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HomeMy WebLinkAbout521 Red Rose Ln 18-665 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICAlI0N5 MONOLITHIC FOOTING, ALUMINUM OVER 2xb 5U5-PA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 30" UPPER KITCHEN CA51NET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, GENERAL CON5TRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO FB.CR - bTH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED T0, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESI5TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. ' OILING CONSTRUCTION: — THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15,9 mm) TYPE 'IX'I GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A LOT 312 THORNBROOKE 40 s 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 P13LR - 6TH EDITION (2011) R302b AND TABLE R302b, ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023B. EXTERIOR FIN15HE5: 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 ANASTASIA GARAGE LEFT OF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 1b GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R10312 AND ASTM C 926. PER FB.CR 6TH EDITION (2011) R103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO.2b GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM STUD WALLS IN ACCORDANCE WITH ASTM C T6. THE WEEP $CREED SHALL PLACED VERTICAL AATTACHMENT FLANGE OF 3-1/2 INCHES SHALL I M M OF 4 INCHES ABOVE THE EARTH R82EBELOW PROVIDED AT OR INCHES ABOVE PAVEDT AREAS. THE WEATHER RE51STA BARRIER SHALL LAP THE ATTACHMENT BE FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL D VAT 0 T D T ONA INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB:C.R 6TH EDITION (2011) R103.1.5 OR IN INCLUDE ELE I N RA I I L ACCORDANCE WITH ASTM C S26. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-Ob (1.11A] THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100 TAYLOR MORRISON BE FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON5IDERED AS CONTROL JOINTS. — EGRESS: 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 CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. REDRAW NOTES 01-05-10 CREATED LOT 5PECIPIC PLAN FOR LOT 312 IN THORNSROOKE 40'5, INCLUDED ELEVATION "TRADITIONAL", GARAGE LEFT W/ PLAN OPTION5 INCLUDING: (4) PRE -WIRE CEILING FAN5, (15) RECE55 CAN LIGHTS, (3) DUPLEX RECEPTACLE5, PAVERS AT DRIVEWAY, LEAD WALK AND PORCH, GAME ROOM, ALTERNATE 5TUDY, TRAY CEILING AT OWNER'S, VENT HOOD/MICRO TO OUT5IDE AND (3) MEDICINE CABINET5 WITH BEVELED EDGE. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1414 TOTAL LIVING S.F. 2881 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3546 TOTAL WIDTH 301-011 TOTAL LENGTH 74 75'-011 PLAN REVISIONS- RECOTU) COPY REVIEWED POR CODE COMPLIANCE PLANMINER a.Z—IR— __. DATE SANFORD B LL-DIN- IVIC SION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORD AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE. COMPACTION TEST REQUIRED Results to be Verified at Stab Impection 5 D RAWING INDEX �LA5HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD A TO BE USED COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING / GARAGE OPENINGS: 1 -SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/6' IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES 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. . 2A2 - MAIN FLOOR PLAN DIMENSIONS 45PHALT 5HINGLE5 (IF APPLICABLE) 2 B 1 - UPPER FLOOR PLAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION fW2b AND R9fd52b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 6LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS TYPE I TYPE II, A51M 4&S, TYPE II OR. 2 B 2 — UPPER FLOOR P LA 1 V <` DIMENSIONS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, OR D TYPE IV OR AS111 D 615118 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 11, ASTM D 4865, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. 3SE1 - FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE); 3 S E 2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION � � THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.CR - 6TH EDITION (2011) M053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF TYPE II• A51M D 2626 TYPE Ih OR ASTM R THE RECOMMENDATIONS RAS IIlb, l 9 O/TRI FLORIDA R R 120. REQUIRED UNDERLAYMENT PER FB.CR GH WIND CONCRETE AND CLAY ROOF TILE -6TH EDITION (2011)LLATION MANUAL, FTR90533 SHALL CH EDITION TGONFOR11 WITH ASTM HE VAsp 15 pll22b IN ACCORDANCE WITH SECTION OR AST FL 1 - FLASHING DETAILS D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED 1N ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118, ll9 OR 120. FL2 - FLASHING DETAILS CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" NIGHER THAN INSTALLED 4A r- MAIN FLOOR ELECTRICAL PLAN THE ROOF OR RIDGE THAT 1510-0" AWAY OR CLOSED. TUB AND 5HOWER AREA5: 4 B - UPPER FLOOR ELECTRICAL PLAN CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH ASTM C12M,, C1325, OR CI118 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. TR - TRUSS STRAPPING PLAN TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT 15 USED FOR N 1 - STRUCTURAL NOTES SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG ANON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. S 1 -STRUCTURAL DETAILS 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. EAVE5 OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT S2 - STRUCTURAL DETAILS MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTU13 RAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING R DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES S4 -STRUCTU RAL DETAILS 1162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL S 5 - STRUCTURAL DETAILS OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE I TD -TRIM DETAILS SD -STAIR TRIM DETAILS MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS $HALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV151ON6 OF SECTIONS M14113. EXHAU5T FAN5 AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE R TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED'2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAID) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5615LE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN M. ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPON5151LITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12.31-2011 r„ • . r ... �� • Z CO x N� M °1 O N� �1 co o co L LL � L L■ 0 W. o Q • 00 0°M 1 z�M • JOB NUMBER 28002.01.3 CAD FILE NAME LOT J12 TB ISSUED 01-05-18 REVISED .