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520 Red Rose Ln 18-2260 (a)
ANASTASIA - GARAGE RIGHT ELEVATION "INCLUDED" TAYLOR MORRISON REDRAW NOTES 4-30-IS CREATED LOT 5PECIFIC PLAN FOR LOT 16i IN THORNBROOKE, ELEVATION "INCLUDED" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: METAL RAILING, PAVER5 AT WALK, DRIVE, PORCH, LANAI, ALTERNATE STUDY, (6) CABLE OUTLET5, DEDICATED FREEZER OUTLET, FLOOD LIGHT, GLA55 ENTRY DOOR, AND (3) MEDICINE CABINETS. THORNBROOKE COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 300 AMP. SERVICE, 42" UPPER CABINET5, PAYER DRIVEWAY, PAYER LEAD WALK, PAVER ENTRY AND ACRYLIC LANAI. R]�".CORD COPY REVIEWED %tiff CODS COMPLIANCE P�� MINER - Cam. �9 • l$_...______ OArE 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 TESL' REQUIRED ktesults to be Verified at Stab Inspection #18-2260 r} 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 30'-0" TOTAL LENGTH 75'-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, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 6IZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5", ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLE35 OTHERW15E NOTED. OCCUPANCY AND CON5IRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (121 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 (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, 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 F.B.C.R - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FIN15HE& INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO6ION-RE618TANT MATERIAL; EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 I/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES 5LACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F,B.C.R 6TH EDITION (2011) R103.12 AND ASTM C 926. PER F.B.C., 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED 5HEET GAUGE CORRO6ION-RE615TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 IINCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RE516TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER FB.C.R 6TH EDITION (2011) R103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 6TH EDITION (201V R103.15 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL. JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06(1.11A.1 THRU 1.11.4.4) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 S,F. AND DELINEATE AREAS NOT MORE THAN 100 5,F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE35: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE56 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: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO6ION-RE515TANT 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 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENING$: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/811 THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: 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 5HINGLE5 (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9051.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 1 OR TYPE 1I, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1 FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905li CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER FBI.C.R. - 6TH EDITION (2011) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C., - 6TH EDITION (2011) R10533 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE 11; OR ASTM D WO 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 Ila,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-O" HIGHER THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER, TUB AND 5HOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 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 SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0,48 mm) 5HEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS 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 45 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113, EXHAU5T FANS AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE 015CHARGED 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 DI5CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2B FEET (162 mm) FOR EACH 45 DEGREE (0,19 RAD) BEND AND 5 FEET (W4 mm) FOR EACH W DEGREE (Ib 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 B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: 165UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY 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 5115JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 e,ollllll/�' e ©:oo d, .. r • e � w 1111 K ro r0 J01O 0 .J co M v� o�,(om �� N r- > > N Lm L _j 0QLLC9 • 0 0 o�LD �h o .rnE roco m�.cy . • oocroo cc) z CNI • JOB NUMBER B-1812136� CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAM A • E>EP.IVER. EST. 1994 f1115,211,11111 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 2582 rrrrrr • TITLE • GENERAL NOTES REVISION LOG U. • SHEET • CD w CN i co t 11 15'-01, J V 6 '- I'-4 4'-411 4' 8" 4'-8" 4' 8" 4'-(D" 1' 0" 5'-4" 5'-4" 4'-411 4'-1011 3'-611 4'-411 41_011 4'-411 2 STORY I STORY FOOTING FOOTING D 3'-0" SI H.B. t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ oo ■ ■ ■ ■ ■ 8 8 50 GAL. I-5TORY FOOTING (TYP.) PAVER LANAI ■ I I I C ] I Q J 1 20" H. x 16" W, GONG, MONO-FTG, W/ 2 05 CONT. REBARS PROVIDE PAVERS - II 51 i 25 MIN. LAP WHERE SPLICED AND 16" Wxl6" DEEP FTG. i WIRE TOGETHER. BOTT. OF FTG, W/ 2 S CONT. 3 -9" I 6' SHALL BE 1211 MIN. BELOW GRADE 204' ( 8„ '-0 ELEVATION AT 0" (ASSUMED) / \ III OF REF. _ 4 3.5" THICK, 2500 OR 3000 P.5.1. I IG -- �U AA 3 PITCH � CONCRETE SLAB ON GRADE W/ _ Wxl6" DEEP FTG. SLAB W/ 2 - 05 GON?. _ G.J. -- - -- ( C.J. ------------------rt___--_-----------` 6x6 WIAxWIA MESH OR FIBER e n 1/8" / FT. MESH OVER 6 MIL. VAPOR WELL PROVIDE WATER �� LINE FOR ICE MAKER /� PITCH - 8'1x8" FTG. W/ I - 0 BARRIER ON CLEAN, - /O TO DRAIN CONT, ITYP, AT LANAIJ ( COMPACTED, TERMITE TREATED, GRANULAR FILL. G/ �� i 41-411 N ■ 51_411 zi = W �^..- NOTE: \ / / SI i "A ■ ■ "`� �` ■ �_u r ALL SLAB ANGLES ARE AT 45' (UN.O.) 6, 9'4, — 21' 6" 21 611 12' 311 4' 2'-1" - M ■ F3 2-5TORY FOOTING (TYP.) M 16" WAT' DEEP FTG. B W/ 2 - $5 CONT. SI AIR HANDLER l LINES FROM j F1 I.3 i 11 51-21151.811 `' I 41-01141.411 H. x 20" W. CONIC. MONO-FTG. "5 - - P4 _ FLOOR20" 3/4 RECE55 3 .gR W/ 3 GONr. REBARS PROVIDE / 3/411 FOR ENTRY DIP, 25" MIN. LAP WHERE SPLICED ANp WIRE TOGETHER OF FTG. ' y I lI *�'8UPPER CONDENSATION T — 5OTT. 4" PV.C, DRAIN BY 16" Wxl6" DEEP FTG. SHALL BE 12" MIN. BELOW GRADE PLUMBER W/ 2 "5 GONT.8" THICKENED EDGE I "` 92 14'-4"I-STORY OF 2x4 WALL FOR SHOWER RECE55 I FOOTING 28' 9° W/ I NO.5 BAR CONT. -, (I 4'_011 31_11I 218113-6 x3.6 A/GPAp ti ��� 811x8" FTG. W/ I "5 LAY. (SEE MECH. 20'•II" 21.111 11_811 3'-10" a �' GONT. (TYR AT ENTRY) I - -` CONTRACTOR ■ r 5' 4"T 13' 8" FOR LOG.) �, \1131.811 . 3/4" CONDENSATION TILE SHo R i "' - X RECE55 �I OPT. DRYER 19' 0" - DRAIN BY PLUMBER A�Ar 2 0 I _-411PV.c. PAVERS T54 WASHER I LAVA ■ 811 CM.U. WALL ASV. ■ 1d ■ 1...,._ �.^ - _- - — r H.B. 3'-0" tLtVA11UN O 0'-31/211 � 4 P.v.c. 3/4" CONDENSATION DRAIN BY PLUMBER 8" C.1M.U. WALL ABv. � PITCH IIS" / Fr �. 1=4 INDICATES I - 15 VERT. REBAR IN MA50NRY CELL FILLED AIR HANDLER PAVER DRIvE / LEAD WALK/ PORCH SOLID W/ CONCRETE, LINES FROM * b VERT. REINF. SHALL BE HOOKED UPPER FLOOR INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE 41-4" 11 41-0" 1, 4'-611 41-611 4'411 4'-811 3'-811 41-211 21.411 31-61' 31.611 3'-101, 41.411 11_411 11.811 SPLICED AND WIRE TOGETHER TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ♦'`O��Illllr���' -w fill, lo ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR05TATIC VENT REQUIREMENT. PLEASE REFER TO 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 FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE Fi 12" DEEP x36"x36" GONG. FOOTING W/ (4) "5 BARS EACH * * * * * * WAY. F2 12" DEEP x24"44" GONG. FOOTING W/ (3) 05 BARS EACH WAY, G20" DEEP x30"x3O" GONG. FOOTING W/ (3) S 5AR5 EACH WAY. x ma.j I 0..aMptMN 1, 0 1L��N La 1L • 6'aLo 0 O rom � O—I CO �(NO � 00 °°a Z • JOB NUMBER 8-1812136� CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, RORMA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DE?NV — EST. 1994 �—-- fq.6 2 F11III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 11a 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 W a O O (of) FMNM4 0 �a (D (D o �c kj G12" DEEP 60"60" GONG. FOOTING W/ (3) 15 BARS EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM I SOIL BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). IINDICATES I S INDICATES 2 S FOUNDATION PLAN • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT, POCKET S. G, D. OPT. 0. D. K, • SHEET • SCALE: 1/4" = 14 11 GARAGE RIGHT • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3-r 5311 IF\ WINDOW CALL —OUTS r (D 2611 12 5H 1/2 32 5H 22 5H 32 5H W 3 013 5H 1/2 33 5H 235H 33 5H 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63° g 15 5H 1/2 35 5H 25 5H 35 5H 12" 3 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, to W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5, z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (5INGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FB.C.R, - 6TH EDITION (2011), * * * * * * * ARCHWAY (A,=FYP. SCALE: 1/4" = 1'-0, BOTT. OF LINTEL AT 84" A.FF, ;y- o� 3'-61'x3-b" A/C PAD (SEE MECH. q CONTRACTOR FOR LOG.) f T 7 f II I II II ( 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES, SPECIFICATION FOR LANDINGS AN STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2x12 " 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 6IMP50N 15C HANGER. • STRINGERS. RUNNING PARALLEL TO AND SUPPORTED BY A WALL .SHALL BE ATTACHED: of AT MA5ONRY/GONG, WITH 1/4" DIA x 3" TAPCONS AT 8" O,G, STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONC.), •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT GONG. W/ 1/4" DIA, x 3" TAPCONS AT 1211 O.C. •• AT WOOD ATTACH W10.131 x 31/2" NAILS AT 8" O,C, TO TRU55/JOIST/ OR BLOCKING BELOW. •, ATTACH STRINGER TOFOOT0.131 x 31/2" TOENAILS EA. • LANDINGS SHALBE BUILT AS OLLOW52) •• JOISTS TO BE 2x8 o2 5YP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2XI2'12 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/211 R.S, END NAILS AT EACH LANDING JOIST; AND (2) 0,131 x 31/2" TOE NAILS FROM EACH J015T To KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 3 1/211 NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" D.G. MAX. a• 1/4" x 3" TAPCON5 AT 8" O.G. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. to ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS, SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * OPT. 8" TRAY CLG. IN MASTER SUITE w M a z Ce; ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH R301 AND TABLE R301.5 PER FB.C.R - 6TH EDITION (2011). * * * * * * * G.C. VERIFY SHIM A5 POP-UP OUTTLETSy REQ'D. I CASING 2x STUDS (PER STD. PLAN) BASE CABINET BACKING 1/2" DRYWALL CA LI . TOP_ SCALE: 1/2" ; I'-011 AT VOLUME CEILING WATCWINri INnlrATFS noini r UPPER FLOOR L XP (,l VtNI THRU EXT. WALL 3611 H. 3/4" PLYWD, RAILING 42" H.-- DECKING RAILING kl", HEAD GLEARAN= Ell Jill 1111b 2x STRINGERS (TYP.) 36" H. _ � / RAILING i� _ 07) a Sam. STORAGE I" NOSING UNDER (TYP.) STAIRS :4 2x TREAD5 AND Ix RISERS (TYP.) N 11 TREADS AT 10.00" EACH STAIR SECTION FLOOR SYSTEM SCALE: 1/4" - I'-01( HANSEN BOX BELOW PRECAST LINTEL 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA58 THROUGH. HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * * UNDER-5TAIR PROTECTION �c ENCLOSED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM( BOARD PER F,B.G,R - 6TH EDITION (2011) R3021 AND R302.11 FLAT HEADER AT 84" A.F,F, Tall. 9'-4" A.F.F. I' LAIN F L.00R STRUCTURAL- L-Er3END 8" K.O. BLOCK FILLED W/0) $5 BAR OVER 8" 1O — PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) • 05 BAR. IA — 6" K.O, BLOCK FILLED W10) S BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W10) 05 BAR, • GROUTED SOLID. • _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(1)'S BAR - 8" LINTELS SHALL BE FILLED, BELOW 8" KO, BLOCK FILLED AND REINFORCED WKI) 05 BAR. ® — PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. — PROVIDE (3) 24 STUDS W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE. © — PROVIDE 2-PLY 2x12 NO, 2 5YP BEAM W/ 1/211058 FLITCH PLATE, TIED TO DOUBLE JACK-STUD5 AT EACH END WITH 11) 51MP50N L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2,5 CLIPS. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb--2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS To BE (2) 2612 5YP UMO, • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. = RECOMMENDED MA50NRY CONTROL JOINT. FS 1"5 S 205 off`` X •s.. ••�� `•% /�' i • x ro rLO C 0000 0 Jc)N- I to �c co T 6 >>JN poll • C 0 .0 ... 0 0 (Cj IL Y '• Oi LJ _co 0 y� 0 CD T z 1 • JOB NUMBER B-1812136� CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSIMR, MORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVI=.R. EST.1994-- w er- LLJ . •G uil ''ice `�•.������ �� `a` VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 % PLANT CITY, ILORIA 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 R301OFTHE 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 0 0 O Lf) BEARINGHATCHING LEGEND LOAD AOi•.�O•••••O INSULATE WALL 7 11 =�� R - Value Chart WALL CONSTRUCTION R-VALUE (MIN,) FRAME WALLS R 13 (WHERE APPLICABLE) CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES_ GARAGE RIGHT LJOL • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS irimm,mi MAIN FLOOR PLAN NOTES_ GARAGE RIGHT LJOL • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS irimm,mi Ell 7 M T- a� , i[) T F----I L---- --- REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT K ro C �1 JQtoO 0 JMh� m IDN 1 oU)�M Lo > J N s. Lo p n' • 00 �ro� 03 CO 3�E cm 4-0 L. 0 0 4a 0 zN ° • JOB NUMBER 8-1812136• CAD FILE NAME LOT 167 BASE 01— 04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GKOVP 150 STATE STR.EEC EAST OLDSMAR, FLORMA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • DET%l F — a EST. 1994 e- 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 MANUP, 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 0 0 0 V pommilill 0 �O o a 2582 , • TI TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 511 V) WINDOW CALL -OUTS H 2O11 1515 F.G, 2015 F.G. 3015 F.G. 4015 F.G. W = 24" 1520 F.G, 2020 F.G. 3020 F.G. 4020 F.G. J � 0 36" 1030 5H 2030 5H 3030 5H 4030 5H Z 4511 p 1540 5H 2O40 5H 3040 5H 4040 5H 'r' z 6011 s 1550 5H 2O50 5H 3050 5H 4050 5H 1211 1560 5H 2O60 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, uu WINDOW 51TE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER RB.C.R. - 6TH EDITION (2011), U a REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 2x4 il FRAME T \ WALL R/5 6.0x6.8 51-PA55 BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. 