (FIELD VERIFY 4-0.I31 x 3 1/2 „ CENTER ON HEADER U.N.O. (11 NAILS EA. SIDE INTO CRIPPLE FLUSH THE HEADER TO WIDTH 4 ALLOW THE INSTALLATION OF THE 5PH 4 ° ° 4 ° °,., . a '.. TONGUE 4 GROOVE FOR FIELD FIELD 5UB FASCIA OR WITH TRUSS LAYOUT R.5. NAILS e STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, ° ' FLOORS WALL PLATE LOCATION) EACH 5TUD5 FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE " 'Q BOUNDARY WITH FLOOR TRU55 WITH -OUT TRU55 FLOOR FOR ROUGH OPENINGS OVER `� ------- 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS FOUNDATION PLAN FOR 51ZE5 4 MORE °. a ° ° ° ° NAILING (PERIMETER OF DIAPHRAGM) 5'-0" USE (2) SIMP50N CSI6 _- - =„ USE 51MP5ON C516 IN AN 5PH INFO. OR (2) M5TA24 lUNO) CONFIGURATION. ATTACH PAD BLOCKING G T kcal LtWjjtj1 Detail SIMPSON PROVIDE I I w/ (3), 0.131 x 3 1/2" NAILS TO HEADER MIN. Non-Brn Frame Down Header Detail S-2 SCALE: NTS "2x " KING STUD SPECIFICATION FOR KINGS 4 CRIPPLES L530 OR DOUBLE BOTT. U.N.O. EQ., TYP. PLATE AT OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6 -2 , TYP. CLEARANCES FOR THE WINDOW/DOOR L . S-2 SCALE: NTS Multi -use 2X4 CROSS 7� I nTLOWING APPLY U.N.O.) _. -..._ WITHIN AN OPENING, IT IS ACCEPTABLE BRACING e 46" TO UPSET THE HEADER SUCH THAT ONE II J II 8®LT REFLACE1-IENT CN,Aj�'t• T: O.G. ON TOP OF 2X4 RAT RUN BRACING a 48" • AT OPENINGS UP TO 3'-6" (1) CRIPPLE 4 (1) KING 15 REQUIRED ON OR BOTH OF THE TOP PLATES IS ELIMINATED TO MAINTAIN THE FULL 2X4 RAT RUN RAT RUNS FOR 4 TRU55 5PAN5 O.G. ON TOP EACH SIDE OF THE HEADER. . AT OPENINGS 3'-6" TO 5'-2" IN FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING 0 3" SET IT 15 NOT ACCEPTABLE TO BRACING e 48" O.C. ON TOP OF OF BOTT. CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE O.C. ALL AROUND SUBSTITUTE A LE65ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE • THE FOLLOWING; "J" BOLTS CAN BE REPLACED UJITH THE COiRi�?ESPONDING� BOLTS. TRUSS 5PAN5 HEADER FOR WHEN THE TOP PLATE 15 THE REVERSE IS NOT AF PLICABLE FOR FRAME TO SLAB APPLICATION ONLY NOTE: ON III PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. a 12" OR LE55 USE LUMBER ONLY BLOCKING 21'x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. F OTT. CHORD WOOD TRUSSES ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE SPH4 CONNECTORS FOR 4 TRUSS • NOTE :THE STRENGTH OF THE CONCRETE SHOULD. BE MIN. 2500 PSI. SUBSTITUTION SPAN5 2-16d a EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT D _ TRU55 JOINT ARE REQUIRED ON EACH SIDE OF NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXf=AN51ON 5OLT5 IS NOT PERMITTE. ATTACHED W/ 2X4 BLOCKING - __ THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS 0 FOUNDATION PACE TAKES PRECEDENCE. 3-0.131 x 3 1/2'' 24" O/C W/ 3-0,131 x ANY DIFFERING NOTATIONS FOR OPENING ovER COMPONENTS ABOVE THE OPENING GYPSUM 5TANDARD BCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENT5: R.5. a EA. TRUSS 3 1/2" R.S. CRIPPLES 4/OR KINGS MADE ON -2 , TYP. SHALL ATTACH DIRECTLY TO HEADER. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED $ APPROVED B�' E.O.R. IN WRITING. . 1/2" GYP. ON III O.C. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. SIMPSo (ON SECOND FLO(ljR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS a 1" OG ALONG ALL 5UPPORT5 MIN END 51MP50N 434 L530 0 1/2" HIGH CONNECTOR EQ., TYP OPENINGS UNDER ONLY (1)SIMPSON STRENGTH OR W/4-06 X 1 1/2" (ON CONIC. SLAB) 6IMP50N HTT4 C516 SPAN FLOOR Y , TO 5/allGYP. INTO BLOCKING W/ (1) 5/6"x8" ATR IN 51MP50N SET BLOCKING/RUNNERS BELOW MASONRY WALL HETA 12 a 24"O.G. 4 X 1 1/2" EPDXY 4 (18) 16d NAILS (ON SECOND FLOOR) FOR ROUGH INTOTO TOP AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) SIMPSON 2x FRAME WALL PLATE MAY BE HTT4 W/ (I) /8 HEEAD ROD SET IN STRAPPING MAY WALLS WITH UPLIFT, 6IMF50N SET EPDXY 4 (18) 111 NAIL$ ELIMINATED, UNLE55 EMBED A.B. 5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCMII IF FILLED CELL OCCURS BELOW N L A B L t• i*'PIC,4L NAILING SCHEDULE NIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.5. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR I 0.131 x 3 1/2" 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.) • 1/2" GYP CEILING ON 2411 O.C. MAX. FRAMING ATTACH WITH 1-1/2" 5CREW5 AT 6" O.G. ALONG EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS a 7 O.C. ALONG ALL 5UPPORT6, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" 5CREW5 AT 6" O.C. ALONG EDGE5 .AND 12" O.