�I DAVIS BEWS DESIGN GROVP r�o sr�-rE s r�T >�nsr 813.925.1300 iEL s>t3.92s . t$oo FAXW W W.L7AV15BEWSC.OM TAM1'A • DEIVVER. EST1994 �_�-- a 111 —u VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST,, SUITE 103 PLANTCITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW I 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 MAN UF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SU PPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Ln Z a c) ne 0 C:)C) (1) 5" 0 �Ty�I J l J 2582 • TITLE • GENERAL NOTES REVISION LOG = A o INDICATES I - 05 VERT. REBAR IN MA50NRY CELL FILLED 50LID Ill/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW 41-411 PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 3' 0"x3 0" A/C PAp (BEE MECH. CONTRACTOR 3'-0" //1FOR LOC.) r — L__ i 41-811 F 15'-011 52'-4" 4'-211 2'-411 „ ELEVATION AIR HANDLER LINES FROM UPPER FLOOR 11 31.611 /--8" C.M.U. IIIAI I ARV 3'-10" 4'-411 a LU Ih PITCH I/8" / FT. 13'-8" -i 1 J F� �r rj— �' 1 °" 1 L — 1 I . . . ■ F74IP.V.C. 3/411 CONDENSATION A , DRAIN BY PLUMBER 54 I" • 8" C.M.U. WALL ABV. ■ tb I II �. �-_07 "' , / • I 21.0R �0 1 E M SEAT SHOWEI II'-8" ABV. C ,% 1 II i II I II I cn ? • • • OPT. ' R 11 DRYER 1 \ / _ J L__ J 5'-111 �. / 2'-8" • LAV • • ■ 13'-8" - - e 31 B PAVERS _ 11 190_ *- _- J 3/411 CONDENSATION 10'-10° DRAIN BY PLUMBER AIR HANDLER FROM UPPER FLOOR I I. 12'-311 ' �' �? \ i, 121-111 s� r1 3/4" RECE55 ■ O FOR ENTRY DR >25" % II 11 I6 Wxlb DEEP FTG. 31_Q1I W/ 2 - "5 CONT, fJ 1 " I 11 M 2 -5 4, II„ 21 11 OPT. �,� LT. 5'-411 13'-81, s� � t I 814' FTG. W/ I - 4 CONT, (TYP. AT ENTRY) I -STORY FOOTING 28'41 2-5TORY FOOTING (TYR) ' 20" H. x 20" W. GONC, MONO-FTG. W/ 3 - 05 CONT. REBAR5 PROVIDE MIN. LAP WHERE SPLICED AND WIRE TOGETHER BOTT, OF FTC, SHALL BE 12" MIN. BELOW GRADE V-811 M 8" THICKENED EDGE -' 1 1 FOR SHOWER IRECE55 1 1 W/ I N0.5 BAR CONT, 1�1 I6" Wx1211 DEEP FTC. (" r f�l I[LINES W/ 2 - "5 CONT. �- 21'-6° 51 4 4 P.V.C. 21.611 ■ ■ ■ ■ �. -� - — 51.211 — — I 51-811 1 41-411 —41_o" 161411I t 11 8 a a ^AA i NOTE: u i PROVIDE FOR ALL i GAS APPLIANCES. i (VERIFY LOCATION OF i ALL GAS APPLIANCES ON _ � I FLOOR PLAN PRIOR TO } � ANY CONSTRUCTION) �" i y I PITCH TO DRAIN -----------4--------------------- ------ i T 204" n � ZR — ■ ■ .�... — ■ ■ I I ( �' J.. / / /1L1/111/ /_`� ELEVATION AT 0'-0" (ASSUMED) 3.511 THICK 2500 OR 3000 P.5.1. CONCRETE SLAB ON GRADE W/ `fi 6x6 WI.4xWl.4 MESH OR FIBER N MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL. 31' 10" NOTE: ALL SLAB ANGLES ARE AT 45• (UN.O.) ,� \ J Q _ 8"x8" FTG. W/ I - S el —PROVIDE CONT. (TYP. AT LANAI) PITCH,�, I, I 1/8 / FT. - ^ wzo \� \\ WATER \� . LINE FOR ICE MAKER �" — I611 Wxl6" DEEP FTG. III 7j W/ 2 - � CONT. \ / 11n / \ 91.111 >\ \ "` \ cJ. 3'_611 -- ----- OF REF. 31.91 ( fill, 35E2 all QB V G.C. VERIFY ACRYLIC ON LANAI w ■ O ■ 1 1� �� I611 Wxlbl' DEEP FTG. 1 1 n W/ 2 "5 CONT. J 11 I 1 1L — J I 50 GAL. W.H. ■ �. -5TORY FOOTING (TYR) 1 20" H. x 16" W. CONC. MONO-FTG. W/ 1 2 "5 CONT. REBAR5 PROVIDE 25" MIN. LAP WHERE SPLICED AND i WIRE TOGETHER 5OTT. OF FTG. i SHALL BE 12" MIN. BELOW GRADE ■ ■ ® in� 4'-411 4 1 -811 I 4 1 -611 51.411 65'-4'1 VENT HOOD AND 51 3411 MICRO TO EXTERIOR 2-5TORY I -STORY FOOTING FOOTING 51-411 4'-41' 4'-10" 3'-6" 41-411 41-011 41-411 TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE ,���r111111/�� � r3-:1Y0 1 Ni5 4 f; dal► Pitt ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF BLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR06TATIC VENT REQUIREMENT, PLEA5E REFER TO SITE PLAN 51,15MITTED 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 REQUIRE[) FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 0 12" DEEP x3611x36" CONC. FOOTING W/ (4) ro 5AR5 EACH WAY, G12" DEEP x24"x24" CONC. FOOTING W/ (3) S BARS EACH WAY, 320" DEEP 60"601 CONC. FOOTING W/ (3) S BARS EACH WAY. x ro C "� M 0 N� d ,= $MM L m _j ,= m LL V ` �Q• 0°M O � o�m Z� U) • JOB NUMBER 28002.013 • CAD ME NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSHMR, FLOPMA 3077 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVEER. - EST. 1994 f�-- �111H VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6fH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W z V O C 1 T� J M 1211 DEEP 60"60" CONC. FOOTING W/ (3) +'S BARS EACH r...) • WAY. 2504 THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM ( • SOIL 8FARIN5% CAPACITY OF 2000-P5 (R401. 4.1 FSCR). FNINDICATE5 I "55 2 15 FOUNDATION PLAN SCALE: 1/4" = IT GARAGE LEFT • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.G.D. OPT. O.D.K. • SH T •�� • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS �c 20' 2111 3111 5311 WINDOW CALL -OUTS 2611 u' 12 5H 1/2 32 5H 22 5H 32 5H W _ 3911 9 13 5H 1/2 33 5H 23 5H 33 5H 3: J 6 0 5111 14 5H 1/2 34 5H 24 5H 34 6H r) z 6311 g 15 6H 1/2 35 5H 25 5H 35 5H 1211 16 5H 1/2 36 5H 26 5H 36 5H G,C. VERIFY MA50NRY OPENINC5 FOR ALL WINDOWS, ui ui WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER �— MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 6TH EDITION (2011). ro- on TYP■ ARCHWAY ASCALE: 114" = 1411 VARIES (SEE PLAN) j O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR PER C55) FLAT LATEX s 0 KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT O INTERIOR TRIM PAINT TO BE SMOOTH FIN15H TM WHITE LATEX OEMIGLO55 CEILING SECTION SCALE: 1l2" -- 17 OPT. SHIM AS AIR SWITCH REQ'D. FOR D15P. �. 11.011 CASING 2x STUDS (PER STD. PLAN) BASE CABINET 1/16 0.513. BACKING Li 1/2" DRYWALL CALI. TOP SCALE: 1/2" _ I' -Oil HAN5EN 5OX BELOW PRECAST DIRECT VENT DRYER AIR HANDLER LINTEL THRU EXT. WALL T.OM, LINES FROM 26 5H. FLAT HEADER T.OM. TEMP. GL. ENCL. 13 TEMP. 5H. 11 g_4I UPPER FLOOR 3 HB. ON 42" H. LOW WALL HD. AT 64 HD, AT 8'-0" AT 8'-0" App. 9 REFER TO SHEET 2A2 App. Y-0"x3-0" A/C� 3'-0"x3-0" A/C, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FOR MAIN FLOOR IPAD (SEE MECI�. IPAD (SEE MECill 5 5H, 20" H. TILE C- [_ -I 6H­ � F - 1 W.C. ■ - _ - O - ■ PLAN DIMENSIONS ICONTRACTOR I (CONTRACT LAV. SEAT — S O — 1 FOR LOC.) FOR Loc. � I OPT— -1 � OPT. I �✓ r.oM. - — — — — --_- -- LWA5HER I I DRYER 9'-4" L _ _ _ L _F /. M.C. TILE TEMP. GL. ENCL, ON PORCH 1 +� CPT. TILE �r6-g SHOWER 4211 H. LOW WAL HALF FLUSH FRAME 9'-4" PLT. HT. ATTENTION TRUSS MANUR; 1. 