0 FLUSH FRAME TO FURRING BELOW 2-6x6-8 OPEN To BELOW -42" H RAILING FLUSH FRAME TO FURRING BELOW 2x 2x4 FRAME FRAME WALL WALL 2 - 3050 5H, HD. AT T-8" 36" H. 4211 H. RAILING 7 RAILING 91-01I GLCx, x 0 W z a� RAILING RAILING 91.011 J 2-Sx6-S CLG. LOUVER DR LAv. W.c. a BAT m 13 CLG. I TILE cPr. BATH 2 A.H: NO:� 9'-011 2-6x6-8 CLG. Li W.C. H. 27TT- PROVIDE 24" H. METAL H PAN AND DRAIN STAND UNDER A.H.U. 0 LOFT BEDROOM 3 1l'-0"xl4'-4" 12'-6"xl V-0" 9'-0" FLAT CLG. 9'-0" FLAT CLG. ,si .sa N X (/ N 9'-011 CLG. I 9' 011 24" H. METAL Z? Bx6.8 I CHASE CLG. STAND �ly�rRb� 2-46-8 — — A,H. I R/S 5-0x6-8 2.64-8 PROVIDE 5I-PA55 PAN AND DRAIN UNDER A.N.U. Nil BEDROOM 4 wil 13'-6"xl V-0" �0 9'-0" FLAT CLG. M.C.-. s 3050 SN. -I ND. AT 1'-8" �k EGRESS 11-//III 3 all .T....._._._.-.--------------� / / I / I / I a� REFER TO SHEET 252 FOR UPPER FLOOR — PLAN DIMENSIONS I UPPER FLOOR STRUCTURAL LECxEND PROVIDE (3) 2x4 STUDS W/ (U 51MP50N HTT4 CONNECTORS AT BASE, ® - PROVIDE (3) 26 6TUD5 W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE, - PROVIDE 2-PLY 1.15" x 12" LVI_ BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" OC. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUDS AT EACH END WITH (2) 51MP50N M5TA30 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 (U 51MP50N L5TA12 STRAP. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 26 *2 5YP U.N.O. • ALL EXTERIOR WALLS TO BE CON51DERED SHEAR RES15TING COMPONENTS • N0T A SPECIAL FLOOD HAZARD AREA `,0�1111111/��� 0 w• s•• �,,hh wOti►� 4 co eo = �8W 0 _3 �S < • �T •... WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER E,B.CR - 6TH EDITION (2011) 02.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER E.5,C.R - 6TH EDITION (2011) R3122 UPPER FLOOR PLAN NOTES • x ro C lo U o Ino O �Mh� 'A I 2 M III tt>• 0 r 5 > J N -a LL �. iLo 3 00 r• 0 -j C p � ro;N .a 6o ro^ 'N ZNLa • JOB NUMBER B-1812136• CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA k, RDRR?A 34677 813.925.1300 TEL 813.925.1800 FAX W W WJDAVLSBEWS.COM TA]VIPA • DENVER- EST. 1994� VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 C 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 (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 SUPPLIEp TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W O 0 c) >M C) 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS SCALE; I/4" , 11-011 GARAGE RIGHT �i 4; U_ cc: <c K m C V r0 J 00 0 (A I 2 co co >>JN 6pIM 0 g10O _ 0 �0 i-L -19 _� :� 00 ZN�0 • JOB NUMBER B-181213E • CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04--30-18 y —il I L DAVIS BEWS DESIGN GR.OVP 150 STATE STR.6ET EAST OLDSMAR, FLORMA 34677 813.925 . 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>ENVER. EST. 1994 F_— y �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 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 0 0 z 0 L o� �o �o ,�- > m aQ r qq? • TI TLE • UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS- ECALE:GARAGE GHT LANAI ROOF ------------------- ------ -------- - VENT REQUIREMENTS r 1T i 51 I VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ, IN. I 14-i - HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN. I I I # UPPER 2/3 ROOF VENTS REQUIRED =1 6.-12 I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. I 6:12 I ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. I I I � I ,�e I I ti� I I I I I I I I l UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. t Lu q X 144 = 703 SQ. IN. 6:12 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. I 1 # UPPER 2/3 ROOF VENTS REQUIRED = 3 I HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I I I ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G C VERIFY QUANTITY OF ROOF / SOFFIT VENTS j 16 6:12 j REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. -------c\— — — — — — — — — I 6:12 �� -------------------- ..._. LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS -'--------- 6:12 6_12 ATTIC AREA = 529 SQ, FT. / 300 =1.76 SQ. FT. I X 144 = 254 5Q. IN. TYP. j j HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN. OVERHANG I I # UPPER 2/3 ROOF VENTS REQUIRED = 1 AT HIP (UNO.) i y �e A HALF AT LOW SOFFIT / EAVE VENTS=126.96 % IN, I I I I i ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN, --------------------------- ROOF PLAN AA SGALE: 1/8" - II-0` 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING 3/411 1 " THICK NOTE: TH15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5615 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS r0 BE PER FB.CR - 6TH EDITION (2011) R103,11 AND ASTM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CR - 6TH EDITION (2011) R103.12 AND ASTM C $26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 6 1� Q6 SHINGLE 12 12 ROOF Q6 SHINGLE 6 ROOF PLT. HT. _ _ - _ _ PLT. HT. 01TEMP. `-STUCCO STUCCO �, FIN15H FINISH 7 �l" i- * SHINGLE 12 �l ,6 RDOF /S/ HINGLE SECOND F.F. LINE _ SECOND F.F. LINE _ SECOND F.F. LINE _ gl Q6 ROOFF� LlD FF. LINE T.O,M. /XTURED /TEXTURED 0 FINIS FINISH 7 "' i ' MAIN F.F. LINE MAIN _ _ - _ _ _ _ - _ - - - - - - GRADE LINE 0a1rFIP " GRADE LINE (ASSUMED) �F`ROT 'T (ASSUMED) LEFT ELEVATION SCALE: 116" _ 1411 GIRDER 6 1% TRU55 ROOF TRU5 AT 2411 O.C. (TYPICAL) - 2 CAR GARAGE WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$,C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 6TH EDITION (2011) R3122 EGRE55 NOTE: EACH BEDROOM (MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 2 12 6 1� /SHINGLE 12 Q6 ROOF/ SHINGLE PLT. HT. ROOF PLT. HT. STUCCO tz /,Tcco 6' FIN15H T= F.G. F.G. * FINIV SECOND FF. LINE 412 SHINGLE 8" _SECOND F.F. LINE T.O.M. ROOF TEXTURED FIN15H MAIN FF, LINE _ TEXTURED FIN15H MAIN F.F. LINE - - GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE:1/8" 1'-0" GIRDER 6� TRU56 ROOF TRUS 12 AT 2411 O.C, 6� (TYPICAL) BR. 3L -- FLOOR 5Y5TEM —�- BEAM vo C Q6 GIRDER TRU55 2-STORY VOLUME GATHERING SECTION AA SCALE:1/6" _ 14' PLT. HT. 411 BANDING (TYP.) 1'-41' W. x 54" H. DECORATIVE a, FIXED SHUTTERS co 4" 5ANDING (TYP.) SECOND FF, LINE _ T.O.M, 8" BANDING 6 12 GC, VERIFY ALUMINUM OVER 2x6 5U5-FA5CIA (TYPICAL) Z STUCCO FINISH 12 �/ 12 6 J SHINGLE 6� ROOF/ 4" BANDING TEXTURED FIN15H �? co TEMP, _a4 CONC. LANAI LINTEL /-SHINGLE 2 ro ROOF12 6 -- L5HINGLE ROOF� �- srucco FINISH : 0 0. ' _r : O 44 . -� .r •. OJ w PLT. HT. 1'-4" W. x 5-0" H. DECORATIVE FIXED SHUTTERS di 12 cv /SHINGLE �6 ROOF/ �— 6" BANDING F7F7F7 MAIN FF. LINE GRADE LINE 4" BANDING J G.C. VERIFY GLA55 (ASSUMED) DOOR SURROUND INSERT FOR FRONT DOOR NOTE: ALL BANDING 15 TO BE RAISED SAND FIN15H FRONT ELEVATION - SCALE: 1/411 -- 1'-011 SECOND F.F. LINE T.O.M. 8" BANDING COACH LIGHT TEXTURED d FIN15H i ^ MAIN F.F. LINE GRADE LINE (ASSUMED) 12 6 1, /SHINGLE Q6 6 I� ROOF� 12 6 SHINGLE ROOF PLT. HT_ _ _ _ _ _ PLT. HT. — EE �-STUCCO 6 1� /SHINGLE --STUCCO FINISH �l i' STUCCO FINIS SHINGLE 12 FINISH �l 6' SECOND F.F. LINE_ _ ROOF� 8B SECOND F.F. LINE ROOF 811 a 4 SECOND FF. LINE T.O.M, T.O.M. �o TEXTURED TEXTURED ZTEXTURED TEXTURED FINISH 7 FINISH 7 f �_l OZ, FINIS FINIS; 7 z, MAIN FF. LINE T _ - _ _ _ _ _ _ --------- 1 MAIN F.F. LINES — GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION GARAGE RIGHT x C o� 100 0 Jc`il�0) Dy co > > J C4 66 °pL' • p 0 a -5 0 0cO E to-w-�._o c%I ro� oQ z IIt JOB NUMBER 8-1$121360 CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORDA 34677 813 92-5 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDE *- V EST. 1994 IlO 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 ITTOBE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL BTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD. BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 O V 0 � O %to o >= 0 aC 2582 , • TITLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS • • • SHEET - BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OF MATERIAL PER VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) E-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. LIM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A 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 (ASSEMBLED WINDOW) F SHING 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 FLASHIN 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. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING I L I PER BUILDER i PROVIDE SELF ADHERED 1 FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE MIN 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 'F FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�s� �*1 WEATHER RESISTIVE BARRIER FL P� SILL PLATE (SEE DETAIL B �F,P O 2 FOR OPTIONS) 5o � CORNER PATCH FLASHING NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE /-- FLASHING FOLD UP WEATHER RESISTIVE WEATHER BARRIER & TEMPORARILY SECURE RESISTIVE BARRIER i EXTERIOR SHEATHING SILL PLATE / FLASHING i DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL_ NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND rFLASHING. STUCCO STOP WATERPROOF MEMBRANE /57 FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. i i i i i i 2X8 TRIM BOARD i i STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING_ 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAIN 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/AAMANVDMA 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 k m C r0 0 0 i , -j co N; N o 500) >>LL L.. L .JN 00 •c .� owCo iL- ' 0rn cy 0 r-�* � 00 y l Tr 0 0 Z N d • J08 NUM8ER 27002, 000 CAD FILE NAME FL ISSUED 01-05-18 REVISED y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OMWAK FLORMA 34677 $13.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAWA • E)ENVER -� EST. 1994 rein • TI TLE • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --�_ REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING / DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED / FLASHING / NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. 3/4"-1" BEAD OF CONSTR. SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING BY THRESHOLD OF DOOR AND RETURN LAPPING DOWN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF OVER RIM JOIST AND's° 2rf'. CAULKING UP WALL BY 6 IN. SELF -ADHERED FLASHING SEAL TOPS OF `" JOISTS UNDER " Mh , x SUBFLOOR DECKING (SEE DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT c�nr n) D FLASHING ER 'H SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-l"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 FLASHING77 LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE " WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, '' (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER a'�l/� ASPHALT SEALANT: WALL SHEATHING � CONT. GALV. "L" EXTEND MIN. OF 6" / FLASHING PER TEXTURED, PAR-- .,� MANUFACTURES EXTER. WALL Fi OUTSIDE OF FLASHING j SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FLASHING W/ T/ J..•:Ja•:Jnl.,� DIVERTER :;; :•. M FLASHING �N6" >. DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH;° HOLD EXTERIOR '` ' Ott "'} r ` si :� °s FINISH 2" ABOVE ROOF ,i `° ° FLASHING ru, "i'e, 'J;' ;•J.' " .'. •7,.•.,�7.i. CAULKING \I FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING. TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL CONT. GALV. "L' FLASHING PER J 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 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT ROOF OEO� TYPICAL ROOF TO WALL FLASHING DETAIL METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES sT'? 0,AC �sy o f OeCy R O ROO< <�O�LRO 2 s� NF O UNO�R�pVM�NK \ A ENO DPP F O 0,�. RSE sE 9 9T�Lj0 5�N OOV H GOVRS� 3R0 G� RCOORSE G aTSE O RAKE METAL DRIP EDGE a2 Tl TO BE OVER EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR I CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 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 *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 I�II�7mil e3g,194 - 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 EMBEDDED IN 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 kDHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. • �►.. x ro r. j 00. 0 0 _j co Y/ ���� > > J N L L °p�. 0t. �1 � _0 �Y rocu 64 o to 00CCro� T z N 6 V JOB NUMBER 27002,000 CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925 . 1300 TEL° 813, 925,1800 FAX W W WS7AVLSBEWS.COM TAMPA • DEIVVER- EST. 1994 • TITLE �� • FLASHING DETAILS • SHEET • LEmCTfRICAL <� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET f.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE / RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN OPT. i EXHAUST FAN/LIGHT COMBINATION PREWIRE ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL.) O THERMOSTAT pp ELECTRIC METER ELECTRIC PANEL W.P. DISCONNECT SWITCH SPEAKER (OPTIONAL) F_ — — — 7 F_ c /> ROUGH -IN FOR OPT. CEILING FAN v J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN L — — — - I L -- -- - -� NOTES I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50YE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM6, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5, ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IG.F.I). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2014, FB.