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. E Ext. Wall Con. on- UC2 rn oca ion Typ. Header Detail o T ical Nailin Schedules Floor Roof, Wall $-2 SCALE: NTS $-2 SCALE: NTS S-2 SCALE: NTS "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x (1" 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" x 8" 5/8" x 8" 5/S" x 5" EMBED 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 EN6INEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE. PLANE), RE6ARDLE55 OF WOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX EN(5INEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX EN6INEERIN6, 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 0 a ° �?30 woU I= G w wj^ h O 5 a w 0 13 � S 2- QIt°x wv_Wf rML-7I po �zOaOz��=N >zdhw N J 1 2 z a p222�a qa�mR62 ZgZlb u w �t9y� x�axzw 0 0 �f, awc d Ca w J u. U, U w a o aQz WEm Q 2w� waau,wvwiz W Q _ im d� c/) _ ° o a aM U � t Ln w N Z =) M Ln rq c. M �p LY 1-00 00 M �B Uj 0 q* o ko Lu N Ln Z w Od'0 ... N *t O zU-r-¢ W Z crf0 CC LIJ 00 V LL Q W Q g C. 00a s 0 Qe � w zli Iluu DATE Qj3-®8-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 e^re-�t-• t-�l�_I�tl^�aCr^� PER JOINT BRACING A Truss Bracing Overlap Detail S-3 SCALE: NTS DBL TOP PLATE WALL SHEATHING NAILED PER 0'/5-2 0 LU 2x4 WE) CONST. —" LL! 1611 O.G. W LLI 2x6 50LE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW 50LID CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 511 WOOD 5CREW5 s 411 YORE' PRE-ENG UJOOD TRU55 (TYP) APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) 51MP5ON L5TA12 ' STRAP 48" O.C. TRUSS 2x4 BLOCKING (1) 51MP60N L6TA12 1/2" CEILING GYP BD W/ 5d BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 711 O.G. OR (1) 6IMP50N LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, (0" O.C. MASONRY WALL) OF GABLE UNO, CONTINUOUS 1/2'' G`rP BID NOTE: CR085 BRACING 4 8" MASONRY WALL ALL BLOCKING TO BE W/() #5 REBAR CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" D.C. TYP, COURSE AIIL Expanded Blocking Information Diagram 3-3 J SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT, (U.N.O.) 2x4 IITII BRACE OR L5TAI2 PREFAB ROOF TRUSSES � 24" O.C. 4'-0" 4'-0" NCT 5• SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAIL5 EACH SIDE 2x4 COLLAR TIE MID -HEIGHT a RAFTER PROVIDE (5) 16d NAIL5 EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG e ATTACHED 5TRUCTURE6 WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 4 PORCHES 2x4 BLOCKING ATTACHED 1/211 CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE 24" O.G. MAX. SECTION 51ZE SHALL w/ l2) 0.131 x 3 I/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN 45 FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" TO IV-01' ---- 2X12 V-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) 8-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ APA RATED SHEATHING. SEE 5IMP50N M5TA24 TEN51ON STRAPS 6 EACH TRU55 U51NG (14) 10d NAIL5. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING s EACH SIDE OF TRU55 4 THREADING 5CHEDULE TABLE LATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 5 THE U-5HAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 51MP5ON HT520 W/ ( 20) 106 NAILS FOR 2x12 RAFTERS, (6) 106 NAIL5 FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 M4X RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PANS LE55 THAN 4'-011 APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) IOd NAILS. o TRU55E5 a 24 O.G. SEE NAILING SCHEDULE 5. 5ECURE RAFTERS TO RIDGE BEAM USING 51MP50N L55U210 SLOPING HANGER W/ (10) 10d TABLE FOR ATTACHMENT. NAIL5 INTO RIDGE BEAM 4 (1) 106 x l 1/2" NAIL5 INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d U.N.O. /2" CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 COOLER NAIL5 7" O.C. OR EQUAL, RAFTERS. USE L5U26 W/ ((o) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER, 2x(o RAFTERS W/ 5PAN5 LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 51MPSON L5TA12 ft FROM MASONRY WALL) BEAM Wl (8) 10d NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INSTALLATION 5UPPORT OF MSTA24 5TRAP5. 5ECURE BLOCKING Wl (3) 16d TOENAILS AT SEE FLOOR PLAN FOR (1) 51MP5ON HETA20 5EE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. LENGTH 4 WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOMCHORD OF BLOCKING UNo. Valle Set Attachment Detail FA5TEN CAP TO CHASE w/ GABLE DETAIL (TYP) �0.131 x 3 1/2" R.5. NAIL5 12" FLAT OR CATHEDRAL 8-3 SCALE: NTS -- -' O.G. ALL-AROUND 8" MASONRY WALL W/(1) 1/21' GYP BD REBAR CONT. IN NOTE: CR055 BRACING KNOCKOUT COURSE KNEEWALL INSTALL SIMP50N LU524 DBL 2X4 PLATE CONT. 8'-0" (MAX.) W/ 51MP50N HT520 @ 32" O.C. OR C816 TO ALIGNING STUDS BELOW C5 16 TOP - CHORD TO CHIMNEY CORNER FLASHING ALL-AROUND - SADDLE ROOF ELEMENT O.C. ALL-AROUND LTOP CHORD ENG. TRU55E5 e 24: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAIL5 EACH END B Fire lace Chase Detail S-3 SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. 1'-0" t-IAX APA RATED 5HEATHING. 5EE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR PRE-ENGINEERED TRUSSES 6 24" O.C, SEE DETAIL A ON TH15 SHEET (TYP) OUTRIGGER (1) 51MP50N 2x4 BLOCKING 1/2'' CEILING GYP BD W/ L5TA12 STRAP ATTACHED W/ (2) 5d COOLER NAILS 7 48" D.C. ti 0.131 x 3 I/2" R.5. O.G. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4. META 20 48" O.C. END, UNO. BAY OR 8 ft FROM MASONRY WALL) ATTACHED TO BOTTOM CHORD OF 12" GYP BD FLAT OR CATHEDRAL GABLE NOTE: CR055 BRACING 4 8" MA50NRY WALL ALL BLOCKING TO BE W/() *5 REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.G. TYP. able Section - For Gable Less Than '4'-0" High SCALE:NTS ALL BLOCKING TO BE MIN. EA. SIDE of THE REPEATED 48" O.G. TYP. 5TUD5 MIN. CEILING J015T5. J015T5 I I 6 O.C. TO BE PER NOTE #1 TYP. Masonr Gable End S-3 SCALE:NTS ATTACH THE CEILING FRAM SEE NAILING APA RATED SHEATHING. SEE NAILING WITH (4) 0.131 X 3-I/2" NAIL5 SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O, TO EA. STUD ALL AROUND ATTACHMENT5 PERIMETER. IF ABUTTING MA50NRY USE. P.T. 5YP 02 2x4 DIAGONAL LEDGER AND ATTACH TO APA RATED 1'-0" 3 1/2 A NAILDSW>/(4) 0.131 x APGON5 6 6MASONRY W1 1"40.C..IMAX. 311 SHEATHING. SEE M4X INTERSECTING NAILING 5CHEDULE 103 BLOCKING TABLE FOR , ATTACHMENT. U.N.O. % (1) 51MP50N L5TA12 1/2" CEILING GYP BD W/ EACH END OF "L11 5d COOLER NAILS 7" O.G. BRACE OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) T . Frame Down CI ,. 2x4, 2x6, OR 2x8 M O.C. SEE FLOOR S-3 SCALE: NTS PLAN FOR SIZING OF PRE-ENGINEERED 5TUD5 TRU55E5 @ 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING 11 SHEATHING SEAMS, (1)51MPSON N10A OR NT516 USE EDGE NAILING SCHEDULE. NOTE: CR055 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. S-3 SCALE:NTS APA RATED SHEATHING SEE NAILING NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E5 SHALL HAVE DIAGONAL BRACES. (A5 REQUIRED BY BCSI ) ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN A5 FOLLOWS: UP TO 4'-0" ---- 2X4 41-011 TO 8'-011 ---- 2X6 V-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X10 5'-0`TO 18'-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 51MP5ON PRODUCTS REFER TO 51MP5ON'5 INSTRUCTIONS 4 SPECIFICATIONS. 4, ALL LEDGERS TO BE 2X 5YP #2 AND SAME DEPTH 45 RAFTERS (PT AT MASONRY CONTACT), NOTES: TYPICAL AT ALL LOAD BEARING SYR COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS," "LUMBER DEPTHS LARGER THAN 2X6 MAY BE 5U55TITUTED FOR ANY STUD WORK AT 16" OC MAX. 5PACING (02 5YP MIN.)" SCHEDULE TABLE FOR ATTACHMENT. U.N.O. /�142 mDh MAX., Exp. C. Enclosed, Exterior Frame Wall Table �._ OMFRE55ION WEB 0e, SLOPING OR VERTICAL WHEN TRU55 4 5TUD ARE ALIGNED 51MP50N TW15T STRAP TYPE CONNECTOR ONTINUOUS PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRU55 4 STUD BELOW NO 5PH4 15 NEEDED a THIS STUD. ---PERMANENT DIAGONAL BRACE NOTE: 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB "AT 2x6 WALL5 USE 5PH6 GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTOR5 IN LIEU OF SHOULD BE REPEATED 5PH4 CONNECTORS SHOWN. APPROXIMATELY 20' INTERVALS. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF Ix4 MIN. BRACING W/(3) 0.131 x 5PH4 CONNECTORS SHOWN. 3 1/2" NAILS 6 INTERSECTING FOR WALL5 LARGER THAN WE55 2x8, USE 51MP50N 5PI'5 ON EACH 511DE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF CLB Diagonal Brace 20' Max Intervals Detail STUD TO TOP PLATE5. , U.N.O." s 3 SCALE:NTS NOTE: SEE TRU55 LAYOUT FOR ANY ADDITIONAL 5TRAPPING REQUIRED EA UNBRACE WALL HEIGHT 02 5YP 8'-0" 2X4 0 16" O.G. 8'-8" 2x4 Q 16" o.c. V-011 2x4 16" o.c, 9'-4" 2x6 a 16"c.c. 10'-O" 2x6 16" D.C. SCALE:NTS WHEN STUD 15 NOT ALIGNED • WITH A TRU55 ° °° AND/OR WHEN TRU55 STRAP 15 NOT DIRECTLY ATTACHED TO STUD USE () 51MP50N 5PH4 OR 5P2 TYPICAL HIOA CONFIGURATION, DO NOT NAIL THROUGH OTHER 5TRAPPING/CONNECTOR5. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. rame Wall Truss Connection Detail SCALE:NTS 0.131 x 3" COMMON SEE TABLE FOR NAILING 4-0.131 x a 16" o.c. SCHEDULE 6 5PLICE 3 1/2" COM. DOUBLE TOP 4-0.131 x 3" PLATE COMMON as 3-0.131 x 3" COMMON DOUBLE STUD aaa EA. SIDE OF JOINT 0.131 x 3 r 4-0.131 x 3" 1/211 COM. 5TUD5 6 16" c.c. COMMON / 6 16" o.C. PT BOTT. / r PLATE 2-0.131 x 311 COMMON 2-0.131 x 3 1/2" COM. I2-0.131 x 3 I/2" COM. SEE TABLE BELOW DOU5LE 5TUD CONDITION FOR LAPSPLICE / TOP PLATE F,45TENERS 5-0.131 x 3 1/2" e 2-0.131 X 3 / COM. rnM TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) / \ DOUBLE - TOP PLATE 0.131 x 3 1/2" COM. 16 o.c. 3-0.131 x 3 Ill "COM. LAP5PLICE NAILING m SPLICE ALL OTHER NAILING 2-ROW5 0,131 x 3" 36" a 3" 0/C 0,131 x 3" 6 8" O/C 2 -0.131 x 3 1/2" COM, TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING s SPLICE ALL OTHER NAILING 2411 2-ROWS 0.131 x 3" 9 6110/C 0,131 x 3" 8" O/C PT BOTT. PLATE 4 5TUD CORNER 51NGLE 51UD CONDITION (1) 51MP50N M5TA36 RUNNING ALONG THE EXTERIOR 511DE OF THE TOP PLATE CENTERS AT CORNER. MAY BE IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P51 N58Z 1N LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" APPLIED OVER SHEATHING. 0,131 x 3" COMM. 9 16" ac. / / a 12d COM. 12" O.C. 4-16d COM. 2-Sd COM. 2-211x4" W/I/2" PLYWD. 