24 GL. STUDY TO FURRING FLU5H FRAME TRAY CLG. IN OWNER'S I ��6.8 LAUN, BATH T TO FURRING I FLAT HEADER SUITE 15 DOWN -FRAMED 8' 8" 9' 4" OWNERS BATH g1-411 V-411 l l -4 x10 -6 1 AT 8'-01' A.F.F. n 9 -4 FLAT CLG. CLG. `� CLG, 'J "' 9'-4" FLAT CLG. O CLG.. CLG. > a - -- - ��+ 1 PAVERS TM. M , OWNER'S ,SUITE ��" g1411 �� e�'' A�F, 4 O I 16 -0 x14 -4 I 6�6 CLG, \ti�� I F 9 -4 TRAY CLG. 9 -4 CLG. 5 a AIR HANDLER 5 r!bk ■ ■ ■ ■ ■ 1 I FLAT HDR 81 4 UPPERFLOORFLO R Gl.. 1 AT 4 -4 2x8 WALL 2x6 WALL FOYER WI§ J r - I I 5EE SECTION - - _ O ° x L 9 -4 51 r------- a 19' 4" SLOPING I 5 5H. CLG. 4 F AT C 2 5 OR 9'-411ARCHFROM INSULATE6_4` CLG. — _ — I CLG. CLG. I I 34" TO 8.811 BARREL ARCH �0 BEARING WALLS I G 64' FLAT CLG. FLUSH FRAME I - _ VO UME CLG. \ FROM 8'-011 �/ OPT. I SI TO FURRING �. R/5 I UP \ \\ TO $ 8 / / LT. 1 (TYP.) CIO STAIR DATA: r \ ■ ■ ■222222= 18 R15ERS AT LINE OF SECOND OPENING BEARING 36" H. I 11 " ARCH FROM FLOOR ABV. 36 N, NEWEL 138 EACH T.OM. TO UNDER WALL CONTINUOUS I RAILING POST 10.00" TREADS CPT. TILE 8' 0" TO 8' 8" \ 8%6 I I Q g'.41I 5 STAIRS GRASPABLE I 1 \ `gs INSULATE �` " 1 0 A—. 0 LANAI 50TT.OF LINTEL 9'-8"xl4'-4" AT V-011 AFF I 9'-4" PLT. HT. G.C. VERIFY ACRYLIC ON LANAI i T.OM. 1 5OTT, OF LINTEL 91 411 ■ ATB'-0"AFF. — - - - (1 ) T.O.M.9'-411 REFER TO SHEET 2A2 A.F.F.FOR MAIN FLOOR. PLAN DIMENSIONS STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2x12 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: �• AT MA50NRY/GONG, WITH 1/4" DIA x 3" TAPCONS AT 81' O.C. 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. (1611 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 0 AT CDNC.). ATTACH FOOT OFLOOR: AT CONC. WG 1/4" D A x 3A CONS AT 12" O.C. of AT WOOD ATTACH W/ 0,131 x 31/2" NAILS AT 8" O.C. TO TRU55/JO15T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3 1/2 1 TOENAILS EA. LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8 02 5YP, MIN, AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 012 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/21' R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0,131 x 3 1/2 1 TOE NAILS FROM EACH JOIST To KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: •a (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. a• 1/4" x 3" TAPCONS AT 6" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. to ATTACH JOISTS TO LEDGERS OR BEAMS WITH 6IMP50N LU526 HANGERS OR EQUAL. THE SPECIFICATION L15TED A50VE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 41' SPHERE CANNOT PA55 THROUGH. HANDRAI 5 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 A50VE THE LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE65 THAN 1-1/2 INGH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA yy yy yy T T T T ■ 51 RAILING I 301 UPPER , o c �A5OVE k /I I I I It 1 2 CAR GARAGE 61 2 STORY( I g1-411 (SE H. COUNTERTOP CABINETS (I It I 20'-0"x2O'-0" _ O1-- (SEE DETAIL ON THI5 9'-4 PLT. HT. I AA CLG. i CLG. SHEETS) 1I - It V03 GATHERING ROOM ° DINING KITCHEN 19'-6"xl 4'-0" TO 61-61110'-6"xl4'-O" 9'-4" FLAT LG. INSULATE9'-4" FLAT CLG, 9'-4" FLAT CLG. 35E2 I i BEARING WALLS LINE OF SECOND FLOOR ABV.I I I O p _o J KNEE I i ° � 51 �5 1 O I �I ■ I WALL I I RANGE 50 GAL, W.H. — — .1 T.O.M O1 I T O.H.C. roi - O.H.C. A.F,F. \� T.OM. 2 - 26 5H. TOM, T.OM, H.S. 9'-4° HD, AT S'-0" 9'-4° 9' 4° A.F.F. 42" H, 36" H. CONTINUOUS LOW WALL GRASPABLE RAILING 3/4" PLYWD. OPT. 8" TRAY CLG, BEAM DECKING IN MASTER SUITE LINE OF MIN. FLOOR � HEAD CLEARANCE SEAM FLOOR SYSTEM SYSTEM r _4 7 r 2x STRINGERS 36" H. 10.00" lJ - RAILING _ _ --I I" N051NG u <r (TYP.) STORAGE UNDER 2 T A 5 AN STAIRS UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER FB.C.R - 6TH EDITION (2011) R302.1 AND R302JI x RE D D Ira ? Ix RISERS (TYP.) NO N 11 TREADS AT 10.00" EACH STAIR SECTION' SCALE: 1/4" : 1'-011 a r� oc ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH R301 AND TABLE R301B PER F.5.GR - 6TH EDITION (2011). VENT HOOD AND MICRO TO EXTERIOR MAIN FLOOR STRUCTURAL. LEGEND 8" KO. BLOCK FILLED W/lU 05 BAR OVER 8" (D - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) 05 BAR IA - 8" KO. BLOCK FILLED WI(l) 05 BAR CONT. OVER 811 COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(I) 15 BAR, GROUTED SOLID. F�jl_ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U 5 BAR. 0 _ 8" LINTEL5 SHALL BE FILLED, BELOW 8" KO. BLOCK FILLED AND REINFORCED WI(l) "5 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. - PROVIDE (3) 2x6 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N LSTA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 "2 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH lU 51MP50N L5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 6'-011 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL S TO BE Fb=2950 PSI MIN, ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ, - RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 105 A INDICATES 2 S HATCHING LEGEND LOAD BEARING WALL LEM INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4J KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES SCALE: I/4' 11-0" GARAGE LEFT • x co N0) M °) I 0 '� r 0 cQi�M L�� L LQ. O=Fco E =00 tea►: (� co � NNW NO ON JOB NUMBER 28002.013 CAD FILE NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GPOVP 150 STATE STRES-.T EAST OUXMAR, RLORMA 34677 813. 925.1300 'rEL 813. 925. 1800 FAX W W WX)AVISBEWS.CAM TAMPA • ME %Vv ER — --a EST IW4 F — 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 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 C) �r■■' C) C) laaa— cmo 0 Olaaaaaaaaaal 1�aaaaaaa­ C) 0 2 on 5ot. • TI TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS r— L_. El IJ 'IV 52'41 9'-IV1' 131-SII fJ OE WC ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ as ■ ■ _, _ --� N �[ PORCH I s 2-6 3'-6" 0 12' 3'-.8�"; Ij 19'-f�" OLAUN, 41-I HALF TH STUDY 9 U' OWNER'S SUITE ��° 621211 2'- y°' ■ ■ ■ " ■ II� (TYP.) «b- r, • `— ---- ,- - - - - - L I - � 4'-511 FOYER 0� I M N- T ■ ■ ■ l � I all 3'-21/211 6'-31/211 4'-211 = ■ I � I II ll I GATHERING ROOMI DINING KITCHEN 'LANAI 2 CAR GARAGE K'1 I -Oil I I IG— II O I I 20-211 I II'-6" I I 134" � 81181, s M II--___— — —__� O O ' 'd - - —. .-_ —.._ ....— — — 10 REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES OPT. SERVICE DOOR 11-AI1 Y V 2G1-011 J /V 36'-A11 S1.611 QQ1-4o 651-411 -j51 /Jlp MAIN FLOOR PLAN DIMENSIONS - .GARAGE" ��f will x ro w C co M� o H� NMM y J r 03 L 6 Q • O C W F- 10O uJ ' �Qn zQ � NNW gig w ==:i!j • JOB NUMBER 28002.013 CAD FILE NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE ST'R.EE r FAST �1:,ORRIDA 34677 813.925.1300 TrzL 813. 925. 1800 FAX W W WDAVLSBEWS.COM TANWA • EXRWER. �a EST.1994- III rre VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O 0 ry 0 II� W Ili■.