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUIRIING 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 ALAF416 SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. IN STD. LIGHT I OPT. FAN </ J LANAI \' I� (2) A/C DISCONN. GATHERING ROOM W/ FAN OPT. UP TO FAN/ LIGHT WALL MOUNT AT 8'-8" CM D ROUGH -IN / FOR OPT. / FAN/LIGHT I OWNER'S SUITE I IN OWNER'S BATH W.P. MAKE-UP LIGHT MAIN DISCONNECT (METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC, AMPS, REQUIRED UNDERGROUND SERVICE BY POWER COMPANY I OF WINDOWS I PENDANT \ (VERIFY LOCATION) �I (I DINING �I . 1 p SD GH r DRYER —J DIRECT VENT THRU EXT. WALL 4/0 ALU. CABLE A/C DISC. TYP. 014 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER 08 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MICROWAVE OUTLET +14" I I GF.I. GF.I. �fl o G.C. VERIFY: LOCATION n OF DISPOSAL SWITCH AND GRI. OUTLET 18 — UNDER SINK CABINET AT 48" KITCHEN GF.I. GF.I. AT 32" / FOYER PENDANT (VERIFY HALF ,/ ROUGH -IN BATHI FOR OPT. \> FANLIGHT STUDY W.P. GF.1- FOR T14. SERVICE ELEC. 200 AMP GF.I, PANEL AT 48 IRRIG. I------- -- I 2 CAR GARAGE cl I I / I . I PUSHBUTTON FOR G.D. OPENER G.C. VERIFY LOCATION OF L DEDICATED FREEZER . OUTLET IN GARAGE (� AT GF.I GF.I. W.P. ` . PORCH i to, COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED COACH LIGHT MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT M� x cc w C0 ra too J to 0 JMNQj Vi ci 0 ti gi •_ N T N Lm 6 U. 00 -o h `0 c oo �E iL-Y 08) w 0 00Cro� ZNCo1 JOB NUMBER B-1812136� CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 el I CIT: 0�_ � X_ DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLMMAk FWRMA 3*77 813.925.1300 T-EL 813.925.1800 FAX W W W DAVISBEWSCOM T'AMPA • nENVER EST. 1994 W Y O O °C z O ocp=mq V) 0 oc = o� H- O � Ovo O>= 2582 • TITLE • MAIN FLOOR ELEC. PLAN • • SWEET ...ram • DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF-6WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Acl LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST PAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL.) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER A- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(/ ROUGH -IN FOR OPT, CEILING FAN v � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING PAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (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 HEIGHT'S ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISION ... 1411 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 DEIECTOR6. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GFRI). (6. IT 16 THE RESPONSIBILITY OP THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, P.B.C,R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0561L-PUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALAF416 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN 6UC4 WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAWS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAKE-UP LIGHT x co w C U ro o lQ O JMhm fn , � �I niw to .N M _> > J N 66 ���' • OO � � ■� OJ CO E LL �' � cli Z J .- �h 00 7� Z N t JOB NUMBER B-1812136 • CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVF_R_ EST. 1994 2582 • TITLE • UPPER FLOOR ELEC. PLAN SHEET UPPER FLOOR ELECTRICAL PLAN 4B GARAGE RIGHT 151-511 141-411 FLOOR TRUSSES 301-011 ROOF TRUSSES_ \ •� j • DD �rs^ LL O � � .,; v • LLI oa. Qa Q •* .. ; • •. FRAMING FAFENER CAPACITY LEGEND %,�jb;•.. ••• •Co O6IMP5 (1)10d w/ (4)1/4 x 21/4 TITEN (TYP. 12 6IMP60N HIO - (5) 8d X 11/211 (TYP, 5YP FRAME) ri��d, .. TO MASONRY) 6IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 6IMP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) 6IMP60N M5TAM24 - (9)10d w/ (5)1/4" x 2 1/4" TITEN (TYP. 14 SIMPSON LSTAIS - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 5IMP50N LTT205 - (10)-10d + 1/2'' x 10" AB (TYP. FRAME TO 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O SIMPSON HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® 5IMP50N HTT4 - (1) 5/6" did. A.B. + 18.16d BOLT IN 6IMP50N SET I -I (2) 51MP60N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP, 5YP FRAME O 5IMP50N MGT - lU 5/6 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY K.O. BLOCK SET IN 6IMP5ON SET EPDXY, (TYP 2-PLY 19 5IMP50N 5T6224 - (26)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY)(39650) SIMPSON MGT - (U 5/8 DIA, x b" ATR + 22-106 EMBED ATR 5 5/8" (3) 6IMP50N HT520 - (24) ICd 11/2" AT EA, STRAP (TYP. 5.Y.P, FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® 5IMP50N M5TAM 36 - (4)1/4 x 2 1/41' TITEN TO BLOCK AND 1.10d 21 (4) 6IMP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 5IMP50N LGT3-5D5 2.5 (12)-61D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES �IMPSON HTT5 - (1) 5/6" DIA. A.B.+ 26-166 BOLT IN 5IMP50N SET FOXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 1211(MIND INTO 24 51MP60N HT5MI6 - (8)10d w/ (4)1/421/4 TITEN (TYP. 5YP FRAME TO MA50NRY K.O. BLOCK SET, (TYP, 5YP FRAME TO MASONRY) CM.U. ALL-AROUND) 1� 5IMP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-106 EMBED AB. 25 6IMP50N M5TCM40 W/ (14)-16d 51NKER5 AND (10) " x 2 a" TITEN INTO MA50NRY K,O. BLOCK 12'' (MIN) SET BOLTS IN 51MP80N SET SCREWS EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 2� SIMPSON M5TCM60 W/ (26)-16d SINKERS AND (14)" x 2" TITEN I1 6IMP50N HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5.Y,P. FRAME TO MASONRY) NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR, CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED 1F STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 5IMP50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. TRU55 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHEROE: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON META20 (AT EAC ' R IU/ (1)10d x 1-1/2" (U.N.O.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" D.G. MAXI 10d x 1-1/2" (/15EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIREDII) (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP50N HIOA W/ (18)10d x 1-1/2" OR 5IMP50N HT520 W/ (24)10d x 1.1/2" (TYP. FRAME TO FRAME ALL-AROUND (U.N.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCM60 MAY BE 51,1155TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION I=OR !-EIDCxERS (THE: FOLLOWING 5HA L AF'P*LY U.N.O. LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 518TERED TO THE WALL 15 NOT AN ACCEPTABLE 5U58T'ITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (L5) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (II" 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 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SU55TITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT51(o AT TOP CHORD BEARING AT EA. TRUS8 (TYP. UNO). ALTERNATE EQUAL OR SETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMP50N 5D525600 SCREWS AT EA, STUD (III O.C. MAX.) W1 51MP60N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA, x 8" A.B. AT 12" O.C. STAGGERED W/ SIMP60N H4 MIN, OR EQUAL AT TOP CHORD 5EARING OR 5IMP5ON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 51STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525II SCREWS AT EA. STUD (III O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: At G C OR HU/ UC28-2 OR HU/HUC28-3 MAY 5E USED FOR 2 PLY OR 3 FLY HANGERED TRU55 ATTACHMENT, RESPECTIVELY, U.N.O. 10191G� INCLUDED ELEVATION TRUSS STRAPPING PLANS. GARAGE RIGHT ............ K C r1 J00 O J co I oo�In mm Lo co .0 6 In ?=Jm L. U. • coo C4 .C-J*'w y� T� ooro� N Zd' JOB NUMBER B-1812136 CAD FILE NAME LOT 167 BASE 01-04-18 ISSUED 04-30-18 DAVIS BEWS DESIGN GROVP SO STATE STREET EAST OLDSMAR, MORIDA 34677 813.925.1300 TEL 813, 925, 1800 FAX W W W.DAVLSBEWS.COM TA 4PA • E>01 . a EST. 1994 o:z=— ill ICI VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 w 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 INCOMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH 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 C) 0 0 (n • ell III•II•••Irl�lllRl•••I.11111�111•IIIIIIII•••11.111+111•UI� 2582 • TI TLE • TRUSS STRAPPING PLAN • SHEET • TR I 1 L11 11 1 I�.I 91 11 1 _3 l II 1 1'1 GENERAL NOTES: CEILING COMPONENTS AT ENTRY s LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 7/8" 5TUCCO OVER 7/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" A5 PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS 5HALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION6 FOR PRODUCTS 5PEGIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMIC5. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER 5HALL 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 8 A5 SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUT5 SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RE5PON515LE FOR PROVIDING A FINAL 5EALED SET OF ALL CALCULATION5 8 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENT5. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'5 COMPONENTS a TH15 TIME 4 RE5ERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPON5I5LE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55ES TO BE DESIGNED USING THE M05T RECENT TPI CRITERIA. TRU66E5 TO BE HANDLED d INSTALLED USING M05T RECENT SCSI RECOMMENDATION5. TEMPORARY 4 PERMANENT BRACING 5HALL BE PER M05T RECENT 5C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENT5 APPLY. TRU55 ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENT5 TO BE DESIGNED FOR BOTH GRAVITY B UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS: • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE 1N STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEERS REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER: • TRU55 CONNECTION5 SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN 5HALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 8PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN 5ET. PRECA5T CONCRETE COMPONENT5., • THE USE OF PRE-GA5T & PRE-5TRE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN THIS DESIGN, NAMELY LINTEL5 AND WIND RE515TANT 51LL6 SHALL BE USED THROUGHOUT UNLE55 5PECIFICALLY STATED OTHERWISE. ALL COMPONENTS 5HALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS. PRE -CAST LINTEL5 HAVE BEEN REVIEWED 8 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CA5TCRETE LINTEL5 AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED, MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS 5UCH A5• ROOFING, WINDOWS, DOOR5, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENT5 PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN, CONTRACTOR, 45 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 8 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5UCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE55URE5 REQUIRED .. BY THE SEALED PLAN5. NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDOR5EMENT. FRAMING, DRYWALL & TRIM:_ • ALL WALL5 e KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a 16 O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALL5 WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE A55ENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE "5Y5TEM" 15 NOT BEING USED, OR U.N.O. AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE GUARDRAIL 15 PERPENDICULAiR, AT 48" O.G. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL ,AND FLOOR SHEATHING AND 5HALL "515TER" ALONG5IDE THE FLOOR TRU55/JOI6T/5EAM AND 5HALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2" NAIL5 AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION ((o) 0.131 X 3-1/2" N,4IL5 EQUALLY SPACED •• STAGGMAY ERED ALONGED R5 DINTO TTWEB, COMPONENT. AT LOC4INRE THE FOOR SYSTEMEM THE THE GUARDRAIL 1PARALLEL TO THE GUUARDRAI , THE 50T OM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR 5UPFORRT BELOW WITH (2) ROWS OF 51MP5ON 5D525600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE 51DE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR 5UPPORT 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 5HALL ATTACH TO THE BOTTOM PLATE WITH 51MP5ON 51=1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATE5 AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAIL5 STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAIL5. THIS ATTACHMENT 5HALL ALSO APPLY AT ALL •• CHANGE5 OF DIRECTION AT THE KNEE WALL. ALL KNEEWALL6 THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATE5, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND 150TTOM PLATE5 WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VA>,R't' GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOME5 W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALL5 S CEILING5 TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO 51E 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALL5 TO B---E 1/2''-DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5. • FRONT ENTRY 4 LANAI CEILING5 TO BE I/S" STUCCO OVER 15/32" 055. ROOFING 4 FLASHING (NOTE: 5EE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAIL5: •• NAIL5 SHALL 15ECORR0510N-RE515TANT NALIS CONFORMING TO ASTM FI�o(ol OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOGAL GALVANIZATION, 5TAINLE55 STEEL, NONIFERROU5 METAL AND ALLOYS OR OTHER SUITABLE CORRO51ON RE515TANT MATERIAL, OR CORROSION RE515TANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 8 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.1.1 • TILE UNDERLAYMENT:_ PEAL $ STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 2Ga GAUGE GALVANIZED, STEEL FLASHING. FLASHING TO BI= DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • 5RICK/5TONE SHALL BE SELF SUPPORTING. MASON 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"X3/0" STEEL ANGLE W/ 1/2" DIA, X 5" SIMP50N TITEN HD ANCHORS e 24" O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER B.I.A. 8 F.B.C. CRITERIA, OR BY OTHER5. • AT FRAME, USE 51'X5"X3/8" STEEL ANGLE W/ 3/5" DIA. X 4" LAG 5CREW5 m 12'' O.G. WJ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHER5. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FIN15HE5 5HALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 A5 APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RE5PON515LE FOR BRICK/STONE INSTALLATION INFORMATION, AS 5RICK/5TONE DE51GN 15 BY OTHERS. • SECOND FLOOR AREA5 NOT IN ALIGNMENT WITH FIRST FLOOR AREA5 HAVE BEEN A155UMED TO REQUIRE 5RICK/5TONE BEARING ON TRUS5 5Y5TEM BELOW. TRU85 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR &UCH AREAS, 8 LIMIT DEFLECTION TO L/600 IN THE5E AREA5 FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • 5RICK/5TONE $ ITS 5UPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15, A MINIMUM STANDARD. TIE5, FLA5HING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY B NATURAL 5TONE. SIMULATED PRODUCT5 8 VENEERS 5HALL BE INSTALLED PER MANUFACTURER'S 6PECIFICATION5 B THEIR FLORIDA PRODUCT APPROVAL OR MIAMII/DADE NOA. GENERAL STRUCTURAL NOTES: I. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, iRE511DENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 310). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/ACI 530/A5CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY BTRUCTURE5 (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (A5CE-1). 1.5. 5PECIFICATION FOR THE DESIGN, FABRICATION 8 ERECTION OF STRUCTURAL STEEL FOR 5UILDING5 LATEST EDITION. 1.6. DESIGN 5PECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSE5 BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION. I.I. NATIONAL DESIGN 51=ECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. 13. 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 P5F MIN (5EE NOTE 2.4) 2.3, RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FIN15H MATERIAL DEAD LOAD NOTES: 2.4.1, FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'S RESPON5I5ILITY TO DIRECT THE TRU55 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU56E5 WHERE ANTICIPATED FIN15H MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2, IT 15 THE GONTRACTOR'5 RE5PON515ILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS 45 PER 2.4.1, STANDARD CEILING FIN15H 15 5/a" OR LE55 GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILING5, 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. 501L: 3.1. MINIMUM ALLOWABLE 50IL PRESSURE 15 ASSUMED TO BE 2,000 P5F AS PER TABLE R401.4.1. 3.2, THE FOUNDATION 5Y5TEM FOR THE ATTACHED PROJECT 15 DE51GNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT 15 THE CONTRACTOR'5 RE5PON5151LITY TO VERIFY 50IL CAPACITY 8 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2, CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi e 20 DAYS (U.N.O.). 4.3, REINFORCEMENT RE5AR5 A6T1"1 4615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF A5TM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4.13. USE 0.151. BY VOLUME MINIMUM (1.5 L55 / CU YD). 4.5. LAP 5PLICE5 4 NOOKS SEE TABLE. 5. MASONRY: 5.1, MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/48CE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILL5, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, REBTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENT5 OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL 5PECIFICATION FOR MASONRY 6TRUCTURE5: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 PSI, 5.2.3. DETERMINATION OF COMPiRE551VE 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 45TM C416. GROUT 5HALL BE 3000 PSI U.N.D. 8 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS 5HALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN, CONCRETE MASONRY UNIT. 5.3.3, REINFORCEMENT, PRE-5TRE55ED TENDONS, 4 METAL ACCE5SORIE5 5HALL BE 60 K51 REBAR (MIN.). F.3.4. WELDED WIRE FABRIC TO BE INSTALLED 45 SPECIFIED ON PLAN SET. 5.3.5. 5TAINLE55 STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE-6TRE551NG ANCHORAGE, COUPLERS, 4 END BLOCK5 AiRE NOT APPLICABLE. 5.3.5. JOINT FILLER5 ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLES5 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCE58ORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPAN510N AND CONTROL JOINTS 45 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE55 CLEARLY DELINEATED 45 "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 TM5 402/ACI 530/46CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8'), AND MICHIGAN CONTROL JOINT', 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRE85ED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S A55OCIAT ION 6.2, ALL LUMBER SHALL BE SOUND, 5EA50NED, 4 FREE FROM WARP. 6.3. FRAMING WALL5 B COLUMN5 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMN5 TO BE INSTALLED e BEAM OR GIRDER TRU55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRU55 BRACING LUMBER 5HALL BE S.Y.P. 1*2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 's 16" O.C. 4 5HALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 1*2 GRADE 5HALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 112 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE 5PF, 6.3.6, INSTALL BLOCKING IN ALL WALL 5TUD5 OVER 8'-0 a MID -HEIGHT, B SHEATHING JOINT. BRACE GABLE END WALLS e 4'-0 O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 8 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMN5/5TUD F'ACK5 NEED NOT PENETRATE TOP AND BOTTOM PLAT 5 AB LONG 45 TO P PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTT OM CHORD OF THE TRUSS/JO15T ABOVE. 6.4, ALL LUMBER IN CONTACT WITH MA5ONIRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRE55URE TREATED LUMBER 5HALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-511 4 BARE THE AMERICAN WOOD PRE5ERVE5 INSTITUTE EQUALITY MARK LP-2, 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIP5 (MAXIMUM 24" O.CJ. (SEE PLAN5 FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AB REQUIRED BY THE APA. 6.6.1, ROOF SHEATHING: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJU5T MIN. SHEATHING CRITERIA, IF NECE55ARI', TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT 5HALL CONTROL. 6 6 2 WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE 5UPPORTED OVER 24" MAX. 5PAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR 5HALL BE GALVANIZED. 6.5 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 8 SUPPLIED BY 5IMP50N STRONG TIE CO., UBP, OR EQUIVALENT. ALL NAIL HOLES 5HALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS & SHALL BE UTILIZED A5 THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL 5HALL BE CONSTRUCTED BY ATTACHING 7/16'' APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/52, ATTACH TO SLAB WITH 1/2'' DIA. x 10" AB e 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 a 24'' D.C. MAX. TO FLOOR TRUSSES OR BLOCKING 145 APPLICABLE: AT TOP PLATE ABOVE ATTACH WITH 6IMP50N HT516 OR TO BLOCKING ABOVE e 24'' O.C. AS PER DETAIL 'F'/52. BLOC<NG DEFINED (THE FOLLOWING 5HALL APP Y N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC, TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIOUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X5-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), 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 FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS 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 MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOAD5 (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME HOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 5HALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPINCG, BRACING, AND SUPPORT, U.N.O. 5PECIFICATION FOR 5UCK ATTACHMENT FOLLOWING PP Y U..a; • IF Ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4 x 3 MASONRY ANCHORS e 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING PPLY U.N.O.) • VORTEX ENGINEERING, LLG, HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND 15 NOT RESPONSIBLE FOR THE DE51GN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA NE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RE5PONSI5ILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UN.O.) • ALL 1/2" DIA, A.B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2 .DIA. OR 5/8 DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A$. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6 • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF 7" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5PECIFICATION FOR LANDING5 4 5TAIR CON5TRUCTION = :uj (THE FOLLOWING 5HALL APPLY U.N.O. - 0 • ALL STRINGERS TO BE 2-2Xi2 #2 5YP., • ALL 5TRINGER5 TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER.- • STRINGERS SUPPAOR � D B � A WALL SHALL BE ATTACHED:N •• MASON Y/GONG. WITH IA X TN F THE R 4 D 3 P 5 A 8 O.C. 5T GGERED ALONG THE LEG O E (USE PT AT MAS./GONG.). •• S WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• e CONC. W/ 4" DIA. X 3" TAPCON5 6 12" O.C. •• @ WOOD ATTACH W/ 0.131 X 3? NAIL5 AT 8" O.C. TO TRU55/JO15T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 2 5YP, MIN. 6 16" O.C. •• IF LANDING INCLUDES 5TRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 12 5YP WITH 2-2X4 5UPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL; PROVIDE A 2X8 END J015T WITH (3) 0.131X3�" R.5. END NAILS AT EACH LANDING JOIST, 8 (2) 0,131 X 3�" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32'" NAIL5 AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. •• PSTAGGERED R ATTACHMENT. •• ATTACHY/CONCRETE JOISTS TO LEDGERS OR BEAMS WITH SIMPSONLUS26 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 5U55TITUTION5 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 d SECTION R312. FL (THE FOLLOWCON Z:E_A PLY 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 11 ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEM5ELVE5, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THE M05T STRINGENT CRITERIA 5HALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF CO PROVIDED I RECORD 15 PR DED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF © 10 SOFT + 28.6/- 117.1 PSF 1)15CLAIMER © 20 SOFT + 26.5/-109.1 PSF (THE FOLLOWING PPLY U.N.O. © 50 SOFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE © 100 SOFT + 20.2 /- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 5TARTINCG ANY WORK. WALL © 10 SOFT + 49.7 /- 66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLESS OF @ 20 SOFT + 46.3/ 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SOFT + 44.6 f 56.9 PSF OF VORTEX ENGINEERING, LLG, OR ANY @ 100 SOFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLAN5 @ 500 SOFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6 /- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFICATION5 ACCOMPANY THESE PLAN5, THEY 12' WIDTH + 42.9 /- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0 /- 47.5 PSF CONDITIONS. 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 DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY ^ORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOYV MINOR, WITHOUT YVRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o 121 0 IH?OZ w�Ln(D . w m W E r0 0. ♦ir � V..� p= f1 3�zz� U o �<;j = t, w LL� Q c a to = N V) .2 Q J W zVl 1�700 a�; �QO ='mQEZW O G p W Fro u�wiaOW4~ so?t0 z w O p W _i Cs v- wwwwu cUz¢�-n LU U Z V (7 w (ZD z of a Q. ui LE ui a."'cc N =¢8m _ o o a m m U U' n w �r Z m N m N 'd' m -, 00 . F+r. Q Ln S�� W O J �p ?� Ln Z w O d *k z'��Q Z fyi 0 C] W Q 00 D ii WZ O o fill, 0 �•'� o Uj DATE rZJ3-fdS-l8 SCALE NO%ED DRAWN MK/POK JOB - (sheet content: 1 Structural Notes Sheet number: N1 142-2-7.5 PRE- ENGINEERED WOOD 12 TRU55E5 Q 24" O/C UPLIFT CONNECTOR (SEE TRU55 (TYP') 5EE ELEV.SHEET FOR SCHEDULE) SIMPSON 6P2 EA.5TUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE '12X FASTENING 5.P.F. TOP PLATE ° ° 04=2.1/2 V •M3=2.1/2 aa 3' 0 a \ LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK PLAN FOR SIZES 4 MORE INFO. --�Masonry Wall Reinforced Cell Detail $-1 SCALE: NTS 10" MIN. a 5x8 K.O. CUM BOND BEAM — — y w/ 1- 05 BAR CONT. 47.1 PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. y• NOT FOR U5E IN THE HVHZ (DADE BROWARD) EMBED ACI INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonr Wall Detail 5TD. HOOK IN •5 BAR VERTICAL WALL REINF. (4) 106 NAILS AT 2x8 WALL5 USE 5PH8 BEARING WALL (W/ S-1 SCALE: NTS BOND BM. .. GROUT CELLS 50LID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRG. TRU55 BRIG. FOR WALL5 LARGER THAN Rebar La Embedment &Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMP50N 5P1'S ON S-1 SCALE: NTS EACH 51DE OF STUD TO J BOLT W/ NUT 4 WASHER (REFER TO NOTE: BOTTOM PLATE 4 51MP60N DOOR MANUFACTURERS INSTALLATION •5 DOWELS SEE PLAN FOR HATCHING LEGEND REGARDLESS SP2'5 ON EACH SIDE OF •5 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES: REINF, GROUT NOTE: WALL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR CO NE WALL5 USE SPH6 LOCATION LAP 25" MIN. CONNECTORS IN LIEU OF (SEE PLAN FOR PLANS, WALL5 51MPSON 5PH4 w/ EMBED ACI CLEAN OUT INTERIOR LOAD SEE TRU55 SHEET FOR a (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN. SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-106 NAILS a NOTE: FOR SCHEDULE) AT 2x8 WALL5 USE 5PH8 5TD. HOOK IN BEARING WALL ROOF TRU55E5 ADDITIONAL STRAPPING CONNECTORS IN LIEU OF FOOTING 0'-0" FINISHED (W/0 UPLIFT) 5TUD5 'S 16 O/C COLUMNS d NOTWITHSTANDING MANUFACTURERS EITHER SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. F� OR - I G YD n ° D RE TL R GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOIP PLATE (1) SIMPSON 5PH4 W/(12) l06 FOR WALLS LARGER THAN yp °• INDIRECTLY HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 51MP50N SPl'S ON °••' °' ° b,, FOOTING SEE FOUNDATION PLAN GARAGE TO ARE TO BE STUDS' 16 O/C A.B. A7 24 O.C. STARTING 9 MAX. EACH SIDE OF STUD TO p p FOR SIZES 4 MORE INFO, BUILT AS INSULATE PER TRACK/BRACKET FROM THE SLAB USE 2" DIA. WASHERS 1/2 GYP.. BOARD 1/2" GYP. BOARD ° 1/2 DIA. x S HOUSE WALLS, CALC5/5PEC5 1/2" DIA. x 8" TITEN HD S 24" BOTTOM PLATE 4 SIMP50N TITEN HD v 48" INSULATE PER BEARING WALL O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUR MIN. AT EACH BOLT LOCATION. TRACK 5P2'5 ON EACH SIDE OF D.C. MAX (SEE GALLS/5PEC5 W/UPLIFT SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 01 STUDS 16"D.C. 1500 LBS. ON EACH TRU55 STUD TO TOP PLATES. FOUNDATION (1) SIMPSON 5PH4 MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ I0" 1/2" DIA. U.ND." + (SEE FOUNDATION PLAN OR RUEXCEP IONS) LOCATION G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MA 5 4 WASHERS � N WA INSULATION OR PER ENERGY i i PLAN FOR W/ 12-I0d NAILS EA. ARE MIN. STANDARDS MORE STRINGENT J BOLT LOCATION OR STUD (STRAP (MAX.) CENTERED ON WALL. CALC6-/5PEC5. N Mason Column Lanai/Entry Detail EXCEPTIONS) NEEDED ONLY S-1 DOOR MANUFACTURER SHALL (REFER 'TO FND 4 FLR PLN FOR S-1 SCALE: NTS PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE sCALE: Nrs CONTROL. U,N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE A $.' Q m4' . �' - 0'-0" OSL 5YF TOP PLATE (1) SIMPSON 5PH4 W/l12) 106 _ 4"GONG. SLAB. SEE COMMON NAILS EA. STUD z .:., p �"--- TON Q STEEL ACI 5TD. 1 I— I_ ° I FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR HOOK (TYP) I FOOTING SEE I I J —------•— cp � K.O. CMU BOND , ' — - FOUNDATION PLAN MA50NRY ATTACHMENTS THAT ----..