5PACER NOTE: 2X4'6 MAY BE TURNED FLATWISE 50 NO SPACER 15 NEEDED. �1601 COM. e 8" O.C. 106 COM. 6 12" o.c. SIMPSON 5PH4/6/8 OR 51MPSON 5DWC15600 FROM STUD TO TOP PLATE 0.131 x 3 1/2" COM. 6 81' O.G. P-16d COM, A 51MP50N M5TCM 60 INT. HEADER (NON-5E 4RINCs� MAY BE SUBSTITUTED FOR 51MP50N HTT4 W1 AN HTT4 WHERE LOCATION 5/8" DIA A.B,* ALIGNS WITH A FILLED CELL. /General Wood Attachment Details 4 510 CORNER PRE-ENGINEERE WOOD ROOF TRU55E5 PLYUJOOD TO EXTEND TO BOTTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD (16" O.C. MAX.) EMBED STRAP —� AT EACH TRU55 NOTES: 1, ADJACENT NAIL5 ARE DRIVEN FROM OPP051TE 51DE5 OF THE COLUMN 2. ALL NAIL5 PENETRATE 6 LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA, X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4" DIA. X 711 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 5ECTION 15.3 FOR ADDITIONAL INFORMATION INTERIOR VOLUME AREA ALE: NTS 6?RAPPING INFORMATION "' INTERIOR °°° �;' ••• VOLUME : ^ AREA + Q (1) 1-16TA30 AT EVERY :v o PRE -ENGINEERS OTHER STUD (32" O.C. O°•� z MAX. FROM UPPER STUD )'•. FTO WOOD ROOF TRU55E5 LOWER TOP PLATE, �,, ••. , NWRAP EEDED P PLATE PLUE AS/bd NAILING. IF 5TUDS ALIGN, STRAP SHALL EXTEND STRAP EACH —/17 FROM UPPER STUD TO TRU55 (SEE LOWER STUD. PLAN) nded Bottom Chord Attachment Details (2) 211x LAMINATIONS ATTACH w/ 0,131 x 311 R.S. NAILS STAGGERED 61 6" O.C. ALONG THE LENGTH OF THE COMPONENT Tvp. Nailina Schedule for NOTE: 1. 5EE TRU55 I" ,4NUF,4CTURER'S TRUSS ENGINEERING CUT 5NEET5 FOR 4DDITION,4L PERMANENT BRACING TH,4T MT' BE REQUIRED. 2. IITII 5R,4CING MAT' SE USED IN PL,4GE OF F=ERh'IANENT 5R,4CING PROVIDED IT EXTENDS OVER e LE,45T 130% OF THE WEB. Z41 (3) 211x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS 6 6 O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. SCALE:NTS (4) 211x LAMINATION5 ATTACH w/ 5IMP50N 5D525600 WOOD SCREWS STAGGERED 6 611 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 6" O.C.. ilt-Up Columns & BEAMS ti o uzi LU m TOP 4 BOTTOM CORD GABLE END. BRACING e Gable & Clg Bracing Diagram_ 4'-011 O.C. MAX. FOR FIRST SCALE:NTS (4) ROWS OF TRU55E6 SCALE:NTS CONTINUOUS 20'-0" 20'-0" SEE EXPANDED BOTTOM CORD BLOCKING DIAGRAM MIN. 1X4 CLB DIAGONAL BRACE A5 REQUIRED BY BGSI U z Lu Iloilo "111NININ ■� I`M�MMo ilmi 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 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK �w, - .tUea Uj Oz�0 op= M1E UJI a W�a ' a oFW gzzD n - Uj ri "UcCN L 1'z OYLjw W �) e00 n=pz2 q�zvR ~ } C 00 �aaoz= o2 z =z �Fo=sW G -+ UjyIy-Ov, a a 0 0 W H LL U- F L W a. r, 4 g2§8 �wz-o 0 U J O W J z ,MOO wCzown, Waal wW?�z d =<IL m F- Qww ,wwcti � o a m (; W U-) U4 Z rn J 00 pq QppO 10� LU wN 3 4n _z W Od•N � 2 * U z ''- o Q 'e W Z m0 G1oC < � 00 a LL d LU z a. a O c > - •'•. / �r p'� J O' z co 0 0 DATE 03-ca-16 SCALE NOTED DRAWN MK/POK JOB _ 'Sheet content: Structural Details Sheet number: 53-142 J DBL. 2 x 4 TOP PLATE 51MPSON 5PH e EACH STUD TO TOP PLAT WALL CONNECTION W/O WINDOW NOTES: 1, WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP # BOT. CORD OF TRUSS, SIMPSON L5TA30 W/ 22 -106 NAILS a 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING & SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT d FASCIA DETAIL WD. HEADER (U.N.D.) SEE FLOOR PLAN FOR EXACT SCHEDULE sl:� ELEVATION5 WINDOW SEE FLOOR PLAN FOR 51ZE6 INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 50LE PLATE 6IMP50N G516 OR 51MP50N M6T,436 e 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 *2 5YP RIM Lu/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 PLATW15E VERT. BLOCKNNE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 *2 5YP RIM W/ (5) 0,131 x . 3 1/2" NAILS EA. TRU55 JOIST ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 8" CONC, K.O. BLOCK BOND — BEAM POUR 50LID W/ 1 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZES WIND RE515TANT PRE-CA5T CONC. SILL 4" HIGH CONC. BLK. 8" CMU PER A5TM-C 90, 1900 P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/5" CEMENTITIOU5 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PHE, CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x5, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON 51=2'5 ON EACH 61DE OF STUD TO TOP PLATES: U.N.O." ENGINEERED ROOF TRUSSES �24" O.G. MAX. 12 EL4, 7� INSULATION BAFFLE INSULATION PER COMMUNITY 6PEC6 OR ENERGY CALC5 1/2 GYPSUM CEILING BOARD HURRICANE ANCHOR ,@ EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PH4 @ 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK a WINDOW ---2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. �1/2'' GYPSUM BOARD 3/4" TeG GLUED W/ CONSTR. ADHE51VE / ---4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD �— FLOOR TRU55E5 e 24" D.G. ""-51MP50N HETA20 @ 32" O:C. IF ATTACHED TO RIMJ015T5. e24" O.C, MAX IF ATTACHED TO FLOOR TRU55E5 1/2" CEILING GYP. BOARD SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. \ I x 6 P.T. CURTAIN NAILER 0 OPENING5 PRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T, BUCK 5TRIP WINDOW SILL - CAULK -S WINDOW 1/2" GYP5UM BOARD 4"CONC. 5L,45. SEE FOUND. PLAN FINISH PER FBCR a 103.12 p . FOOTING SEE FOUNDATION PLAN J4', FOR 51ZE5 1 MORE INFO, Typical Two Story Wall Section $ 4 J SCALE: NTS ° DBL. 2 x 4 TOP PLATE ,I EACH 5TUD4 TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WE). HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR -- PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-#5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) 15 LESS THAN OR EQUAL TO 6'4o" AN[) DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-05 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN TH15 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL, 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 P51) W/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP -- 25" WINDOW SEE FLOOR PLAN FOR SIZES SEE ELEVATION PAGES FOR ROOF COVERING e SHEATHING DETAIL sam ELEVATk WIND RE515TANT PRE -CAST CONC. SILL 4" HIGH CONC. BLK. S" CMU PER A5TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 MORTAR PER ASTM-C 210, a 5/8" CEMENTITIOU5 FINISH PER FBCR 103.12 4" ENGINEERED ROOF TRUSSES e24" O.C. MAX. SEE 12 ELE INSULATION - BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2'' GYPSUM CEILING BOARD HURRICANE ANCHOR 0 EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 5 5YP TOP PLATE W/ 51MP50N 5PH5 'S 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 5 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTALL 1/2" DIA: x 8" "J" S' ° BOLTS 8 WASHERS W/ 5" IMBED � 4,� M 2'-0" O.C. (MAX.) CENTERED �z ON WALL. _ ;Lu SIMPSON 5PH8 ° '1> a � b 2x8 PT 50LE PLATE IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER Q OPENING5 PRECA5T CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK 5TRIP WINDOW SILL - CAULK @ WINDOW 1/2" GYPSUM BOARD 4"GONG SLAB. SEE FOUND. PLAN d d a $ FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Wall Section $ )W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, 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. 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 LuzoQ ozZ, CWC LLj zo w W 1= I-- 5 O Q o. L1,. F, u. = ? 5 Z z VI LJ uJ�0Qz QC) = W z a -� =z, x N (/) cn s�zz o2Z<az I— >- _zoW N J w 00 z o�g aa59 !2Z)-~oz CC Z^ w =Zvu'ii Wa' 2!-Q2z W 0 V � W yFy.. W Q F Q `W � OJ W a F w J ui w ZZQ� u caLLI uw - 0 z w <z Wwzoe Q Q *am5 Lu ~OCW W W vi _ Um a�m� v p d J m J a � t Ln E Z M �! �- ccn cn N -; 00 amm W 'A - -* 0 Ln t� z 'i � aNC o J W u 00 Q L LUZZ vy d O0`� 0 LL .�� cr co r m` 1 Jl DATE SCALE JVOTD DRAWN MK/hDK JOB Sheet content: 1 Structural Details Sheet number: 54 SIMPSON 435 ANGLE W/ 12-SdX 1 1/2" NAILS EA, STUD TO TOP CHORD 2X4 BEARING WALL W/ STUDS 'a16"OC REFER TO TYPICAL 2-5TOR WALL SECTION FOR INFORMATION NOT SHOWN 1/16 APA RATED WOOD SHEATHING SIMPSON 5PN4 EA. STUD PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSSES FLOOR J015T CEILING BOARD PER fHT51&W/ ARCH. PLANS NOTE: "AT 2x6 WALLS USE 5PH6 2X4 BLOCKING w/ 3-0.131 x 3 1/2" R.S. 16-10d EA. TRUSS TO BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 MANUFACTURER GIRDER CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. Floor Truss To Girder Connection FOR WALLS LARGER THAN H 2x8, USE 51MP50N 5P1'5 ON $-5 SCALE: NTS EACH 51DE OF STUD TO BOTTOM PLATE 8 51MP50N 6P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." ATTACH TRUSSES PER FRAMING NOTES. IF TRU55E5 ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF SEGMENT FULL DEPTH BLOCKING 0 SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-I. BIMP50N HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/6" THREADED ROD IN SIMP50N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE A5 DELINEATED ON THE PLAN SET, OR IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PLAN DOUBLE TOP PLATE SET, (MIN. STUD GRADE 5YP) 2x 5TUD5 16 " O.G. II II II J II CMU WALL -SEE ��II 2X BOTTOM PLATE WITH (4) FLOOR TRUS5E5 FLOOR PLAN FOR NAILS AT EACH PASSING TYP. MORE INFO. TRUSS OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRUSS/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail $-5 SCALE: NTS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS iN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 6IMP50N 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE d 51MP50N 5P2'5 ON EACH 511DE OF STUD TO TOP PLATES. U.N.O." 2X BEARING WALL W/ STUDS 6 16" O.G. PRE-ENGIN EERS 1/16 APA RATED �� WOOD SHEATHING RE -ENGINEERED FLOOR TRUSS FLOOR TRUES 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS — SIMP50N C516 EA. 5TUD_z TO BASE OF 2X4 RIBBON BELOW 51MP50N NT516 m EARUN8 51MP50 HETA20 REFER TO TYPICAL 2-5TORY WALL TYP. LOAD BEARING WALL SECTION FOR INFORMATION NOT W/UPLIFT CMU WALL SHOWN Cantilevered Floor Truss Over Wall G $-5 SCALE: NTS INSTALL 6IMP50N C516 CRO55 STRAPS WITH (1) 0.131"x3-1/2" NAIL AT EAC PASSING STUD AND BLOCK, AND WITH 4 NAIL MINIMUM AT EACH END T TOP AND BOTTOM PLATES/END STUDS. 