■. '. c 37 r)e rw 0 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS �c 2011 2411 3611 4611 Ln WINDOW CALL -OUTS ,IF - (D 2011 1818 F.G. 2018 F.G. 3018 F.G. 40181=.G. W = 2411 O 18201=.G. 20201=.G. 30201=.G. 4020 F.G. J 0 3611 1830 5H 2O30 5H 3030 5H 4030 5H z 4811 0 1840 5H 2O40 5H 3040 5H 4040 5H H Z 60" 3: 1850 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 1 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, cn uj WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER �— MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW USED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G-) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R - 6TH EDITION (2011), a a BEDROOM 2 13'-4"xl2'-8" 9'-0" FLAT CLG. ea REFER TO 5HEET 252 FOR UPPER FLOOR PLAN DIMENSIONS I 'V-PROVIDE 2030 TEMP, 5H. PAN AND DRAIN 24" H. METAL HD. AT 1'-8" UNDER A. STAND W.C. OPTS LAv. CPI'. B T2L�x6-8 Ag � 2 CLG. I I 11 M.C. M.C. FR BATH x 11-/All 3050 SH. HD. AT 1'-811 * EGRE55 1 1 REFER TO SHEET 252 FOR UPPER FLOOR A I PLAN DIMENSIONS I LAY. WG CLG `~ BEDROOM 4 13'-6"x11'-0" \ 2-Sx6-8 u 9'-0" FLAT CLG. \ LOUVER DR. \ CLG. PROVIDE .�--—�.�.- 4211H,PAN AND DRAIN1 L_ — LOW WALL UNDER A.H.U.(OPT. RAILING) 2-bxb-8 5-0x6-8 IW-011 CLG. DO I NO.2 I R/52-6x6-8 2-4x6.8 L— _. R/5(2) 2-bxb-8 —_— �.__ —-�117 36" H. 4211 H. 24" H. METAL %_ -tpR. 91.011 I �, CONTINUOUS LOW WALL STAND �.�� GRASPABLE (OPT. RAILING) 91"011 a CHASE CLG. RAILING CLG. l GAME ROOM LOFT BEDROOM 3 19'-10"x14'-4" 11'-0"x14'-4" 12'-6"x11'-0" 9'-0" FLAT CLG. 9'-0" FLAT CLG. 9'-0" FLAT CLG. �t 2 - 3050 SP. HD. AT 1'-81, --------------------------- UPPER FLOOR 5TRUGTURAL- L.EraEND - PROVIDE (3) 2x4 STUDS W1 lU SIMPSON HTT4 CONNECTORS AT BASE, ® - PROVIDE (3) 2x8 STUDS W1(1) SIMPSON HTT4 CONNECTORS AT BASE. PROVIDE 2-PLY 1.15" x 12" LVL SEAM NAILED TOGETHER W1 (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TU05 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 SYP BEAM W11/2" 05B FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U SIMPSON L5TAI2 5TRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD SEARING WALLS SHALL BE 2-PLY 2xb "2 SYP W1112" 065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6411 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 PSI MIN, ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RES15TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W1 ALT, ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 30, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE 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 F.5.CR - 6TH, EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209O PER FB.C.R. - 6TH EDITION (2011) R3122 UPPER FLOOR PLAN NOTES GARAGELEFf x 0 " N00 (0 0) 0 Nw L r It rA -/ 1, N ai Le�. �d. 00 00 2O0 3�E wQ� 0 zQ 49111, � (0 • JOB NUMBER 28002013 • CAD FILE NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GRtOVP 150 STATE STREET EAST OLQSMA& FWPMA 3*77 813. 925. L300 TEL 813.925.1800 FAX W W W.17AVlSBEWS.COM TAMPA • T581WER EST.1994- III 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 1. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVI EW ED 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 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY c.n Z C)0 O c) T� J C) 1�•IIIII�11•�� 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS NOTE: ROOF LINES CHANGE W1 ALT. ELEVATIONS, REFER TO ROOF PLANS ON SWEETS 35, 3C, 30, 3E, AND 3F FOR CORRE6"DING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS- SCALE:GARAGELEFf rrrrn.r K Nco M `/ of N� M� N `, cl) V S J ;9Lrn 6 L & •. 00 �- r- .r. Lan =0 (tT Z < d NNW • JOB NUMBER 28002.013 CAD IRLE NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 00 STATE S"T&MT EAST OLD8MAR, FWPMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • E>E:P Eli. EST .1994- 1 �111111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY r ZC) Ln W0 c) ne ne 0 c) 37 1 J C) 2582 • 77TLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 3/4" THICK NOTE: THI5 DETAIL SLOWS THE TYPICAL. THICKNESS OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO 5E PER F.B.C.R - 6TH EDITION (2011) R103.1J AND ASTM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.CR - 6TH EDITION (2011) R10312 AND A51M C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" _ 11-0" �c 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 A50VE 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 F.BJC.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FBJ;.R - 6TH EDITION (2011) R3I22 `���Illliiri��i • " My '44/Z co w 'o .. • co .. % 12 �•SNINGL� 12 '����� 1 i 1111 0 6� ROOFGC. VE Q6 SHINGLE Q6 ALUM NRMFOVER ROOF 2x6 SUB -FASCIA (TYPICAL) PLT. HT. PLT. HT. 4" BANDING (TYP.) I'-4" W. x 54" H. DECORATIVE STUCCO STUCCO FIXED SHUTTERS FINISH FINISH� I' 4" W. x 5' 0" H. DECORATIVE c, FIXED SHUTTERS SFH I 4" BANDING 12 12 12 (TYR) SECOND F.F. LINE �� SHINGLE �6 SHINGLE �6 ROOFROOSECOND F.F. LINE F T.O.M. T.O.M. all BANDING all BANDING COACH 6" BANDING LIGHT 41' BANDING TEXTURED _ E RED ❑ ❑ ❑ 6 TEXTURED It zn FIN15H FINISH a7 MAIN FF. LINE MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RA15ED SAND FINISH FRONT ELEVATION_ SCALE: 1/4" = I'-011 I K is N OD co Nh 't T ♦♦AA Y/ �MM 2 _j IL W r�A O =Fao O0 zz m M c�M • JOB NUMBER 28002,013 • CAD FILE NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL DSMAF , FLORMA 34677 813.92.5.1300 76L 813.925.1800 FAX W W WnAW%EW&CAM TAMPA • nENN/FPL EST.1994 H 111 III VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704,4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY L C7 0 C) Ln �r■r■I C rvoo 0 c) 37 • u�nl•wolo�nn•inruni�ln•�mo�r 2 on 501. I•.r•r�rlr�• • TII LE • FRONT ELEVATION DETAILS INCLUDED ELEVATION - "T11 RADITIONAL" 3S�1 GARAGE LEFT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING u- 3/411 THICK MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ, FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT, MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT, / 300 = 4.88 SQ, FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ, IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. \4:12 ------ ------------------- eI I 6:12 ----------------- I 6:12 6:12 I I � I I � j I yp I I I � I �e I I I I I I i '_ 6`12 t rill I I j I I I I 6:12 I I �Q L sn do lFt -- -----------I I MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS I I I W ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ, FT, I 6:12 0Z 6:12--------L- X 144 = 254 SQ. IN, i I I HALF AT UPPER 2/3 ROOF VENTS 126.96 SQ. IN. I I # UPPER 2/3 ROOF VENTS REQUIRED =1 j I TOTAL SOFFIT VENTILATION NEEDED 5 SQ, FT. I I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING ANp SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE65 IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIORLANDFRAMINGAPPLICATION REQUIREMENTFB.CR - 6TH EDITION (2011) R103.1.1 AND THICKNESS OF TEXTURED FIMEAPPLICATION TO BE PER FITION (2011) R103.12 AND ASTM C 526. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0' I � ( I I - I I � I I - I I ---------------- 11-/All TYR OVERHANIG ROOF AT NIP AA PLAN (UN.O.) WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 FB.CR 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2MO PER FB.CR - 6TH EDITION (2011) R3122 SCALE: I/V - 14 11 GIRDER 12 TRUSS -\ LINTEL 12 SECTION AA. SCALE:1/8" -- I'-011 12 612 Q6 GIRDER TRUSS Q6 GIRDER TRUSS 10 •: w d ua r 6 • r✓? SHINGLE 6� /SHINGLE 12 /'/ 01v ` r�a� IltI ROOF ROOF PLT. HT._ _ _ _ - _ PLT. HT. _ ZSTUCCO ZSTUCCO zSTUCCO FINISH FINISH FINISH 4 12 SHINGLE � Q6 SECOND_ FF. LINE 811 ROOF SECOND FF. LINE 811 !/5HINGLE O SECOND PP. LINE T.O.M. _ _ T.O.M. /TEXTURED ZTEXTURED /TEXTURED /TEXTURED 21-011 a, FINISH 7 FINISH FINISH FINISH MAIN FR LINE - _ _ _ _�l - _ _ - - _ MAIN F.F. LINE_ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/811 - 1'-/AR v 12 12 612 T G 6 SHINGLE SHINGLE ROOF PLT. HT. ROOF PLT. HT, zSTUCCO E'E STUCCO FINISN7 * *- FINISH SECOND FF, LINE_ /� 811 SHINGLE a4 SECOND FF. LINE T.O.M. _ ROOF T.OM. TEXTURED FINISH * `A MAIN FF. LINE TEXTURED d FINISH o, MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE:1/81' - I'-011 612 Q6 SHINGLE ROOF 12 SHINGLE 6� ROOF 12 ab PLT. HT. PLT. HT. -STUCCO TEMP. /STUCCO 12 SHINGLE 6; SHINGLE ROOF * «� FINISN7 pD �l � FINISH 7 /� SECOND FF. LINE _ ROOF 6 12 SII _SECOND FF, LINE _SECOND FF. LINE _ SECOND FF. LINE T.O.M. ��-- /TEXTURED cA -TEXTURED FINISH 7 ar FINISH 17 0, /_ [Till MAIN FF. LINE _ _III _ _ _ - - - _ - - - - _ _ MAIN F.F. LINE_ GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: Ill - 1411 INCLUDED ELEVATION - "TRADITIONAL NOD m 0 N� IA M n dJr LL -dQ•', 0 0 o 08 �E �mT <M z< J08NUMBER 28002,011 • CAD FILE NAME LOT 312 TB ISSUED 01- 05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE S'TR.EEr EAST OL.DSMAR• R DRAMA 34677 813.925.1300 TEL 813.928.1800 FAX WWW.DAVISBEWS.CAM TANWA • DEIVVER. EST.1994 �.-- 116 �11 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 I2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD IN FORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY Z 0 C) V) C) C:) l0000- � J O wlwwwrr�1111w,w�w�wllwwww� 2582 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 3��2 . . BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF 1SSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN gk BRG. 'HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT =ATH & EXT. FINISH 4DOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 �. WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING EXTERIOR FINISH i PER BUILDER i ''r ■ PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" L" I WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST P WEATHER RESISTIVE BARRIER SILL PLATE ��FL (SEE DETAIL B O 2 FOR OPTIONS) 5K 5� 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 FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLAWING HEAD FLASHING TIE-IN INSTRUCTIONS: 2 1 FLASHING 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING /-- 2X EXT WALL �-- FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703,4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS KTA x �a C U�0 o�a 0 J�I.� 0 '5 N N L GciL 00 LD 0' � 0� Ca U. 0 ro ta cy = J * m Doc�On Z cm • JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REMISED DAMS BEWS DESIGN GROVP 150 STATE S PLEET EAST OLDSMAP,MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.CAM T'AMI"A • DEIVVER. ES"r 1994 u�r•r•rw.rrw�wurnrr•irrr•mnr�i • 77TLE • 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 WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF- --,.,- JOISTS UNDER DECKING (SEE DETAIL WP07) ed WINDOW UNIT - DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH SUB�FLOOR �-- RIM JOIST SELF —ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD . THROUGH SELF. ADHERED FLASHING SELF -ADHERED FLASHING FLASHING, SEE FLANGED WINDOW (SEE,,- DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) / I BOTTOM OF THRESHOLD / SECTION -A (SEE / DETAIL WP02) ~ ° SELF -ADHERED FLASHING / NAILING FLANGE SELF -ADHERED FLASHING CO 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 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK "",Taal'/00/o WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING 6„ DIVERTER FLASHING M�N6„ DRIP EDGE FASCIA SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK — SECTION A EXTERIOR - SHEATHING 3/4"-l"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING CONT, GALV. "L" FLASHING PER TEXTURED, PAIL"'�" MANUFACTURES EXTER. WALL FI SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ,N : a`;�` :'? HOLD EXTERIOR N. A.++��`t °`' . a t a N t t N t : FINISH 2" ABOVE 3�rc: ,;�„o:tt t to t t t t to K, ti ROOF ANa 2t Y. :::a Ket vt ft •� :, n : iti at :� iti ri ;% w` it i� FLASHING iv A IN A 1 Ct a �.:• 11.1 :N 't "IN ° a 'll vN :: • :`,N �N ° • •: ;: ,N' iN �t is $: i:• M �5'� .t l.i: ilti�;, CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE \Ns� FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ Ti \ CONT. GALV. "L 7 FLASHING PER / MANUFACTURE; SPECIFICATIOM OVER ROOF ROOF MATERIAL PER SHINGLES W/ TF 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 SELF —ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER GE ° CONTRACT �`tO METAL DRIP EDGE 9�Ys, BE UNDER UNDERLAYMENT A- <<c`yF.y ROOF EAVES SST OJO//Q�'�'G L,�`Sti °°F ROO �/�,,Q 2 toe O R a ��c4PP TYPICAL ROOF TO �'� Oti o� �RS� �N sE RSE WALL FLASHING DETAIL 51N\ p1\ACIO R 3Rp �,00\0' c°�ygB RAKE METAL DRIP EDGE 22 29' TO BE OVER 5' 2 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS 7, FIRST STARTER SHINGL WATERPROOFING SHINGLE 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 NOTE: THE BUILDING PAPER AND ` METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/A" !`FMPAIT PI ACTFP OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED FI i *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING -KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1"BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH kDHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS 70 SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.?.S. x m 10 0 Jd �O 0 ��r`e 'A « r. Oc'n�c� rrrr L T N m � N .yUc� `r it GG� • 0 0 -0^ rrrr 0 co , t m l�n 00 Zd' JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED am rob DAMS BEWS DESIGN GROVP 150 STATE STR..EET EAST OLDSMAR, FLORMA W77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,CAM TAMoWA • DEIV VER. - EST.1994 � • TITLE • FLASHING DETAILS • S EET • l— C,I lRICAL <E� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.r. WEATHERPROOF DUPLEX OUTLET F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET r- — — — -1 r — - — -� �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH GFJGF. 