--._.--- MORE INFO. ()_ - FOUNDATION PLAN FOR ' _) I I —III- A BEAM —III SIZES 4 MORE INFO. FOR SIZES 4 MORE OCCUR e A LINTEL USE 1/2 x 6 ELkV O -0 TOP OF SLAB (>! (k INFO. THREADED ROD SET IN 5P4 TOP — 4 0 Load Brn Interior Stud Part. Detail 51MP50N SET EPDXY. Ll y. } Load Brn Interior Stud Part. Detail ` Wi h Uplift SCALE: NTS " ` S-� SCALE: NTS S 1 G SEE °r d. ° y VERT. WALL REINF. Without Uplift t p 2 X S.Y.P. 5TUD5 16" O.G. U.N.O. w FOOTING 5 SEE FOUND. PLAN p w FOUNDATION PLAN FOR LOAD BEARING OR `� 511ZE5 4 MORE INFO. ".:�;°' CLEAN 4 COMPACTED SOIL. EXTERIOR WALL 195io MODIFIED PROCTOR PER ASTM D1551) a5 BAR TRANSITION ` SHINGLE / TILE ROOF -SEE ELEVATION PRE ENGINEERED WD 2 X STUD PAGES FOR MORE INFO. FASTENING TO BE A5 12 TRUSS 6 24" O.C. STEEL ACI STD. PER MANUFACTURERS SPECIFICATIONS. SEE 8" C. M. U. Garage Wall Section Brn Wall HOOK (TYP) CONTRACTOR TO PROVIDE MANUR (TYP) ELEV. 10" x 172" DIA "J" R-38 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS I" X P.T.5TUD S-1 SCALE: NTS �,%�� DOCUMENTATION TO INSPECTOR TIME OF :4' W/ Uplift t` . ,•• ••''••• 2�� INSPECTION. IF SHINGLE 15 USED, 2'-0" O.G. (MAX) VERT. IN FILLED •~S��� UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL `,' CELL 905.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR 00 Masonr Transition Defiail = 4. 6 ka BRNG. OR GARAGE I/2 DIA x 6 FLOOR P :v z .� ELEVATION VARIES BRNG WALL Av TITEN HD TRUSS (4) I0d NAILS INTO { BRG. DBL TOP PLATE S-1 SCALE: NTS %^/,•+• • • ; ��� TOP OF MASONRY Em SEE PLAN VV TITEN HD 48 O.C. IF 2 X P.T. PLATE 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL, TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT d d I/2" GYP. BD. CEILING �' COMPLY WITH FBCR 302:1. SEE UPLIFT. 24" O.G. IF -: .: EXTERIOR FINISH 1/2" GYP. BOARD d . TYP. SEE NOTE ON N-1 ELEVATION PAGE5 FOR PAGE FOR GARAGE 5OFFIT/FA5CIA DETAIL WITH UPLIFT. ° . ° ° (SEE ELEVATIONS) SECURE PLATE W/ I0" 1/2 1/2" GYP, BOARD CELL TO BE FULLY ° APPLICATION e-. �p�pY.A A — .°. GRAPE DIA, "J" BOLTS 4 GROUTED VARIE5 SEE ROOF PLAN a° 4D WASHERS rat 4'-0'' O-C- d . —'I'�"=�� (MAX.) CENTERED ON 2X S.Y.P. 01 5TUD5 6 16"D.C• p —8 x8 K.O. CMU BOND BM. w/ 1 - S BAR p DRILL 4 EPDXY 1x2 PT NAILER CONT. (MIN LAP = 25") GROUT CELLS ll) 51MPSON 5PH4 I _I = I_ WALL. (REFER TO FND 4 INTO LINTEL/BOND NOTE: TYP. e ° FLR PLN FOR WALL 0 1/2" DRYWALL 50LID - VERIFY W/ FLOOR PLAN. e " ,p, . �. e d. ''° I� I = INSULATION OR PER ENERGY OR CIP BEAM • M1551NCx DOWELS: WHERE FOOTING THICKNESS) CALCS-/5PECS. ABOVE WITH DOWEL5 AR PLACED INCORRECTLY _ MINIMUM OR MISTAKENLY ELIMINATED REPLACE 8"XS" PRECAST CONCRETE LINTEL a a b "' ° ° = I CONT. 2X PT SOLE PLATE EMBEDMENT OF 5'' a DOWEL AT PROPER LOCATION W/ VERT. WALL REINF. WINDOW OPENINGS SEE FLR PLN I —) I = EMBED ACI STD. HOOK FOR LINTEL SCHEDULE FOOTING SEE �. �. 4 CONC. SLAB. USE SIMPSON SET GRADE 60 05 BAR. INSTALL IN SLAB IN BOND BM. 15 BAR FOUNDATION PLAN FOR — I SEE FOUND. PLAN HIGH STRENGTH °J SIMPSON 5" MINIMUM EMBEDMENT, USE 51ZE5 4 MORE INFO. — — — __ _—_— I FOR MORE INFO. EPDXY �IMPSON ET EPDXY. MAXIMUM OF 3 PREC,A5T CONC SILL —1 EL Y O'-O" TOP OF SLAB N A ROW 4/OR 10 TOTAL ON A CURTAIN NAILER PT I' ' I-1 1 1 I III-1 I I I --I— I- " — PROJECT WITHOUT WRITTEN APPROVAL. Ix4 e WINDOWS 4 S.G.D. III I I �� I I_ �•° ... ,...... ..°.. ,: '• d 05 BAR VERT, WALL REINF. CONT. NOTE: Q — — — — - �- T • MISSING TRU55 ANCHORS: TRU55E5 TO BOND BEAM. EMBED ACI 5TD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 �= -'s: ; HOOK 6" IN BOND BEAM. GROUT SEE FOUND. PLAN I �` WHICH ARE P AC D SUCH THAT AN WINDOW W/ SCREEN USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE EMBEDMENT ANCHOR 15 MISPLACED (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON w FOUNDATION PLAN �' DRILL 4 EPDXY b OR M1551NG MAY BE FASTENED TO THE EACH 51DE OF STUD TO TOP PLATES. U.NO" FOR SIZES 4 MORE MINIMUM EMBEDMENT u MASONRY BOND BEAM U51NG ONE 8"x16"' G.M.U. PER A5TM C-90 (TYP,) INFO. CLEAN 4 COMPACTED SOIL. 5" SIMPSON SET st Ix2 PT FIR STRIP @ 24" O.C. FM=1900 P.5.1. (MIN.) W/ TYPE M OR EPDXY N MAXIMUM OF 5 I MAX. CAP IS 11�5 195io MODIFIED PROCTOR PER ASTM D1551) MAXIMUM OF 5 IN A ROW 4 10 TOTAL 5 MORTAR PER A5TM C-270 Ix4 PT BASE NAILER K Gara a Wa1I Section Brn Wall a WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" AB AT INT. SHEAR WALL S-1 SCALE: NTS IN5UL. PER CALCS. 4 SPECS OR TITEN HE) '� ONLY 0-ad USE FASTEN W/O Uplift EXISTING BOND BEAM O RY A. 4 GONG. SLAB. SEE �,...--�--- 24 D.G. IN TO TOP 4 BOTTOM SLAB FOUND. PLAN ELEV O'-0" TOP OF SLAB REINFORCED CELL BLOCKING 48'RI Z. 1/2" GYP. BOARD 24 ST D5 Ul FOOTING SEE a. SECURE PLATE W/ FOUNDATION PLAN FOR e 2x4 PLATE SIZES 4 MORE INFO. HILT( CF62 POWDER INSULATION OR 5/5" CEMENTITIOU5 FIN15H PER • ACTUATED PINS 0o PER ENERGY p T ical Ext. MasonryWall Section FBCR. �103.7.2 48 O,C. OR EQUAL CALCS./SPECS, Q TYP. Retrofit Vert. Dowel Detail CONT. 2X PT SOLE S-1 SCALE: NTS S-1 SCALE:NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL-5EE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 Q a ° EL V 0'-0" TOP OF SLAB TOP TIE BEAM NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: z SCHEDULE u . . '•' . - SEE N-I FOR — — — — — — — — — °: \ q 15 VERT. CORNER 1. 5/8 DIAMETER x 6 EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24 O.C. !►► CELL FILLED W/ ADDITIONAL/ALTERNATE ,' ':,: '� 5EE FOUND. PLAN PARAMIETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: N CONCRETE FOOTING SEE CONTROL JOINT DOES NOT EXTEND 1. 5/5" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 45" FOUNDATION PLAN FOR CLEAN 4 COMPACTED 501L. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE THROUGH TIE BEAM/KO BLOCK O.G. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RE515TING GRAVITY SIZES 4 MORE INFO. 095% MODIFIED PROCTOR PER A5TM P1551) BACKER BAR At MAX. PLAN FOR 51ZE 4 LOCATION) LOADS �✓ LAP CONT. #5 EXPOSED FACE COUR5E5 M Garage Wall Section Non-Brn 25" LAP Wall Control Joint Detail H Wood Frame To MasonryAttachment Detail S-1 SCALE:NTS E Example CMU S1 SCALE:NTS R Corner ContinuityDetail S-1 SCALE: N.T.S. B rn g Wall Only S-1 SCALE: NTS 10�- " MIN' K.O. CMU BOND BEAM EMBED ACI STD. HOOK IN BOND BM. ° 05 BAR VERTICAL WALL REINF, }: GROUT CELLS 50LID SEE PLAN . FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI ° , 0'-0" FINISHED STD. HOOK IN FLOOR FOOTING ° Y 2X4 PT 5TUD5 6 16" O.G. OR ------_CRICKET AS °" ° a ° FOOTING SEE FOUNDATION (1)2X4 PT STUD -S 24 D.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 --- SIMPSON SPI 6 EA. STUD ° MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA,x6" A.B. a 24'' O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 Q EA.5TUD M015TURE BARRIER 8"XS"X16" K.O- BLOCK W/1 O5 CON . (1)5 VERT. IN CONG.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHE5) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE II411 t5l 11CH ID11 "All 11511 11CH ID11 03 111/8 41/2 1 15 21//4" 41/2 91/4 1(0 04 21/2 6 91/2 20 3" 6 12 1/2 21 05 3 1/8 1.5 11 3/4 25 3 3/4" 1.5 15 1/2 26 06 3 3/4 9 14 30 4 1/2" 9 IS 1/2 35 '"l 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 8" 12 24 3/4 14 9" 13.5 1 28 1 95 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK.. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG.; AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY 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, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a o 0 tij 0 W I-V)3Lu z0z Lu F mWQ FZza1= W a czi� , �FU0=u-�p} 00Qq •-'��- i CuOUu, > ma p�azR F� =00 o2ai2z N N w Zzz _j �a281 z�"m0orti 1 C7 pZ vw,Z C) owl'wo2 F u. ot e� a u w w�Z W% W (� Q U Z a �- J J CZ LL a Waal Iz9aF Q Q maUj im ~I=ujUj ' Lill tz oa JM o r-I en en U' F— Ln Lu Z �co N 0- en _ 00 --- W — d. Lin � 2 N 0 Z z�^� �aC W 'Z vi a 0- 0 C JI Lu DATE SCALE NO7'EZ' l DRAWN '1KIFF JOB - Sheet content: Structural Details Sheet number: 51 L)UNI-IkK IKC)U- t'57 I XU= f 1ANUI-. 51MP60N MT512 EACH TRU55 2X12 WITH RADIUS CUT TO DESIRED PROFILE, 2X BUCKS ATTACHED W/ 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS a 12" O.C. WITH MAX. 6" FROM END OF MEMBER e MA5. TYP, LOAD BEARING WALL CON5T. SIMPSON MT518 e OPENINGS. 2"x4" s 16'' O.C. (SINGLE 50TT. PLT., DOUBLE TOP PLT:) EACH TRU55 USE 51MP60N 5P2 a STUD TO TOP PLATE, Simi STUD TO 2X MEMBERS ATTACHED BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 At W/SIMPSON A35 WHERE NEEDED TO MEET BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) MANUFACTURER'5 ATTACHMENT POINT ROOF TRU55 BY REQUIREMENTS. ROOF TRU55 MANUF. TYP. — 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 IF IX THEN ATTACH OR EQUAL AT EACH END TYP. WINDOW THROUGH BUCK TO CMU/ WOOD 51MP50N L5TA12 AT EACH STUD TO FRAMING. IF 2X THEN BLOCKING. ATTACH TO 2X BUCK. 2-2"x4" BLOCKING WITH 4-16D OM TOENAILS -s EACH ENE) 'a END WALL TYP. LOAD BRG WALL 211x4" e 16" O.G. (5GL 5IMP50N MT515 BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. SHINGLE / TILE ROOF 12 PRE ENGINEERED WD TRU55 24" O.C. EACH TRU55 PLTJ w/ I/4"x 3" TAPCON5 a - SEE ELEVATION �1 (TYP) SEE 12" O.C. W/MAX. 6" FROM END OF BUCK. PAGES FOR MORE INFO. FASTENING TO ELEV. 51MP50N L5TA12 (TYP. ALL 2X WINDOW BE AS PER INSULATION PER ENERGY CALC5. EACH STUD OR EQUIV. BUCK ATTACHMENT.) MANUFACTURERS SPECIFICATIONS. 2-2"x4" BLOCKING WITH 4-16D CONTRACTOR t0 HURRICANE ANCHOR EACH TRU55 SEE COM TOENAILS EACH END PROVIDE MANUF. TRUSS 5HEET FOR MORE INFO. DOCUMENTATION TO INSPECTOR TIME OF ELEVATION VARIES INSPECTION. IF 2x8 Pt VERTICAL (ASV) a WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATINGS/CODE, TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE 15 USED TOP PLATE UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT a 24" O.G. TYP. lx4 PT BA5 D ONT41L TRUSS MANUF. OR VERTICAL (BELOW) a WALL TO BE ATTACHED WITH INFORMATION COMPLY WITH FBCR CONVENTIONAL 114" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. M General Irregular Window Attachment PROVIDED BY S05.1.1 FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR. CMU WALL BELOW 51MP50N C516 1/2" GYP. BOARD SEE CORNER 16" ER16" O.C. NOTE ON N-I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS @ EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRU55 MANUF. W/ SIMPSON 5PH4 � 'SEE TRU55 7/16" MIN. APA DOUBLE TOP PLATE TYP. LOAD BEARING WALL ,SHEET FOR EA. STUD W112) 10d SEE FLOOR PLAN FOR EXACT CON5T. 2"x4" a 16" O.C, (SINGLE CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) NAILS EACH. SEE HEADER 5CHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN VIEW TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN EA. SCUD NOTE: TO TOP PLATE W/ AT 2x6 WALLS USE FASTEN HEADER PER HDR, DETAIL "J/52" WINDOW SEE FLOOR PLAN FOR SIZES F Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS • . • SIMPSON NAILAIL5P2 w/ 112) NAIL FULL DEPTH BLOCKING a PANEL3) d TOENAILS 5EE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR 5TRAPPING CANT, FOR STRAPPING —TOP CHORD EA. END - SIMPSON 5PI w/ GYP. BOARD RETURN TRIM VARIES - SEE ELEVATIONS 7/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) 5PAN FROM 10-10d NAILS EA. 5TUD PRE-ENGINEERED RATED 5HTG. PRE-ENGINEERED TRU55 TO TRUSS ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD FOR STUDS "2X" SILL o ROOF TRUSS. 2X e 16" O.G. f. ROOF TRUSS. (2) 0,131 x 3 1/2" COMMON NAIL5 a EA. BELOW HDR. (2) SIMP50N SP4 W/ 1/2" GYPSUM BOARD INSUI PER ENERGY CALC5. 2x BOTT. PLATE PRECAST CONNECTION 6-10dxl 1/2 NAILS EA. 5TUD d d CONT- { CONCRETE PRE-ENGINEERED WOOD TRU55 • • r r r Q —I r SIMPSON A35 e ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON 435. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT e TOP/51DE5 OF ARCH OPENING, IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK e EACH SIDE TO EDGES OF OPENING, ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. 5PH& GONNECTORS 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 5P1'S ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 6P2'5 ON EACH SIDE OF STUD TO TOP PLATE5, U.N.O." LINTEL. 5EE INSTALL I/2 X 6 10" x 1/2" DIA. "J" 7/16" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT e 24" O.C. PER SCHEDULE, MIN. 16d e 6" O.C. 1=0R MORE INFO. 1/2" GYP. BOARD APA RATED SHEET RING NAIL PER SCHEDULE "O" IN SIMPSON SET 2x8 PT MIN. FRAMING FROM EPDXY e 2'-0'' I/4 X 3 1/2 NOTE: TRU55 a 16" O.G. CONT. TO IN5UL. PER CALC5. 4 SPECS 4" GONG SLAB POCKET MASONRY SCREW "TYPICAL AT TOP CORD (3) 0.131 x 3 I/2 ° O.C. (MAX) ��� �.• • ... 2X PT 50LE PLATE e 8" O.C. ALL LOAD CENTERED ON *► SEE FND. PLAN SLIDING COMMON a TRU55 CHORDS DOOR. PRECAST BEARING 5YP.' WALL.. CMU WALL - 5EE 2X PT "~+ � : �✓ 0,131 x 3 I/2" COMPONENTS #I g Structural Kneewall FLOOR, INFO N FOR PLATE r W a CONCRETE 4" O.G. GRADE SHAL!^ _ ELEV 0'-0" TOP OF SLAB LINTEL, SEE NOTE: 2x8 PT MIN, S-2 SCALE: NTS a h FOOLING SEE BE USED FOR ��- FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL TO � z � FOR MORE INFO. BE ATTACHED WITH 9 vi FOUNDATION PLAN SLIDING DEPTHS FOR SIZES MORE DOOR. GREATER THAN 1/2" DIA. x 6" TITEN 2x4, 02 GRADE HD. ii %r INFO. OR BETTER MAY s��0�111 11 BE USED. ALL 4x NOTE: IX Pt VERTICAL a WALL 5PI EACH STUD JOIST, RaF BOUNDARY A T ical Ext. Frame Wall Section FOOTING SEE FOOTING SEE MATERIAL MAY " S.2 scALE:NTs FOUNDATION FOUNDATION BE #2 GRADE. TO B ATTACHED WITH I/4 x R 87 NAILING FOR 2-1/4 TAFPCON e 12 O.C. OR 2x8 Pt PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." PER MANUFACT. SPECS. WALL, DASHED Ix6 HEAD LINE 51ZE5 4 MORE SEE FOUND, SIZES 4 MORE 4"GONG. SLAB. INDICATES INFO. PLAN INFO. SEE FOUND TOP PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN I WALL 4-0.131 x 3 1/2" PLYWOOD 0 4-0.131 x 3 1/2 4" CONIC. 