5TRAP5 SHOULD BE DIAGONAL AND AT 45 DEGREES OR LE55 IN 0 RELATION TO HORIZONTAL. TYPICAL. z J ul U IF DOUBLE END STUD 15 OVER A VOIINSTALL smb 2X BLOCKING BELOW. TYP. AT CRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 1" O.C. OR 06 X 1-1/4" SCREWS 6" O.G. ALONG EDGES AND 12" O.G. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52, ENGINEERED ROOF TRUSSES -024'' O.C. INSULATION PER ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR s EACH TRU55 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 50LE PLATE 5PH4 6 EA. STUD PROVIDE (2) 16d COM -a EACH TRU55 1/2'' GYPSUM 51MPSON C516 W/ MIN (22) lod 3/4" T4G GLUED W/ CON5TR. ADHE5IVE COMMONS (12 MIN, EACH END) 6 NAILED SEE SCHEDULE DETAIL "0" I`I05 MAX 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 6 24" O.C, 2x4 02 5YP RIM w/ (3) 16d NAILS EA. TRU55 J016T ( INSET) 1/2" GYPSUM BOARD PROVIDE (3) 0.131 X 3-I/2" TOE NAILS AT FLOOR TRUSS TO WALL 1/2" GYPSUM CEILING BOARD W/ KNOCK - BELOW DOWN DRAG FINISH SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION DBL. 2X TOP PLATE w/ SIMP50N 5PH4 s 16" O.C. w/ (12) 106 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT 6 2411 O.C. W/ NUT $ 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS SIMPSON 5PH4 s EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION q 4. PLAN FOR 51ZES e MORE INFO. A Typical Two Story Interior Bearing Wall Section $-5 SCALE: NTS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP60N 6FT5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." DECKING — 2"X4" PANEL BLOCKING 6 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM SIMPSON 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS NAILS. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED .00 MAX. 16" O.C., SEE .00 2x4 S.Y.P. *2 RIBBON 2"X4" CRO55 BRACE W/4-106 6 EA. FLOOR a 48" O/C FOR THE TRUSS, 15T 2'-0" OF END WALL C516 OR MSTA 36 W/ (4) 0.131X3 1/2" EA. END 32"O.G. (36" LONG) a INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015T DECKING 2x12 SYP 02 WOOD 3-0.131 x 3 1/2" EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR J015T WITH 5-16d HETA20 6 32" O.C. ON THE 6 48" O/C FOR THE FIRST TOENAILS. IN51DE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS NOTE: SEE 'N75-3 FOR STUD INFORMATION HALT. Frame/Masonry Connection #1 AT 2x6 WALLS USE 5PH6 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON 5P2'S ON EACH SIDE OF STUD TO TOP PLATES, U.N.O." I/2" DIA NUT UJ/ MIN, 1-1/4" DIA x 1/e" WASHER 1/2" DIA ALL THREAD ROD 1/2" PIA -► DIA ANCHOR BOLT COUPLING A,B, EXTENSION DETAIL NOT;: SEE '1\175-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS 1N LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES, U.N.O." SCALE: NTS 5IMP50N 5PH4' EA. STUD TOP 8 BOTTOM OF WAI. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE WALL STUDS. ST SHALL BE IN5T> a MAX. 16" O.G. DIA. 1/2" J-BOLT OR WITH 51MP5C SET EPDXY, 5" EMBEDMENT 6 ; 2 "X4" CROSS BRACE 6 48" O/C FOR THE 16T 2'-0" OF ENE) WALL W/ (4) 0.131X3 1/2" 6 EA. END INTO 2"X4" BLOCKING FLOOR 2 "x4" PANEL BLOCKING @ 48" O.C. FO J015T THE FIRST 2'-0" OF ENE) WALL FROM EA. (TYP) END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. — WHEN GRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. JOINT COUPLER NUT 2 "x4" CRO66 BRACE a 45" O.C. FOR THE let 2'-0" OF END WALL W/ (2) 10dx3" 2X4 RIBBON -1 EA. ENE) INTO 2"x4" BLOCKING. W/ 3-16d 6 (ANGLE NOT TO EXCEED 45°) EA. TRUSS. — WHEN ANGLE 15 GREATER THAN 45°, CROSS BRACE 6 45" O.C. FOR THE let 4'-0" OF END WALL. T. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRU55E5 624" O.G. INSULATION PER ENERGY CALC5 GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRUSS PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 50LE PLATE 5PH4 6 EA. STUD PROVIDE (2) 1601 COM o1 EACH TRU55 1/2" GYPSUM 51MP50N C516 W/ MIN (22) 10d 3/4'' TAG GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) d NAILED SEE SCHEDULE DETAIL ''0" 11050 MAX -a 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 'a 24" O.C. 2x4 #2 5YP RIM w/ (3) ._ 16d NAILS EA. TRU55 J016T (INSET) 1/2" GYPSUM BOARD SIMPSON MT816 EACH FLOOR TRU55 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - �/16" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-I PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 6IMP60N 5PH4 -a 16" O.C. w/ (12) 106 NAILS EACH /000 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT 6 24" O.C. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/0" WASHERS SIMPSON 5PH4 'a EA. STUD w/ (10) 10d NAILS 4"CONC. SLAB. SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION ° PLAN FOR SIZES 4 MORE INFO. D T ical Two Story Interior Bearing Shear Wall Section $-5 SCALE: NTS 2ND FLOOR FRAMING 51MP5ON C516 OR M5T,43(o STRAP 6 32 O.C., EVERY OTHER EACH STUD LOOK J015T-SEE FRAMINCz PLAN WEEP SCREED INSTAILED PER MANUF. SIMPSON HETA20 6 32" O.C. MAX. 2ND FLOOR FRAMING SIMPSON C516 OR 1­15T,436 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. LOOR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKING os 1" 15TA36 OR C816 OR HETA20 WHICH 15 NOT ALIGNED W/ TRU55 VERT. WEB U51NG 2-0.131" X 3 1/2" TOEN,41L.8 e EA. END. ,all 11 SEE WHEN •w DISTANCE 15 :v�> LE55 THAN 2'-0" ! �'•.. 6 THE FIRST BAY Floor Truss Parallel To Brg. Wall SCALE:NTS EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER 51MP50N C516 `` W/ MIN (22) 10d COMMON5 (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE--" PRE-ENGINEERED W/ 2-0.131 x 3 1/21' FLOOR TRUSS NAILS 6 6" O/C n F Second Floor Frame Connection 0 Girder $-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS 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. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIONS 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK 0Uj � QO Z FZOZO j UtA(Dui OWLL6z< W = zz al a: U. x A > �, b 01; woa- w wZo 0w � CN N M >nmQ =�Zz 82wc z V) i' tA') J ccW 4 �q0w Zy�OzC'1 =r G Zw p 0 '' GG N 0 WO F=" WCKO �Q LL U, J LL t- Z w� W 0 Q LJJ W wO Z?wH W in V W¢ a z 1 Z K> Q Z Q s LU N ominLu 0.o'ra u Q en Fu�' N Z 5M L4 a.M lV _P 00 Z w 0 4e (4 J Z�u_ri0 c �I= moo LL X z ua a vi ��o Oa5 fill/' ��i J�/(/ ri d s Pp�, A V DATE a3-27-IS SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: (r DRYWALL OVER FUf BLOCK U I1/16x11/16 COVE MC l «1mrD) Ix6 TRIM (WINDOW PER PLA (WINDOW — PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL — EDGES Ix6 TRIM ---" BEAD BOARD --- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL - BELOW LINE OF TRIM BELOW COMP051TE WINDOW SILL SILL lx(o TRIM DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: r ` 1'-0' SHIM A5 11-41 READ. INVERTED 2 1/4' 11 DOOR CA51NG (0366) Sro 2x 5TUD5 (PER BASE PLAN) CABINET 1/2' DRYWALL 3 1/4' BASE BD. l *366) QUARTER ROUND CALI. TOP SCALE: 1/2' = 1'-0' 8' W. CORIAN TEMP. GL, ENCL05URE CAP TIDE FINISH OVER WATER 2x 5TUD6 (PER RE515TANT PLAN) WALL BD. la'DRYWALL SHOWER 3 1/4' BASE BD l*366) SECTION LINE OF WALL BELOW LINE OF CASING BELOW COMPOSITE WINDOW SILL ELEVATION PER PLAN) -- PLAN rE WINDOW DETAIL 2 1/4' DOOR CASING (*36(0) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: I' '''0' SHIM A6 1'-4' REQ'D. ERTED 2 1/4' fILN ORCASING («366)TUD5 (PER 3Tp.N) SASE CABINEDRYWALL 3 1/4' 545E $D. («366) QUARTER ROUND HIGH BAR TOP SCALE: 1/2' -- 1'-0" -V W. CORIAN CAP -TILE FINISH OVER WATER RE515TANT WALL BD. BATH SHOWER i) I� ZBHOWER it U SIDE/ PLAN SHOWER LOW WALL 1/2" DRYWALL BELOW CAP TILE TO WRAP IN WINDOW TEMP. GL. ENCL05URE 8" W. CORIAN CAP ,C 2x 5TUD5 (PER 5Tp. PLAN) 2" VAINTY m 't's CABINET O 3 1/4" BASE BD. («366) VANITY LOW WALL 5CALE: 112' -- 1'-0" :IFY TOP (WINDOW PER PLAN) COMPOSITE WINDOW - BILL SQUARED DETAIL— EDGES INVERTED 2 1/4' ----' DOOR CASING (0366) DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW SILL 1T 1/2' OUT EIVE TILE) LINE OF CA51NG— BELOW COMPOSITE WINDOW BILL SHOWER WINDOW SCALE: 1/4'- I'-0' SILL ELEVATION 'WALL FIN16H PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I'. P-0' WINDOW )ETAIL 1/4' DOOR CA51NG l«366) FLOORING / 5,45E 5O4RD NOTE WJ 4EN TILE FLOOR 15 5ELECTED ONLY 5,45E 50,41RID 15 INSTALLED. WHEN WOOD FLOOR 15 SELECTED 5,45E 50,4RD AND SHOE MOULD ,4RE INST,4LLEQ. Ix JAMB (51-PASe DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (BEE PLAN) 2 1/4' DOOR CASING (036(0) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD DRYWALL FIN15H OVER 2x WALL (SEE (51-PA55 PLAN) DRS. PER - PLAN) 2 1/4' DOOR CASING (*366) HELD OVER 1/2" PLAN TYP. BI-PASS DRS,. CASING DETAIL SCALE: I' -1'-0' MAIN HOUSE N GARAGE TA DRYWALL BASE BD. TO OVER LAP SLAB STEP AND C DRYWALL TRAN51TION 3 1/4' BASE BD. («366) TYP. BASE BD. AT GARAGE / MAIN HOUSE 5CALE: I' : VT NC)TF=- AU INIG:-I:5 ON 11 "x1l" 5�EET UJiLL 5E ONE HALF THE &CALE NOT ID 5 1/4' CROWN 3 l«45) 5 1/4" CROWN SCALE: I'- I'-0' Ix8 ROUNDOVER W/ ROUTER WHITE PINE 1/2' DRYWALL 31/4' BASE BD. t«366) 2x6 WAIL 3V OR 42' NIGH PER PLAN 2x4 STAIR KNEE WALL CAP D ETAI L PLAN SPECIFIC PER PLAN SCALE' I'- NO' IxlO ROUNDOVER V ROUTER WHITE PINE :17F I/2' DRYWALL 31/4' BASE BD. («366) 2x6 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: '' =1'-0' TRIM DETAILS Nm O Nh (A EON M L L p �q♦ 0 Rm El°� to (ccl<M �+ ion 'JOB NUMBER 22066' CAD FILE TEEN ISSUED 06-16-16 REVISED 07-07-16 0-05-16 1-02-16 No DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA& MOR,IIMA 34677 813. 925. 1300 TEL 813.925.1800 FAX V VW.DAVISBEVVI TAMPA ♦ L7BNVER - EST. 1994 TRIM • 7171E • TYPICAL IR/M DETAILS L SHEET • LJ-1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ-6010 LJ-4040� RAILING SHOWN) NEWEL POST Ix(o PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN A5 APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN ---""` NEWEL LJ- 045--LJ-4040 POST NEW L P05T NEWEL P05T OPT, LIH-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-1021 - �'"' PAINTED 545E ROSETTE .