4" CONC. INSTALL GLASS PER BLOCK WALL BEYOND R.5. NAILS a R.S. NAILS a SLAB d d' a SLAB MANUFACTURER EACH 5TUD5 EXTEND PAST EACH STUDS EDGES GABLE END FLOOR TRU55E5 4 ° SHEATHING) CMS OF HORD OP ° °. ° .° a.. Q .d ° 1 HANGER TD d d PRE-PREWOOD BE SIMPSON ° ° ° - a , K.O. w/ 1-05 CONT. CAULK UNDER FRAME FLOOR TRU55E5 OR1L55U da _..a 4 Y* FIEL EDGE HANGER TO PRE-ENGINEERED MIN. PRE -ENG. BE SIMP50N GONG. SILL WOOD ROOF LALSU, OR RODE ROOF CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail 11 S/8° CEMENTITIDLIS FINISH BouNDARY TRUSSES L55U MIN. H INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS PER FBCR 703.7.2 . OV AREA • .,. a . 4" CONC SLAB �5 e CORNERS 4 48" O.C. BLOCKING 5EAM BOUNDARY PLYWOOD TO SEE FLR PLN FOR HDR. SIZE NOTE: FOR WALL, NAILING FOR 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. PANEL OVERHANG INTERIOR FOR ROUGH OPENINGS UNDER SIMP50N 5PH4 w/ 6-lOd WHERE THE HEADER 15 NOT FULL WIDTH 4-0.131 x 3 I/2" R.S. BOTTOM OF WALL SHEATHING CLIP OUTRIGGER e NAILS e EACH AREA 5'-0" lU SIMPSON G516 OR lU NAILS EACH 16" O.C. (CAN OF THE WALL ADD 2x PAD BLOCKING ° : ' M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O,G. RIPPtD DOWN SUFFICIENT TO ° d ° ° 4. FOR ROOFS 24" O.C. FLOOR TRUSS 2x8 LEDGER W/ CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW d. d ° d '° TONGUE 4 (FIELD VERIFY 4-0.131 x 3 1/2" NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH ° 4. d q GROOVE FOR FIELD FIELD SUB F,45CIA OR WITH TRU55 R.5. NAILS e STUDS) (U.N.0) CONNECTORS ABOVE THE LEADER, 4 FOR THE PROPER INSTALLATION OF THE FLOORS WALL PLATE LAYOUT EACH 5TUD5 FOOTING SEE `d d BOUNDARY LOCATION) CRIPPLE STRAPPING, AT 2x6 WALLS USE FOUNDATION PLAN °` a NAILING WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE WITH FLOOR TRU55 TRU55 FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF SPW4, FOR WIDER WALLS FOR SIZES 4 MORE d ° a a ° (PERIMETER OF 5'-0" USE (2) SIMPSON C516 USE SIMPSON C510 IN AN 5PH INFO, DIAPHRAGM) OR l2) M5TA24 lUN.0) CONFIGURATION. ATTACH PAD BLOCKING � T ical Ledger Detail 51MPSON PROVIDE w/ (3) 0.131 x 3 1/2 NAILS TO HEADER MIN. "2x KING STU SIMP OR DOUBLE BOTT. UN.O• L Non-Brn .Frame Down Header Detail S'2 SCALE: NTS PLATE AT S-2 SCALE: NTS EQ., TYP• OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER M U ItI-USe 5 CIFICATION FOR KINGS 4 CRIPPLES 6 -2 TYP. _ CLEARANCES FOR THE WINDOW/DOOR 2X4 CRO55 40 (THE FOLLOWING 5HALL APPLY U.N.O. WITHIN AN OPEHE NINAgIT ER �UCN EHAT ©LNE BRACING e 48 2X4 RAT RUN • AT OPENINGS UP TO 3'- 6 (1) OR BOTH OF THE TOP PLATES 15 O.C. ON TOP OF BRACING e 40" CRIPPLE 4 (1) KING 15 REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL IIJ II 5OL-T F�EFL-ACF-IENT CI- AfRT: RAT RUNS FOR 4 [O.C. ON TOP EACH SIDE 0fi THE LEADER. SHEATHING � 3" DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRU55 5PAN5. AT OPENINGS 3'-6" TO 5'-2" IN SET IT IS NOT ACCEPTABLE TO OF 50TT, WIDTH, (2) CRIPPLES 4 (1) KING IS O.C. ALL AROUND 5UB5TITUTE A LESSER DEPTH HEADER „ BRACING a OF CHOr'D FOR 4 OPENING • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRE5PONDING BOLTS. O.C. ON TOP OF REQUIRED ON EACH SIDE OF THE WITHOUT WRITTEN PERMISSION FROM THE TRU55 SPANS FOR WHEN THE TOP PLATE 15 THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY SE ENG. FOR MORE INFO 2x STUDS a NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. e 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL 50TT, CHORD LEADER. EDGES. FOR 4 TRU55 WOOD TRUSSES ATTACHED W/ AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS . NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 P51, SUBSTITUTION SPANS -� 2-1661 e EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT ATTACHED W/ 2X4 BLOCKING a TRUSS JOINT ARE REQUIRED ON EACH 51DE OF NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPAN510N E30LT5 15 NOT PERMITTED. THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS FOUNDATION P,4GE TAKE5 PRECEDENCE. 3-0.131 x 3 1/2" 24" O/C W/ 3-0,131 x T . ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING • GYPSUM STANDARD 5GREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: 2 , TYP. • ALL OTHER BOLT OPTIONS MUST BE REVIEUJED $ APPROVED 5Y E.O.R. IN WRITING. CRIPPLES 4/OR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER. • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-I/2" GALV R.S. e EA, TRU55 3 1/2 R.S. THE PLAN SET SHALL CONTROL. JOINT TOENAILS 3 EA. 5IMP50loN SECOND FLoaR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR 5 5CREW5 a 7O.C. ALONG ALL SUPPORTS MIN. ENE) 51MP50N A34 L530 O OPENINGS UN 5'-0" ONLY (U SIMPSON a 1/2 HIGH CONNECTOR EQ., TYP C516 5PAN OOR 5Y5. TO STRENGTH OR W/4-5d X 1 1/2" (ON CONC. SLAB) 51MP50N HTT4 5LOCKING/RUNNER5 BELOW 5/8" GYP. INTO BLOCKING W1 (U 5/8"x8" ATR IN SIMPSON SET INTO ' MA50NRY WAL4 4-S�d TOP X 1 1/2° EPDXY 4 (18) 16d NAILS HETA 12 e 24"O.C. (ON SECOND FLOOR) FOR ROUGH L 2x FRAME WALL PLAT:E AT INTERIOR LOAD BEARING H7OPENINGS4(1 OVER 5 -OHREADYROE) SET5IN 0N WALLS WITH NO UPLIFT, SIMPSON SET EPDXY 4 (18) 16d NAILS STRAPPING MAY 55 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. ELIMINATED, UNLESS BLOCK SET OR SIMPSON M5TCM60 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW T�I'PICAL NAILING 5CNEDUL HIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.5. RING 5HANK 1/16" 4" 6" 6" WALL 0,131 x 3" COMMON COMMON 1/161' 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" TG ro ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5HANK (0.280" MIN.) • 1/2" GYP CEILING ON 24'' O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGEII AND 12'' O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8 GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MA50NRY ATTACH WITH 1-3/4" GALV, ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS e 7" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/6" SCREWS AT 6" O.C.ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Ext. Wall Con. Non -Load Brn . Location j Typ. Header Detail o T ical Nailin Schedules FI%jvI Roof, Wall $.2 SCALE: NTS S-2 SCALE: NTS S-2 SCALE: NTS "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2 x 6 1/2 x 8 1/2 x 5 EMBED 1/2" x 0, 1/2" x 6" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/B" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" 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 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 HOA MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LL.0 SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, 9UIT5, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Lu I=-ZOQ w�ZOZ�' W W t n E r--�oac �:O= �OFxa ti WQI- _ :c fV =nzz 0000 cc Z �17 2 W © Q cc o�Co~O Zw12, OWO~ © w U- u=3u �ZW mQZZ W(9 w Q Z_7K 0 Q W aS x v2L. - ¢ w_ m F= W W W N ° o a JK1 m JILD C9 Ln u.i N Z �M N �-en W le M 001 w I- p 00 �M W (A Ct 0 N 3: to N ZLL. r_ Q Yui Z ;� HMO 0 W 4 5 00 Q LL W g �N d- o a O !'GU 4 'v `a 0 0 DATE 03-OA34B SCALE NO7)5Z DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 4 5,4r OR 8'-0 tl /lk 0.131 x 3" COMMON SEE TABLE FOR NAILING 10 16° 4-0.131 x o.c. SCHEDULE e 5PLICE 3 1/2 COM. DOUBLE TOP PRE-ENG UJOOD TRU55 (TYP) 4-0.131 x 3 PLATE APA RATED CO MON bab ILA. -0.131 3-0.131 x 3" COMMON °� DOUBLE STUD SHEATHING. SEE r SIDE OF JOINT 0.131 x 3 NAILING NAILING SCHEDULE COMMON 1/2 COM, 16" O.c. TABLE FOR ATTACHMENT. U.N.O. II 4 " 5TUD5 a 16 o.c. PT BOTT. '� '� PLATE 2-0.131x311 r (I) 51MP50N LSTAl2 ,• 3 COMMON 2-0.131 x STRAP 48" O.C. ZTRU55 2x4 BLOCKING (I) 51MP50N L5TA12 1/2" CEILING GYP BD W/ 5d 5 � �' 3 1/2" COM. 2-0.131 x 3 1/2" BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7 O.G. OR 40" O.CSATTAGHED CHORD 1 2' 1OENAIL5 PRO.131 VIDE NAILS (4 5AY' 4 W1 EQUAL, OIR 8 ft FROMREA 5 I( SEE TABLE BELOW DOUE3I_E STUD CONDITION TO BOTTOM CHORD EACH END, e (0" O.C. MASONRY WALL) I FOR LAP5PLICE OF GABLE UNO. CONTINUOUS I/2" GYP BD NOTE: GRO55 BRACING / 8" MASONRY WALL W/(lAt51*REBAR .,I It ALL BLOCKING TO BE -1 r .,>� t1 I� ,e I RI=PFATI=0 49" n� T1'1� 2 3 TOP PLATE FAFENER5 5-0.131 x 3 1/2 � i \` COM. 2�03^mX 3 VVI7 I . II v \I vV Vl\VU I p I T_I.Pi I vr� S./1-5 I Rl�1J �H1- . -^ ^. .. - - . _ _ ._ 1 COURSE E Ex anded Blockin Information Dia ram S-3 SCALE: NTS `_� -.--_-.- - -. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) 3Y .� w I' P Vvl I. DOUBLE 0.131 x 3 1/2'' COM. a TOP PLATE I(o" oc 3-0.1311/2 41 3 .f2-0.131 x 3 1/2" COM. LAP5PLICE NAILING 0 SPLICE ALL OTHi R NAILING 3611 2-ROW5 0.131 x 3" 6 3" 0/C 0,131 x 3" 6 8" O/C I \\\�4' r%%/ \A\-�SECURE RIDGE BEAM TO CLEAT W/ I PT BOTT. PLATE I [APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (U.N.O.) (4) 16d TOENAILS EACH 511DE 2x4 COLLAR TIE MID -HEIGHT '� 4 RAFTER PROVIDE (5) 1(od NAILS EA ENE) �• -- ------------ TOP PLATE FASTENER SCHEDULE (INTERIOR WALL)� k/ `�� STUD GORN�R 51NGLE 5TUD CONDITION (1) 51MF'50N M5TA36 RUNNING F ^r- T1 1=ALONG TTHE�EGXTERIOR ,51DE� LAP5PLICE NAILING 0 SPLICE ALL OTHER NAILING 2411 2-ROW5 0.131 x 3" '� 6" 0/C 0,131 x 3" -8 8" O/C \ CONTINUE SHEATHING BELOW - -- - - - - VI I nw I v1 I I-r I I.- �_,4-Iv AT CORNER. MAY BE 2x4'IT" BRACE CONVENTIONAL FRMG a ATTACHED 5TRUCTURE5 WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. OR L5TA12 PREFAB ROOF TRUSSES 0 PARTIALLY ENCLO5ED SUCH A5 A BEARING WALL, USE THE FOLLOWING PLATE5: 0,131 x 3" COMM. e 16" o.c. II 24 O.C. ENTRYWAY5 $ PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY � OVERLAP TRUSS BRACING - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" PRE-ENGINEERED NOTE& \ WOOD TRUSSES e LEAST ONE TRU55 SPACE 41_0111 41_011 126 COM. a 6" OVERLAP 4. 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.G. MAX. SECTION 5IZE SHALL 12" O.G. 4-16d COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS ? O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-56 COM. 51MP50N 5PH4/6/8 EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLE55 NOTED OR SIMP50N OR 6 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" 2X6 _ _ _ _ 15'-0" TO 18'-0" 2X12 � q II II II 2-2 x4 W/1/2 PLYWD. A AT A MINIMUM MINIMUM ALL ST U TO TO FROM STUD TO TOP 8'-0" TO 12'-0" ---- 2X8 TOTE: 2 45 UNSPECIFIEDFRAME PLATE Gable Di hra m Side Wall MAAY BE TO 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2 (NOMINAL) �, �,ve FLATWISE 50 NO CONNECTIONS SHALL S-3 7 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 5IZE OF 2xI2 FOR 2x12 RAFTERS. SPACER 15 NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/16d COM. a 8" a.c. 10d GOM. a 12" o.c. 0.131"X3-1/2" END NAILS OR TOENAILS. COM. 8" O.C. SEE NAILING RATED SHEATHING. SEE 51MPSON M5TA24 TEN51ON 5TRAP5 a EACH TRU55 USING (14) 10d NAILS, INSTALL THE 4-. )6d COM SCHEDULE TABLE LAPA NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING e EACH 51DE OF TRU55 & THREADING *A 51MP50N MSTCM 60 FOR ATTACHMENT5 ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 a INTERSECTING BLOCKING THE U-5HAPED STRAP FROM 50TTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. INT. HEADER (NON -BEARING) MAY BE 5U55TITUTED FOR SIMP50N HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ (20) 106 AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED 5/8" DIA A.B., 1-0 NAILS FOR 2x12 RAFTERS (IG) 10d NAILS FOR 2x10 RAFTERS 04) 10d NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2'' MINIMUM PX4" TRU55 M4x RAFTERS WITH 5PAN5 OF 4'-0'' OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-01' PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAIL5. SEE NAILING SCHEDULE a TRU55ES a 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP50N L55U210 SLOPING HANGER W/ (10) 106 General Wood Attachment Details Truss Bracing Overlap Detail TABLE FOR ATTACHMENT. U.N.O. /2" CEILING GYP BD W/ 56 NAILS INTO RIDGE BEAM e (-1) 10d x 1 1/2" NAIL5 INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d P S-3 4 5TUD CORNER SCALE: NTS A COOLER NAILS 7" O.G. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 STR4PPINCs INFORMATION S-3 SCALE:NTS DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 106 x 1 1/2'' FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ 5PAN5 LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE lU SIMPSON L5TA12 57RAP 48" O.G. :: .. BEAM W/ (8) 10d NAIL5. 6. WHERE NEEDED PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR SEE FLOOR PLAN FOR (1) 51MP50N HETA20 SEE 2x4 BLOCKING ATTACHED U/ (2) INSTALLATION SUPPORT OF M5TA24 5TRAP5. SECURE BLOCKING W/ (3) lid TOENAILS AT EACH END INTO TOP CORD. VOLUME ``�� �, •. DBL TOP PLATE LENGTH WIDTH TO 45" O.G. ATTACHED TO BOTTOM CHORD OF GABLE EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BLOCKING UNO. Valle Set Attachment Detail `:•� FASTEN CAP CHASE w/ DETAIL (TYP) U (1) M5TA30 AT EVERY --- �0.131 x 3 I/2" R.S. NAIL5 a 12" d: FLAT OR CATHEDRAL S-3 SCALE: NTS PRE -ENGINEERS PRE -ENGINEERS OTHER STUD (32 O.C. " O.C. O.C. ALL 8" MASONRY WALL W/(U #5 I/2" GYP BD WOOD ROOF WOOD ROOF MAX.) FROM UPPER STUD -' o REBAR CONT. IN KNOCKOUT COURSE NOTE: GROSS BRACING 4INSTALL TRU55E5 TRU55E5 TO LOWER TOP PLATE : (J �"' z � ,. :� WRAP TOP PLATE AS �, 51MPSON LU524 WALL SHEATHING ALL BLOCKING TO BE KNEEWALL MIN. EA. 51DE OF THE 5TUD5 e MIN, INTERIOR VOLUME ,,�•. NEEDED FOR FULL ',► '' • �'� b'd ..