-^lx6 PLATE LJ-6010 1x12 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE CAUPLD (3 PER TREAD) STANDARD - LJ-8014MR1 TREAD FOR CARPET Ix12 SKIRT (OPT. LJ-8010 SERIES BOARD TREAD SHOWN) LJ-W'95 OAK ix8 PAINTED LINEAL COVE R15ER MOULDING LJ-8010MR1 BASE —""` _ OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R16ER HEIGHT REQUIRED. ?�C INDICATES STRIP FLOORING TO 13E INSTALLED IN SAME ORIENTATION AS 5 114" LANDING TREAD LJ-8090-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" STRIP FLOORING- _ _-__ 7 Li-4042 ` NEWEL POST LJ-5010MR1 OAK TREADS LJ-8010MR2 SELECT 2 1/4" STRIP FLOORING I-LJ-8010MRI OAK TREADS - RT.5. SEE GENERAL STAIR NOTES OAK TREADS RAILING LJ-4042 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN KT.5. SECTION— -- CUT THRU i WALL LJ-1041/8 ---- 6-TURN LJ-5015 WOOD - BALUSTERS (3 PER TREAD) LJ4095 OAK - LINEAL COVE MOULDING BASE ---� " PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 SKIRT - BOARD STANDARD - 42" H. KNEEWALL (OPT, LJ-6010 RAILING SHOWN) OPT, LIH-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-4040 NEWEL POST - LJ-4040 NEWEL P05T 1x12 SKIRT Ix6 PAINTED BASE BOARD PLATE 3 1/4" BASE -- LJ-6010 AS APRON RAILING BASE CARD MO STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT, LJ-8010 SERIES TREAD) lx8 PAINTED R16ER LJ-8010MR1 OAK TREAD LJ-4042 NEWEL P05T 2 EA. - LJ-3015 RAIL AND POST FASTENER GENERIC STRAIGHT 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 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER, 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS, CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE 61DE 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 NECE55ARY. M05T JUR15DICTIONB DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FIN15H AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8, FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD R15ER5 TO BE PAINTED WHITE. 8" rr LJ-8014MRI \ FULL HT. WALL TREAD LJ-8010MR2 CARPET STARTS TREAD AT THIS R15ER FULL OAK RAILING TREADS RAILING LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.S. N.T.5. r -k\ Ix12 SKIRT SECTION I �'� �� BOARD CUT THRUU`_�� WALL :7<. > Li-6010 '_"' RAILING BASE LJ-1041/8 --�~ CAP S-TURN MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-WIO SERIES (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE---�� Ix8 PAINTED PER TM LEVEL RISER 3 1/4" OR 5 1/4" Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD �LJ-4010 LJ-30n NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN. BASE CAP MOULD Ixl2 SKIRT BOARD SUB TREAD LJ-505 WOOD 5ALUSTERS (3 PER TREAD) LJ-8010MRI OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING IA2 SKIRT BD. BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO SCALE LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE P05T LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-4042 NEWEL WOOD TREAD POST Ix12 SKIRT BD. BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING BASE PER PLAN PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.15. N.T.5. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL P05T LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL N CA g2 _ i 94 LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.5. d 4 LJ-5015 LIH-HOLI5A51<44 LIH-HOL25A5K44 LIP-POLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAKOI (2 EA, ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.5. I" MIN, HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ -4042 NEWEL POST 00 LINE OF KNUCKLES TO / BE PARALLEL 100 TO TOP RAIL `- LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING �`\ Li-4042 NEWEL POST LINE OF BASKETS TO / BE PARALLEL TO TOP RAIL LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE M ETA LBALUSTER INSTALLATION DETAIL N.T.S. I" MIN, HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ-4042 NEWEL P05T LINE OF. SCROLL TO BE / PARALLEL TO TOP RAIL LIH-HOL25A5K44 LIH-HOL50144 LIH-HOLPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) LIH-HOL15ASK44 LI-ALAKOI (2 EA. (SINGLE BASKET) ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE (3 PER TREAD - 1 - SCROLL AND BASKETS AND EQ. SPACED) 2 KNUCKLES AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE METAL BALUSTER METALBALUSTER INSTALLATION DETAIL INSTALLATION DETAIL N.T.S. N.T.S. NOTE: DRAUJINCzS ON 11"x17 SNEET UJILL BE ONE HALF THE SCALE NOTED STAIR DETAILS Nm 0 C4 N , iW M W �Mn � Ia a LE d Q . 0 �0 N co �Nco I---_ --- - - - DAVIS BEWS DESIGN GRIOVP 150 STATE ST'R FBI' EAST OL[ MAk FLOPMA 34677 813.9225. 1300 TEL 813.925.1800 FAX YA WJDAVI68EWS,COM TAMPA • U)EIVVER --- EST. 1994 - STAIR • flTLE TYPICAL STAIR DETAILS SHEETSD. 9 •