• NAILED PER REPEATED 48 O.C. TYP. 1/_1I OC CEILING J015T5. J015T5 ALL RAFTERS SHALL BE #2 PLYWOOD TO EXTEND TO AREA NAILING. IF STUDS ALIGN, / + O'/S-2 DBL 2X4 K! TO BE PER NOTE #1 SOUTHERRN YELLOW PINE a 24'' BOTTOM OF WALL INSTALL (1) STRAP SHALL EXTEND PLATE CONT. D.C. MAX. SECTION 5IZE SHALL MBTAM24 AT EVERY STUD (16 STRAP EACH FROM UPPER STUD TO pr o 11 a S -0 (MAX.) � TYP. Masonr Gable End BE DETERMINED ACCORDING O.G. MAX.) EMBED STRAP_/ E TRU55 (SEE LOWER STUD. LL LL W/ 5IMP50N HT520 a 32" S-3 scALE: Nrs TO THE LENGTH OF SPAN A5 FOLLOWS: EACH TRU55 S Extended PLAN) Bottom Chord Attachment Details 2x4 UD CONSt. J Lu O.G. OR G516 TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0" --- 2X4 S 3 e 16" O.G. LLl N 5TUD5 BELOW4 SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING I n 4 -0 TO 8 -0 ---- 2X6 THE 8'-0" TO 12'-0" ---- 2X8 3 IIN2" SCALE: NTS 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WATTACH ITH 4) 0,131 XCEILING NALSE TO EA. STUD ALL AROUND 12'-0'' TO 15'-011 ---- 2X10 NOTES: CUT OUTSIDE EDGE ATTACHMENTS PERIMETER. IF ABUTTING 15'-0" TO 18'-0f1 ---- 2XI2 UM TO ALLOW PL B L L MASONRY USE P.T. 5YP #2 1. ADJACENT NAIL5 ARE E SOLID CONNECTION C5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPP051TE w/ SHEATHING FASTEN CHORD TO W/(4) 0.131 x MASONRY W/ 1/411 DIA. X 31, 51DE5 OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED °T.ATTACHED 1-0 3 1/2" NAIL5 a TAPCON5 a (o" O.G. MAX. NOTES : 2. ALL NAIL5 PENETRATE e = _ / BLOCKING w 114" x EA. SHEATHING. SEE M4X INTERSECTING LEAST 3/4 OF THE N �' �" m 5" WOOD SCREWS e 4" CORNER NAILING SCHEDULE BLOCKING I. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST O.G. ALL-AROUND TOP CHORE) ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION TRU55E5 a 24: O.C. ATTACHMENT. U.N.O. APPROVED PLANS FOR SHEATHING 3. FOR 4-PLY, PROVIDE 114" lU SIMPSON LSTAl2 11 ,I 1/2" CEILING GYP BD W/ 5d COOLER NAIL5 i" O.C. ATTACHMENT. 3. WHEN INSTALLING 51MP50N PRODUCTS REFER DIA. X 5 1/2" LAG 5CREW5 OR EQUAL - 2x6 BLOCKING FASTENED TO EACH END OF L BRACE OR EQUAL, DIAPHRAGM TO 51MP5ON'S IN5TRUCTION6 k SPECIFICATIONS. (5PACE AS SHOWN FOR 3-PLY) I'9 ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END 0 Ft FROM MASONR�R ALL) 4. ALL LEDGERS TO BE 2X 5YP 02 AND SAME T Frame Down CI 4. FOR 5-PLY, PROVIDE 1/4" 7" SCREWS ° 2x4, 2x6, OR 2x8 M . . DEPTH A5 RAFTERS (PT AT MASONRY DIA. X LAG O.C. SEE FLOOR S-3 SCALE: NTS CONTACT). OR EQUAL (5PACE AS I PLAN FOR 51ZING OF PRE-ENGINEERED SHOWN FOR 3-PLY) Fire lace Chase Detail 5TUD5 TRU55E5 a 24" C.C. FLAT OR CATHEDRAL 5. REFER TO ND5 SECTION "D - 0 III - g 15.3 FOR ADDITIONAL S-3 SCALE:NTS 2x BLOC�KINSG 6 AAL L (1) 5IMP50N HIDA OR HT516 USE EDGE NAILING SCHEDULE. NOTE-. CR055 BRACING 4 CRATED T2ANAILING ALL BLOCKING TO BE BRACING PER TRU55 SHEDULETABLE FOR ACHMENt, H TYP. Frame Wall Gable End REPEATED 48 O.C. TYP. ENGINEERING U.N.O. S 3 SCALE: NTS 1-p M,4X APA RATED PRE-ENGINEERED It APA RATED SHEATHING. SEE NAILING UNBRACE WALL HEIGHT SYP 8'-0" 2x4 a 16" c.c. 8'-8" 2X4 a 16" c.c. 9'-0" 2x4 e 16" o.c. 9'-4" 2x6 e 16" o.c. 10'-0" 2x6 e 16" o.c. NOTES: INFORMATION 1" TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER 1 41 111 ° TYPE AND GRADE MAY FOLLOW THI5 TABLE FOR ITS GIVEN OPT IONS." "LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD BE SUBSTITUTED FOR R.S. NAILS 0.131 x 3" R.5. NAILS a 6" 5CREU5 5TAGGERED Is 6" ANY STUD WORK AT 16" 5TAGGERED a 6 O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF CC: MAX. SPACING (02 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR 5YP MIN.Y' OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" SHEATHING. SEE NAILING 5CHEDULE Y TRUSS S a 24 O.G. 5CHEDULE TABLE FOR ATTACHMENT. II 8 USE (3) ROWS. USE (2) ROWS a 6 O.C.. TABLE FOR U.N.O. N 142 mph MAX., Exp. C Enclosed Exterior Frame Wall Table Q T Nailing Schedule for Built -Up Columns &BEAMS SCALE:NTS ATTACHMENT. U.N.O. SEA DETAIL A 1NOtE: THREE OR . S-3 SCALE: NTS DROPPED ON TH15 SHEET (TYP) CMF`RE55ION WEB 1MORE REPEATED SLOPING OR GABLE END FOR OUTRIGGER IIDENTICAL TRU55E5 d �� VERTICAL 'SHALL HAVE �' ~ WHEN TRU55 NOTE: CONTINUOUS 20'_011 20'-01, SEE EXPANDED (U 51MP50N 2x4 BLOCKING I/2" CEILING GYP BD W/ IDIAGONAL 5RACE5. (AS E HI 51MP50 WIS2 STRAP TYPE CONNECTOR BLOCKING I. 5EE TRU55 50TTOM CORD DIAGRAM BRACING IX4 LSTAl2 STRAP 45" O.C. ATTACHED W/ (2) 5d COOLER NAILS 7" EQUAL, 1-1 Q RED B IBCSI) ON I INUOUS PERMANENT LATERAL BRACE (CLB) (H 10/MT5) MAY BE NAILED TO TRUSS B STUD MNUI ,4-- R 5 I URE TRUSS ENGINEERING MIN. 0.131 x 3 1/2" R.S. TOENAILS EACH O.C. OR DIAPHRAGM AREA (4 BELOW. NO 5PH4 15 WHEN STUD IS CUT 5NEET5 FOR HETA 20 a 48" O.G. - ATTACHED TONrz END, UNO. \-I/2" BAY OR 8 ft FROM MA50NRY WALL)CE NEEDED a TN15 STUD NOTE: ° NOT ALIGNED 9 a WITH A TRU55 ADDITION,4L IRED. BOTTOM CHORD OF GYP BD FLAT OR CATHEDRAL 1/2" CEILING NAIRLED O OPPO�TE 51NAL D�AOF WEB "AT USE 5PH6 AND/ORWALLS � ° °° TRD STRAP 15 N AT MYEBE REG2UINT CLB DIAGONAL GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 8 SHOULD BE REPEATED a CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. ° ° ° °° ° NOT DIRECTLY ATTACHED TO 2. T BRACING 1"'1AY BE BRACE A5 REQUIRED BY S" MASONRY WALL NOTE: CROSS BRACING APPROXIMATELY 20 INTERVALS. AT 2x8 WALLS USE 5PA8 STUD USE (1) USED IN PLACE OF BC51 W/(1) #5 REBAR CONT. ALL BLOCKING TO BE REPEATED 48" O.G. TYP. Ix4 MIN. BRACING W/(3) 0.131 x CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 51MP5ON 5PH4 OR 5P2 PERMANENT BRACING PROVIDED IT EXTENDS t� w IN KNOCKOUT COURSE 3 1/2" NAIL5 a INTERSECTING WEBS FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'5 ON OVER 6 LEAST 'BO% OF 9= EACH SIDE OF STUD TO TYPICAL HICA CONFIGURATION, DO NOT NAIL o THROUGH OTHER 5TRAPPING/CONNECTORS. THE UUEB. 7 BOTTOM PLATE 4 51MP50N 5P2'S ON SAG" SIDE OF ° REFER TO CONNECTOR NOTES FOR FRAME TO °° C .Gable Section -For Gable Less Than I CLB Diagonal Brace 20' Max Intervals Detail STUD TO TOP PLATE5. ° TRU55 CONNECTIONS. r o Z LU � m $-3 41-011 u High SCALE: NTS S-3 SCALE: NTS TOP 8 BOTTOM CORD t n NOTE: SEE TRU55 LAYOUT G,45LE END. BRACING e FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED s-3 SCALE: NTS s-3 SCALE: NTS (4) ROUJ5 OF TRU55E5 V 11100 NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL 5E RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTIDN EXECUTED FROM 7HE5E PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLF-55 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 w o © o To-F oQwa w I-zg W~02w oWLLZI- wW wwowW = 4. W02 oi = Lu r -I zoo= »uWo uj Z, c�W y N N M >a:A CC =�zz o�z dz I- aa5- co�oz Z C� w U,2 F 2 Z w O O cucj 'Sw �Q c W�o�aM u_ _; z o o � w 21 I.I. rvZ z wt9Zu%j �_j W !-Q Q w W O>CH ` ZFFad '-oc W w Logw L on a a N W O UM �r-iM (� in LL! Z m n- M Q N Lu I= p 0000 M I+ f V _ 00 (4w 0 U Z ,, j LL O Q Y z �M0 C�a= e-4 U r LL X Q LLJ Z Q Cl. a > `° I It// 401 '• r r CC : �t z •�. • 0 w� DATE 03-PS-le SCALE NO7,5D DRAWN MlC�F'DK JOB - -heet content: Structural Details ,heet number: 53--142 -11 1, 11 1 . I:' tml � ...ur r ii Ivr _..... i, I I I I I" "II 1,..1 \ DSL. 2 x 4 TOP PLATE SIMP50N 5PH4 e EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 50T. CORD OF TRUSS. SIMPSON L5T,430 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD, 2. PROVIDE 2X,5LOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING & SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE $ ELE\/ATION6 WINDOW SEE FLOOR PLAN FOR SIZES NOTE: "AT 2x6 WALLS USE 6PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 6PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 61MP60N 5P1'5 ON EACH SIDE OF STUD TO 50TTOM PLATE 8 SIMPSON 6P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES ° 624" O.C. MAX. 12 SE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR e EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 6IMP60N 5PH4 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN INSULATION PER WINDOW SILL CAULK a WINDOW COMMUNITY 6PEC5 OR ENERGY CALCS 1/16 APA RATED SHEATHING 2 x 4 SILL MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 —2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" TbG GLUED W/ CONSTR. ADHESIVE & NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD. FLOOR TRUSSES 6 24" O.C. 2 x 4 SOLE PLATE 51MP50N C516 OR SIMPSON M6TA36 -a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 12 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 J016T ( INSET) 2x4 FLATWISE VERT, 5LOCKIN SIMPSON HETA20 6 32" O.G. IF A6 NEEDED TO ACHIEVE FULL ATTACHED TO RIMJ0I6TS. 624" O.C. NAILING IN STRAPS. MAX IF ATTACHED TO FLOOR 2x42 SYP RIM wl (5) 0.131 x TRUSSES 3 1/2'' NAILS EA. TRUSS JOIST '°^ 1/2" CEILING GYP. BOARD SEE (INSET) NOTE ON N-I PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ, SEE TRU55 LAYOUT FOR STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER 6 OPENINGS 8" CONC, K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-CA5T CONC. SILL 4" HIGH CONC. BLK. 8" CMU PER A5TM-C 90 1900 P51 MIN. W/ TYPE M OR 6 MORTAR PER ASTM-C 210. 5/8" CEMENTITIOU5 F PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK 6 WINDOW 1/2" GYPSUM BOARD a .4 4"GONG SLAB `SEE FOUND. PLAN FINISH PER BCR < 4 4• 103.12 e ° FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Wall Section $-4 SCALE: NTS DBL. 2 x 4 TOP PLATE 6IMP60N 5PH4 6 EACH STUD TO TOP PLATE SEE ELEVATION WALL CONNECTION LU/0 WINDOW PAGES FOR ROOF COVERING & SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT d FASCIA DETAIL (2)-2x WE). HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE SSE ELEVA' WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-S BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) 15 LE55— THAN OR EQUAL TO 6'-6" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 16 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-15 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN TH16 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" GONG, K.O. BLOCK 50ND — BEAM POUR 60LID (2500 P61) W/ 2 - 15 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZEB ENGINEERED ROOF TRUSSES 'a24'O.G. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 'S 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK a WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM 50ARID INSTALL 1/2" DIA. x 8" "J" �'� A R,OLT5 d WASHERS W/ 5" IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. ___---61MP5ON SPHS 2x8 PT SOLE PLATE �``.�� . ••• ...e j'.,. � LL �— IX P.T. FURRING HORIZ. z N LU • LU `n 4 • Z m, .r. s V O C) ,• • / z . °* ;tea' 1>• \—I x 6 P.T. CURTAIN NAILER a OPENINGS :7— PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK 9 WINDOW 1/2" GYPSUM BOARD 4"CONC. SLAB, MORTAR PER AUH_1-C 2-10. SEE FOUND. PLAN a 5/6" CEMENTITIOU5 FINISH PER F5CR 103.12 44 FOOTING SEE 4 ' FOUNDATION PLAN FOR 6IZE5 8 MORE INFO. r—c-jypical Two Story Wall Section 4 W/O Floor System SCALE: NTS WIND RESISTANT PRE -CAST CONC. SILL- 4" HIGH GONG, 5LK. 8" CMU PER ASTM-C 90, 1900 P51 MIN. W/ TYPE M OR 5 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS, OF HOW MINOR, AITHOUT YNRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 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 o p W z oQWo uJ ?O0 w(nZUZw wzm F H04d = W G�0=G ©0�c=j� d W L 8 J W U w Q N m >LLma m<11 xy00 02M 2z N J W Zz �a Faso Z. ZD itg 0 aO �� =zw O —' oC �o wo Wa�aQ� W U, J �n O Zw�W J0 Q LU W W U U z a V1 W 4' U. �=UO z-�,� H wao WW?�F Q z `S �m N _ $ n a O Q rn Or -I � (' H UA LL! �� Z cnMN ••ti aen J 00 W F- p 0000 M w N LW N d, O w o�r 3 Ln 0 No0 ,r01UZ Z1� � V Z LL a Y W Z �m0 W Q 00 V ¢ w W g vi a Ora 0 U, -,-Il DATE pj3-f78-IS SCALE NC76Z) DRAWN MiG1='DK JOB Sheet content: Structural Details 5heet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING 6 45" O/C — 5PH4 CONNECTORS SHOWN. FOR THE FIRST 5'-0" OF END WALL 2ND FLOOR FRAMING AT 2x5 WALLS USE 5PH5 FROM EA. END. (TYP) TOP 8 BOTTOM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. SIMPSON SPH4 TO EA. pBL 2x S.Y.P. TOP PLATE STUD WITH 12-106 x I I/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS SIMPSON C516 OR M5tA36 STRAP FOR WALLS LARGER THAN NAILS, � 32" O.C., EVERY OTHER 2x5, USE 51MP60N 5Pl'5 ON EACH 5TUD EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON FOLLOW TABLE BELOW 51=2'5 ON EACH SIDE OF FOR APPROPRIATE STUD TO TOP PLATES, U.N.O." SPACING 8 SIZE OF - LOOK J015T-5EE FRAMING PLAN WALL 5TUD5. STUDS SHALL BE INSTALLED WEEP 5CREE1) INSTALLED PER MAX. 16" O.C., SEE MANUF. SIMPSON HETA20 Q 32'' O.G. MAX. 000 2x4 S.Y.P. *2 RIBBON 2"X4" CROSS BRACE W/4-10d 0 EA. FLOOR e 45" O/C FOR THE TRUSS, 15T 2'-0" OF END WALL C516 OR M5TA 36 1. W/ (4) 0.131X3 1/2" 6 EA. END 32"O.C. (36" LONG) a INTO 2"X4" BLOCKING FROM EA. STUD TO N (2X12) WOOD BLOCK OR FLOOR J015T DECKING 2x12 5YP2 WOOD 4. 3-0.131 x 3 1/2" EA. BLOCK BETWEEN ;: JOINT SIDE. 21"X4" PANEL BLOCKING FLOOR J015T WITH 5-166 TOENAILS. HETA20 32" O.C. ON THE om 45" O/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 5'-O" OF ENp WALL FROM EA. END. (TYP) TOP 8 51MP50N C516 OR M6TA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (,ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. JOIST -SEE FRAMING PLAN. LOOK . SEGMENT LENGTH TO BE A5 DELINEATED ON THE PLAN SET, OR ATTACH TRU55E5 PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" BALT. Frame/Masons Connection #1 FRAMING NOTES. IF TRU85E5 ARE PARALLEL, PROVIDE S 5 SCALE: NTS NOTE: BLOCKING AT 24" O.C. AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING 0.131"x3-1/2" TOENAILS DELINEATED 1`15T,436 OR C616 OR AT EACH END TYP. ELSEWHERE SET: IN PLAN DOUBLE TOP PLATE IP)STUD GRADE NOTE: "AT 2"X4" CRO55 BRACE HEET,420 UJHICH 15 NOT PROVIDE AMINIMUM 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 45" 0/C FOR THE 1ST 2'-0'' OF END WALL ALICxNED UJ/ TRU55 VERT. 2 PLY END STUD AT EACH END of 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" 6 EA. ENp UJEEB USING 2-0,131" X 3 1/2" TOENAILS fD EA. END. SEGMENT AT 2x8 WALLS USE 5PH5 INTO 211X4" BLOCKING INSTALL SIMPSON G516 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. CRo55 STRAPS WITH (1) 01 0.131"x3-1/2" NAIL AT EAG FOR WALLS LARGER THAN FULL DEPTHZ PASSING STUD AND 2x5, USE 5IMP50N 5P1'5 ON BLOCKING a SHEATHING EDGES 2x 5TUD5 BLOCK, AND WITH 4 NAIL MINIMUM AT EACH END T EACH SIDE OF STUD TO BOTTOM PLATE 5(M''P50N w/ (3) 0.131"x3-1/2" 16" O.C. TOENAILS EA. END TOP AND BOTTOM PLATE5/END STUDS, SP2'5 ON EACH SIDE OF 2'0 � STRAPS SHOULD BE STUD TO TOP PLATES U.N.O. ., FLOOR " � CONSTRUCT WALL A5 LOAD BEARING DIAGONAL AND AT 45 6IMP50N 5PH4 TO 2"x4" PANEL BLOCKING 45" O.G. FO J015T WITH UPLIFT REF. DEGRELREES o LE65 IN EA. STUD TOP e THE FIRST 2'-0" OF END WALL FROM EA. (TYP) G/S-L HORIZONTAL, TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. SIMP50N HTT4 OR 1/2" DIA NUT EQUAL AT EACH END of SEGMENT W/ MIN. I-I/4" DIA x va" WHEN CRO55 BRACE ANGLE WASHER GREATER THAN 45' EXTEND PANEL 1/2" DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD 15 OVER A 1/2" DIA /2" DIA SPACING 4 51ZE OF VOIDSPACE PACE 2X ANCHOR BOLT COUPLING WALL STUDS. STUDS SHALL BE INSTALLED JOINT BLOCKING BELOW. TYP. A.B. EXTENSION DETAIL e MAX. 16" O.C. N COUPLER NUT INSTALL 5/8" THREADED ROD IN SIMPSON SET DIA. 1/2" J-BOLTS OR WITH '"` 2 "x4" CRO55 BRACE 48" O.G. FOR EPDXY OR EQUAL XIMP50N SET EPDXY, 5" THE lit 2'-0" OF END WALL W/ (2) 10dx3" 1 l' WITH 6" MIN EMBEDMENT, AT CROSS 5 PPEDNG IS EMBEDMENT � 24" wX3 161 BBON (ANGLENOTO EXCEEDO KING. SEE *# WHEN Q, IF 7A7TASCW UWJII�L�D COOLER :' .: EA. TRUSS. ++* WHEN ANGLE 15 GREATER THAN 45°, D15TANCE 15 GMU WALL -SEE NAILS AT 1" O.C. OR 06 X 2X BOTTOM PLATE WITH (4) 1-1/4" SCREWS 6" O.C. CRO56 BRACE a 45" O.C. FOR THE let 4'-0" OF END WALL. LE55 THAN 2'-0" FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. e THE FIRST BAY TYP. MORE INFO. TRU55 OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRUSS/RIM J015T GYPSUM, SEE NAILING AT 4 O.C. ALL NAILS TO BE SCHEDULE AT 0/52. 0.131"x3-1/2" MIN. TYPICAL. SEEN'/5-3 FOR STUD INFORMATION SIMP50N A35 ANGLE REFER TO TYPICAL 2-STOR W/ 12-SdX 1 1/2" NAILS EA. STUD TO WALL SECTION FOR INFORMATION NOT SHOWN TOP CHORD Cross Strapping Detail ALT. Frame/Masonry Connection #2 E Floor Truss Parallel To Br . Wall A 2X4 BEARING S-5 SCALE: NTS S-5 SCALE: NTS S 5 SCALE: NTS WALL W/ STUDS a 16" O.G. 1/16 APA RATED WOOD SHEATHING SIMPSON 5PH4 � oI////� EA. NOTE: NOTE: a� �.� ;... .b� i� �'� "At 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE S1PH6 �����;.•• ••.• CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF % PRE-ENGINEERED PRE-ENGINEERED TRU55E5 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. 5PH4 CONNECTORS SHOWN. TRUSSES &24" O.C. FLOOR JOIST ROOF AT 2x5 WALLS USE 5PH5 AT 2x5 WALLS USE 5PH5 w • =• CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. r L j U) v FOR WALLS LARGER THAN 2x5, USE 51MP5ON 5P1'S ON INSULATION PER ENERGY CALCS FOR WALLS LARGER THAN 2x5, USE 5IMP60N 5P'5 ON INSULATION PER ENERGY CALGS ` !�i>�6-•`•••••••••' . • CEILING BOARD PER ARCH. PLANS EACH 51DE OF STUD TO BOTTOM PLATE SIMPSON I/2" GYPSUM GELLING BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N I/2" GYPSUM CEILING BOARD `�'� s //��►iieee�®° 5P2'5 ON EACH 51DE OF HURRICANE ANCHOR � EACH TRUSS 5P2'S ON EACH SIDE OF HURRICANE ANCHOR � EACH TRUSS 5TUD TO TOP PLACES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATE5. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HT516 W/ 16-10d 2X4 BLOCKING w/ EA. TRU55 TO 3-0.131 x 3 1/2" R.S. NOTE: "At 2x6 WALLS USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE 50TTOM PLATE TOENAILS CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. 2x4 50LE PLATE PROVIDE (2) 16d 5PH4 EA. STUD 2x4 SOLE PLATE PROVIDE (2) 16d 5PH4 EA. STUD HANGER PER TRU56 PRE-ENGINEERED MANUFACTURER GIRDER AT 2x5 WALLS USE 5PH5 COM 6 EACH TRUSS 1/2" GYPSUM COM @ EACH TRUSS 1/2" GYPSUM CONNECTORS IN LIEU OF Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN., FOR WALLS LARGER THAN 51MP50N C516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" T$G GLUED W/ CONSTR. ADHESIVE SIMPSON C516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" TAG GLUED W/ CONSTR. ADHESIVE "0" H S 5 2x5, USE 51MP50N 5Pl S ON 11050 MAX e 24" O.C. MAX OR „ NAILED SEE SCHEDULE DETAIL 0 11105*1 MAX 6 24" O.G. MAX OR 8 NAILED SEE SCHEDULE DETAIL SCALE: NTS EACH SIDE OF SCUD TO BOTTOM PLATE 51MPSON EACH STUD WRAP UNDER TOP ON SHEET 5-2 EACH STUD WRAP UNDER TOP ON SHEET 5-2 51=2'5 ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD EXTEND SHEATHING TO STUD TO TOP PLATES. FLOOR TRUSSES Q 24" O.G. FLOOR TRU55E5 6 24" O.G. 2nd FLOOR BOTTOM OF BEAM OR U.N.O." 2x4 02 5YP RIM w/ (3) 16d NAILS EA. TRUSS J015T (INSET) 2x4 02 5YP RIM w/ (3) 16d NAILS. EA, TRU55 JOIST (INSET) WALL GIRDER 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ PROVIDE (3) 0,131 X 51MP50N MT516 5TUD6 m 16" O.C. 3-1/2" TOE NAILS At EACH FLOOR TRU55 1/16 APA RATED RE -ENGINEERED FLOOR TRUSS TO WALL BELOW 1/2" GYPSUM CEILING BOARD W/ KN CK - 24'' O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - PRE -ENGINEERS FLOOR TRUSS ��WOOD SHEATHING FLOOR TRU55 DOWN DRAG FIN16H SEE NOTE ON N-1 PAGE 1 16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS DBL . 2X TOP(P) PLATEw/SIMPSON 5PH4 FOR NAILING PATTERN DBL . 2X TOP PLATE6PH4 N/6IIS EA. END S EACH (P) EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR J015T WITH 3-0.131 1/2" ANCHOR BOLT Q 24" 1/2" ANCHOR BOLT a 24" x 3 I/2" NAILS O.G. W/ NUT 4 2" SQUARE O.C. W/ NUT 8 2" SQUARE SIMPSON C516 PT 2X BOT. PLATE w/ BY I/5" WASHERS PT 2X BOT. PLATE w/ BY 1/5" WASHERS U1/ MIN l22) 10d 51MP50N C516 EA. STUD 7o BASE of zx SIMPSON 5PH4 6 EA, 51MP50N 5PH4 6 EA. COMMONS (11 MIN. EACH END) RIBBON BELOW 51MP60N HT616 EA. TRU55 STUD w/ (10) 10d NAILS EACH 4"GONG. SLAB. SEE STUD w/ (10) 10d NAILS EACH 4"GONG, SLAB. SEE FOUND. PLAN FOUND. PLAN BEAM / GIRDER 51MP50 HETA20 REFER TO TYPICAL 2-STORY WALL TYP. LOAD 4BEARING WAIL e 2x BOT. PLATE PRE-ENGINEERED SECTION FOR INFORMATION NOT W/UPLIFT °° : °4 FOOTING SEE FOUNDATION °' °A FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRU55 cMu WALL SHOWN < PLAN FOR SIZES 8 MORE INFO. ° PLAN FOR SIZES MORE INFO. NAILS e 6° O/C a a. � v Cantilevered Floor Truss Over Wall G S-5 SCALE:NTS T ical Two Story Interior Bearing Wall Section T ical Two Sto Interior Bearin Shear Wall Section F Second Floor Frame Connection Girder A o S-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE5ARDLE55 OF HOW MINOR, NITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NITHOUT THE F-XPRE55 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK Lu Q W TZ0Z w0Q��p cwWO SI_ wmw~ F-�OQd LLI CL aw Wpou� ~w0 WgZZD mo �_ ��CUWZC e^I fV OG jLLma a-c7Yow00 cn M a t2 Z a = F�5z �~a=zw O O W.aLD F. u- � rsa o zw wSo rr - Vxzz Z — > V w U'' Q zw M Q w4Qp ww—�Fm- *qn.I•-ww" m W �w W �a�m'�'' N o J M cm (� H Ln ti N Z m N M �B to �d;0 �Ln _ N �_ u C9 z u_ ¢ w Z cri O C] cc W Q �0000U QLL I Z G� �- 00Q > w z DATE 03-27-10 SCALE NO7'FD DRAWN I-1K/1'DK JOB - Sheet content: Structural Petai15 Sheet number: DRYWALI OVER FUf BLOCK u I1/164/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW` PER PLAN) SILL COMPOSITE WINDOW SILL SQUARED DETAIL EDGES Ix6 TRIM PANE BGARD DRYWALL FIN16H OVER FURRING ON BLOCK WALL (WINDOW PER PLANT) LINE OF WALL BELOW IF_._.,..__._.._ � lx6 TRIM LINE OF TRIM _ ___- BELOW _--- DRYWALL FINISH COMP051TE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN` SHIM AS REQ'D. - STD. BASE CABINET QUARTER ROUND ELEVATION LINE OF WALL BELOW (NICHE LINE OF CAGING _ PER __ _ BELOW = —-------- COMPOSITE WINDOW SILL PLAN WINDOW )ETAIL 1/4" DOOR CA61NG (0311 DRYWALL FIN15H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN %&E:'' P.O. SHIM AS :_AN 11,41 REQ'q. N INVERTED 2 1/4' DOOR CA51NG ("366) INVERTED 2 1/4" N DOOR CASING ("3(o6) 2x STUDS (PER — 2x STUDS (PER STD. PLAN( PLAN) BASE — I/2' DRYWALL CABINET 1/2' DRYWALL — 3 1/4" BASE BD. (03660 Ll(o366) 3 1/4' BASE'; BD. QUARTER ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2" : I'-0" SCALE: 1/2' : I'-0' TILE To 8" W. CORIAN TEMP. GL. WRAP IN CAP .ENCLOSURE WINDOW 8" W. CORIAN I/2" DRYWALL CAP BELOW CAP TILE FINISH ilk TILE FINISH OVER WATER OVER WATER 2x STUDS (PER PLAN) I II II RESISTANT RE515TANT �� II WALL BD. WALL BD, 1/2' DRYWALL I I II II BATH f SHOWER SHOWER it I� LSHOWER 3 114" BASE BD. I I II 51DEV ("366) jl SECTION PLAN SHOWER. LOW WALL SCALE: 1/2' -- 1'-0' TEMP. GL, ENCI.oSURE 8" W. CORIAN CAP 1" 2x STUDS (PER STD. PLAN) " 2" vAINTY M CABINET 3 1/4' BASE Bp. (03(o6 ) VANITY LOW WALL. SCALE: 1/2' : I'-0" 21FY TOP (WINDOW — PER PLAN) COMP051TE WINDOW SILL SQUARED DETAIL — EDGES INVERTED 2 1/4"--- DOOR CA51NG (036(b) DRYWALL FIN15H — OVER FURRING ON BLOCK WALL (WINDOW —�� PER PLAN) LINE OF WALL —� SILL BELOW :T 1/2" OUT EIVE TILE) LINE OF CASING — BELOW COMP051TE WINDOW SILL SHOWER WINDOW SCALE: 1/4': 1'-0' SILL ELEVATION 'WALL FIN15P PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DPTAIL SCALE: 1.. 11.0. FLOORING / 5,45E BOARD NOTE: LUPEN TILE FLOOR 15 SELECTED ONLY 5,45E 50,4RD 15 IN5TALLED. LIEN WOOD FLOOR 15 5ELEGTED E3,45E E30,4RD ,4ND SHOE MOULD ARE IN5TALLED. Ix JAMB (51-PA5e DR5. PEF PLAN) DRYWALL FIN16H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CA51NG (0366) HELD DOWN 1/2' 1/2' WOOD FILLER H EAD DRYWALL FINISH OVER 2x WALL (SEE 181-PASS PLAN) DRS. PER PLAN) 2 v4° DaOR CASING (0366) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING DETAIL iE WINDOW DETAIL .. p00R CA51NG ("3(06) MAIN HOUSE GARAGE DRYWALL BASE BD, t0 OVER LAP SLAB STEP AND C DRYWALL TRANSITION 3 I/4' BASE BD. /(03(06) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I'- I'-0' NOTE: DRAUr1IN 5 ON 11 "x1l" 5H E T UJILLe 5E= ONE 1—ALF THE 5CALEm NOTED 5 1/4' CROWN (045) 5 1/411 CROWN 5CALE: I' " I'-0' ROUNDOVER W/ WHITE PINEROUTER r3I/4'5A5E 1/2' DRYWALL Bp. 24 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN" IxIO — — , ROUNDOVER W1 ROUTER WHITE PINE ...,,, I/2' DRYWALL 31/4' BASE BD. (036(o) 24 WALL 36" OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS x w M 0 Nh ,I. Na _� L. a L. �a. 00 �OD 0°0 3�El Qah a �+ 0 m 'JOB NUMBER 22066' CAD FILE 7rEN BUILDER ID ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.DSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W17A'VISBEE.WSCOM TAMPA • E )EINVER- EST. 1994 s=.,— NrNr•rrrN NNNNNr TRIM • 7771E • TYP/CAL TRIM DETAILS [TD. LJ-1021 STANDARD - 42" H. R06ETTE 6 ;� KNEEWALL Cyr �q (OPT. LJ-(o010 LJ-4040 � RAILING SHOWN) NEWEL POST Ix6 PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ-4045 LJ-4040 POST NEW L P05t NEWEL P05T _ OPT. LIH-MG2KNUG44 WROUGHT IRON BALUSTERS LJ-1021N4 lx6 PAINTED BASE ROSETTE PLATE LJ-6010 ixl2 SKIRT 3 1/4" BASE RAILING - BOARD AS APRON LJ-5015 WOOD wur BALUSTERS BASE CAR (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 TREAD FOR CARPET Ix12 51KIRT (OPT. LJ-8010 SERIES BOARD :::N _ TREAD SHOWN) LJ-W0 5 OAK lx8 PAINTED LINEAL COVE R15ER MOULDING _ I_J-8010MRI BASE - --� OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3016 RAIL AND POST IFASTENER GENERIC SWITCHBACK STAIR DETAIL N.T.S. LJ-$O90-5 OAK 5 1/4" LANDING TREAD RAILING GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT REQUIRED. * INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ-4042 NEWEL P05T SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN NT.5. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MG2KNUG44 WROUGHT IRON 5ALUSTER5 NEWEL P05T/ NEWEL POST SEGTION I I'�? Ixlo PAINTED BASE CUT THRU -�-�, � : '�lxl2 SKIRT PLATE BOARD WALL 3 I/h" BASI LJ-6010 AS APRON ` RAILING LJ-1041/8 5-TURN BASE CA D STANDARD - LJ-8014MR1 MOUL LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ4095 OAK lx8 PAINTED LINEAL COVE R15ER MOULDING BAST=--- "` LJ-8010MR1 PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" lx12 SKIRT--LJ-4042 BOARD NEWEL POST ��--2 EA. - LJ-3015 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN05E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST R15ER. 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 51DE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECE55ARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. (o. BALU5TER5 (WOOL) OR METAL) AT STEPS- FINISH 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 NEWEL5. 8. FIN15HE5 - ALL OAK HAS CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT A$ WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. 8" AK ND T7 LJ-8014MRI 'FULL WT. WALL ������������������������������ TREAD LJ-8010MR2 CARPET STARTS TREAD AT THIS R15ER 1=ULL OAK RAILING TREADS RAILING LJ-4042 NEWEL P05T GENEDTCWOOD /CARPET STAIR FLOOR PLAN N.T.S. j �;% lx12 SKIRT ,`�: SECTION I �� U BOARD CUT THRU� •� WALL-6010 RAILING --~ BASE LJ-1041/5--`�" CAP 5-TURN MOULD STANDARD - LJ-6014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 5ERIE5 (3 PER TREAD) TREAD) LJ-WS9 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-3009 LJ-4010 NEWEL P05t BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARP Ef STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN. BASE CAP MOULD Ix12 'SKIRT BOARD 5U6 TREAD LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MRI OAK TREADS LJ-80S5 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD, BASE CAP MOULD "--- 24 STRINGERS --' TYP. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L 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 WOOD TREAD NEWEL P05T 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.T.5, 3/4" MIN. HOLE DEPTH — FOR 5ALUSTER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING __" LJ4010 RAILING LJ-4042 NEWEL P05T LINE OF BALUSTERS TO BE PARALLEL t0 TOP RAIL C m �+ v C LJ-4010 LJ-4045 LJ-4042 TYPICAL NEWEL POST P LJ-4040 ROFILES N.T.5. 4 LJ-5015 LIH-HOLIBASK44 LIH-HOL25A5K44 LIH-HCLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-1401-50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. �— LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF 5A5KET5 t0 ,. BE PARALLEL TO TOP RAIL Ile LIH-HOL25A5K44 (DOUBLE BASKET) LIH-HOLI5A5K44 (SINGLE 5A5KET) DECORATIVE METAL BALUSTERS (3 PER TREAD -ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: FDAUJIN & ON 11IIxl7'l 5�4 ET UJILL 5E ONE HALF THE 5CALE NOTEFD N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS 1N t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 3o" H. RAILING —� LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF KNUCKLES TO / BE PARALLEL t0 TOP RAIL �, (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. 5PACEp) TYP. LEVEL 1 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL 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 P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS x 0 NOD cn as 0 "� Lm ill. m (o Via. Q CD 0 OM < QT 40 iom rcb DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLTS Mt, FLORIDA 34677 $13.925.1300 TEL 813.925.1800 FAX W W W.DAVTSBEWS.COM TANWA • 17EN1VSR. EST.1994 0- STAIR flnE TYPICAL STAIR DETAILS S a7 SD