14 FOUR-WAY SWITCH ' DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;i RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN Q, EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) E PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) IQ TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL.) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL - DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v � c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGP.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 ABOVE FINISHED FLOOR: SWITCHES.... 4211 OUTLET$ ....1411 TELEPHONE...1411(UNLESS A13V 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 MOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION R00MS, CLOSETS, HALLWAYS, 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 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED (W-1) b. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NP.PA 10, N.E.C. 2014, F.B CR. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (2) A/C DISCONK OWNER'S SUITE I <\ /> I I P�-WIR: • I I FOR •� FAN/LIGHT \ • • JOI \ SD LANAI STD. LIGHT I OPT. FAN W.P. GP.I. R -UP OWNER'S BATH of as CM SD AT bell • lo.(off ROUGH -IN / \\ FOR OPT. FAN/LIGHT / I 4 J GATHERING ROOM - LI MAIN DISCONNECT (METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY �11 it 1111 ;T VENT DRYER EXT. WALL STUDY !/ i HALF ROUGH -IN Opt BATH F� JGHT PORCH • � J I • • • � W.P. I r--- �--_ 10 CM SD CH DINING PENDANT / (VERIFY LOCATION) �aF WINDOWS 4/0 ALU. CABLE A/C DISC. np. 14 AND $12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL Me 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. PENDANT GP.I. AT 48" (VERIFY W/ OPT. LOCATION) I o I FOYER , RFOR aT 3a° KITCHEN GPI �I 1 G.C. VERIFY: LOCATION~_GPIZ CAR GARAGE F DISPOSAL SWITCH AT 4811 AND GP.I.OUTLET IS UNDER SINK CABINET E_IG .L ADV. UPPER o CABINETS �, qr '� � q► �_, �rl� q► qr VENT HOOD AND MICRO TO EXTERIOR A--- — — -- — AT 4811 IRRIG. Wl COACH LIGHT 1 COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT x ro w NW M 0 N� r M h N `.' :9 act Yq* .J T LL -d m 0 0�.°° .a. E �yM M zap • JOB NUMBER 28002.011 • CAD FILE NAME LOT 312 TB ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STR.F.ET EAST OWWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W DAV4SBEWS COM TAMPA • DENNfE _ EST.1994 N L W Q C:) C) Cole m 70� 1 0 C:) G N O MC) } J r • TI TLE • MAIN FLOOR ELEC. PLAN •4 EET • L CTfRICAL <"� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER k@� P WEATHERPROOF DUPLEX OUTLET F.�. GROW FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FG SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WAIL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE f WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;i RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL.) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CANON MONO. COMBO DETECTOR (ARC -FAULT) b TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT pHl ELECTRIC METER ELECTRIC PANEL -•� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.1) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISION, A4" 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, BLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED V-1) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NPPA.10, N.E.C. 2014, PB.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. PRE -WIRE \ FOR FAN/LIGNT // BEDROOM 2 '��j�/i RDUCsH-IN "Y FOR OPT. —� FANLIGHT GAME ROOM I La -m LOFTFOR `� PRE -WIRE / FAN/LIGHT BEDROOM 4 /� PRE -WIRE / FOR FANLIGHT MNT- I 1771 SD BEDROOM 3 I� / /F> PRE -WIRE \ / FAORN/LIGHT </ J ---------- 7_11 G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD \ I � I ---------- -----7 K m w I- N w O Nr .� j� N LL L, �• a . 0 O =F00 EOM �N 3�E r T " vi • JOB NUMBER 28002.013 CAD FILE NAME LOT 312 TB ISSUED 01-05--18 REVISED DAVIS BEWS DESIGN GROUP W STATE STREEL' EAST OL,DSMAR, FL,ORAIDA 34677 813. 925. IL300 TEL 813.925.1800 FAX WWW.DAVISBEWS.0 OM TAMPA • DEIWSR. EST. 1994 � Z w Q Y C)C:) � m oC C:) � I-- CW O C) Q 0 1 r 2582 • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. 48 GARAGE LEFT FLOOR TRUSSES ROOF TRUSSES_ )1 4)14" x 2 ua FRAMING FASTENER CAPACIT'' LEGEND 51MP50N MT5MI6, 20 (1 0d w/ ( / P 12 SIMP50N HIO - (8) 8d X 11/2 (TYP. 5YP FRAME) FRAME TO MASONRY) �2 5IMP50N METAIS-40 - (1)10d x 1-112" (TYP. FRAME TO MASONRY) @ 51MP50N MT612 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) 0 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 l/4" TITEN (TYP. 14 51MP50N L5TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) Q SIMPSON LTT205 - (10)-10d + 1/2" x 10" A.5 (TYP. FRAME TO 15 5IMP5ON HT620 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FR'9 ALL-AROUND) FRAME ALL-AROUND) 5IMP60N HETA20 - (9)-10d x 11/2" (TYP. SYP FRAME TO 16 51MP6ON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) SIMPSON HTT4 - (1) 5/6" d1a. A.B. + I5-16d BOLT IN SIMPSON SET 1 (2) SIMPSON MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 511(MIN,) INTO CONCRETE OR MA50NRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 5IMP50N HT520 - (24) ICd 11/2" AT EA. STRAP (TYP. 5YP FRAME O SIMPSON MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY KO. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2-PLY 19 5IMP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRUSS HEEL TO MASONRY)(39650) 5IMP50N MGT - (1) 5/6 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 2,a (3) 6IMP50N HTS20 - (24)10d 11/211 AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MA60NRY KO. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) 5IMP60N MSTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ®SIMPSON LGT3-SD5 25 (12)-SD51/4" x 2" INTO GIRDER AND (4) 3/6" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRUSS HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES �g `IMPSON HTTS - (1) 5/811 DIA, A.B.+ 26-16d BOLT IN SIMP50N SET `-'EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 2 5IMP50N HTSM16 - (8)10d w/ (4)1/4x21/4 TITEN (TYP. 5YP FRAME TO MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 1� SIMPSON HGT-2 (2 ply member)-(2)3/411 DIA, A.B. + 16-10d EMBED A.5. 25 5IMPSON M6TCM40 W/ (14)-16d SINKERS AND (10) a" x 2 " TITEN INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET SCREWS EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 26 5IMP50N M5TCMb0 W/ (26)-16d 5INKER5 AND (14) " x 2 " TITEN it 5IMP60N HGT-3 (3 ply member) - (2) 3/411DIA. A,B,+ (16)10d EMBED SCREWS A.B. INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) NOTES: 1. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 6IMP50N STRONG -TIE CATALOG (C-C-2015), AND AIRE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 16 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU65 DE61GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'5 INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTEP O HERW15E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMP50N META20 (AT EACH TRU55) W/ (1) ICd x 1-1/2" (UNO.) 2: ALL TWO STORY MASONRY /� TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. X, 9 / 10d x 1-1/211 (FFSEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (UNO.) 3. ALL FRAME TO TRU65 CONNECTIONS TO BE 5IMP60N HIOA W/ (18)10d x 1-1/21' OR 5IMP50N HT520 W/ (24) ICd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 5IMP50N MSTCM60 MAY BE 51,155TITUTED FOR ANY HTT4 CALLOUT WHERE THE MBTCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY St=ECIf=IG,ATION FOR LEDGERS (THE FOLLOWING SHALL AF'PLY 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: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD 0611 O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 18 NOT AN ACCEPTABLE: SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12'' O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 8D525600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO), ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 1211 O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 8I5TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE: WALL IN LIKE: MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W1 (4) SIMPSON 50825600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C O / C2 - U/H C28-3 MAY BE USED FOR Y OR 3 HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 101916 INCLUDED TRADITIONAL ELEV. W/ GAME RM. TRUSS STRAPPING PLANSTR GARAGE LEFT x 0 N00 p N� 1 V T N M C9 ezoLW L• 00 100 3�E 0M NOT a01 FREWSED 28Q02.013ME LOT 312 TB 05-18 BEws DESIGN GROVP 150 STATE STREET FAST OLL75MAR, F1:OR,IDA 34677 813.925.1300 TEL 813.925.1$00 FAX W W W.DAVLSBEWSC.OM TAMPA + L?1='1V VE'.R EST 1994 111 In 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 RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY c C) �. O0 J ■ + DAVIS 2582 • TITLE • TRUSS STRAPPING .PLAN • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: n n u FRONT ENTRY AND LANAI. CEILINGS TO BE 1/6STUCCO OVER 7/16 OS8 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A 4 VALIDITY OF THE COMPONENTS, VI AM N DELEGATED ENGINEER FOR THI5 PROJECT A5 SUCH 15 RESPONSIBLE FOR THE VAL D EPRO DED. FRAMING G LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 M,4NUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THI5 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'5 COMPONENTS 6 THI5 TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU88E5 TO BE DESIGNED U51NG THE MOST RECENT TPI CRITERIA. TRU55ES TO BE HANDLED 4 INSTALLED USING MOST RECENT 5C51 RECOMMENDATION5. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5G51 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 5U5JECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET, PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE-5TRE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS 5HALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE-CA57' LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CA5TCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, 5HALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE55URE6 REQUIRED BY THE SEALED PLANS. of NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY OR A5 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED -a 16" O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST 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 •• APPALTLOCATIONS E AN WrHER� THE FLOOR SYSTEM BELM" IS NOT OW THE GU4RDRAI 1NG USED OR 6 PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2'' NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "51STERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY •• SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" D.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 1/16" 085 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5PI CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0,131 X 3-1/2" NAILS 5TAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT 5TUp WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL AL50 APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALL5 THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP 'PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2." TOE NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THI5 PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOM 5 W1 HA ITA15E ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE 11ACCSTO B 1/2" DRYWA • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32'' 085, ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R905.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.1. • TILE UNDERLAYMIZENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE 5ELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT 5PAN5 THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS, HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2'' DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 6 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.S.C. CRITERIA OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHET(G FINISHES SHALL BE IN5TALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A6CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RE5PON515LE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/6OO IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLA5HING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.I. I=LORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (Tl"15 402/ACI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE--1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION, 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. I1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.e. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSI= FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS, 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi -S 28 DAPS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4.13, USE 0.1510 BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1, MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MA50NRY STRUCTURES (ACI 530RASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO. THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN.- 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2, GENE:R L. SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS f'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.ro, GROUT SHALL COMPLY WITH ASTM C416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 19DO PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6, COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. E'a-t. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. F.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "RE:Q'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530445CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/61, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/0'7, AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 645, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED ID BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER, 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED w 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 022 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 'p2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 6 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 6 4'-0 O.G. MIN.. 6.3.�. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2, 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, -1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN. AT TILE USE MIN. 15/3211 THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN, SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE M05T STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24 MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS - GENERAL STRUCTURAL NOTES (CONT.): 6.1 ALL. NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.5 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C61 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING -1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10'' A.B. -s 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 Q 24'' O.C, MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE 'a 24" O.C. AS PER DETAIL 'F'/52. BLOCKING DEFINED (THEN.o) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED A5 A GENERIC TERM. THI5 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (5) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.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 5HALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AN12 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 TRU55 WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT 5HALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE 5HALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN5FERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS 5HALL BE INSTALLED IN THE 5AME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOGKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS GHORD BEING BLOCKED, AND 5HALL 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 5TRAPPING, BRACING, AND 5UPPORT, U.N.O. FICATION FOR 5UCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UNO.) FOLLOWING PP Y O ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE NRY/WOOD FRAMING, IF 2x - ATTACH TO 2x FALL SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/5" DIA. A.B. INTO THE SIDE OF FILLED MA50NRY ATTACH TO MASONRY w/ I/4" x 3" MASONRY ORS 6 12" D.C. w/ MAX. 6" FROM END OF BUCK SHALL HAVE A MINIMUM EMBEDMENT OF 5" 2x WINDOW BUCK 4TTACHMENTJ • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLA55 SHALL LIMITATIONS (THE FOLLo G SHALL -APPLY UN,O) HAVE A MINIMUM EMBEDMENT OF 'I" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN 5ET • VORTEX ENGINEERING, LLC. HAS CHECKED THE 5HALL CONTROL, ATTACHED DESIGN FOR ITS STRUCTURAL WITH SECTION R301 OF THE • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 BUILD(COMPLIANCECO 15FLORIDA BUILDING CODE, RESIDENTIAL 6TN ED., AND 15 NOT AND DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, NOTATION TO USE SAME. AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. 5PECIFIGATION FOR LANDING5 4 5TAIR CONSTRICTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED - so MASONRY/GONG. WITH 4" DIA X 3" TAPC0N5 AT 8" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC). of WOOD WITH (4) 0.131 X 3�" NAILS AT EA. STUD MIN. (16" O.G. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE 514ALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• CONC. W/ "" DIA. X 3" TAPCONS 0 12" O.G. •• WOOD ATTACH W/ 0.131 X 3�" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0,131X3j" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. 0 16" O.G. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32'" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0,131 X 3�" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: �•• (4) 0.131X3�" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. +•• 4" X 3" TAPCON5 6 8" O.C. STAGGERED 6 MASONRY/CONCRETE ATTACHMENT. •• ATTACH J015TS TO LEDGERS OR 5EAM5 WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED 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 FBC TABLE R301B 4 5ECTION R312. CONFLICTS (THE FOLLOWING SHALL APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 141 MPH • REGARDLE55 OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 109 MPH THE PLAN 5ET, EXC PT AS INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHE E THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURERS SPECIFICATIONS, THE M05T STRINGENT CRITERIA SHALL APPLY. MAX. MEAN ROOF HEIGHT 30.0' TWO STORY ( ) • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT ]DIRECTIVE SHALL CONTROL. ROOF @ 10 SOFT + 28.8/-117.9 PSF D I5CLAIMER @ 20 SOFT + 26.7 /-109.8PSF (THE FOLLOWING LY U.N.O.) @ 50 SOFT + 22.5/-100.1 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SQFT + 20.4/- 92.4 PSF FIELD AND REPORT ANY D15GREPANGIE5 TO THE ENGINEER PRIOR TO 5TARTING ANY WORK. WALL @ 10 SOFT + 50.0 - 67.0 PSF ANY GHAN6E5 TO THESE PLANS, RE65ARDLE55 OF @ 20 SOFT + 46.6 /- 62.7 PSF HOW MINOR, WITHOUT WRITTEN, 5EALED APPROVAL @ 50 SOFT + 44.9/- 57.2 PSF OF VORTEX ENGINEERING, LLC, OR ANY @ 100 SOFT + 42.4 - 55.5 PSF CON5TRUGTION EXECUTED FROM THESE PLANS @ 500 SOFT + 37.3 - 41.5 PSF WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.6/- 49.7 PSF LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERE5TED PARTIE5 IN THE PROJECT. IF BOUND 1 Q' WIDTH + 43.9 /- 49.2 PSF 5PECIFIGATION5 ACCOMPANY THESE PLAN5, THEY 12' WIDTH + 43.2 /- 48.6 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42 2/- 47.8 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 DIMEN51ON5 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 CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES ��Illl�rrr 4 y , V • ¢ a Z a p a. • iJ.1 a O•a/� Z e C� .^ -4f, •... Iili ItAW 0 Zoo oc - 0 ¢ LU0 w 0ZOO 0 wFzz �+ w�F„ I=-�OQa W 30� Ow0E-VD '.- wZo_+ i217 20=cc x2Z5 82=c z 7_aop zv u¢10-0 Ln w xZ w iW�xzw O O -4OLG L.L EzM=,' Uzi W -i v=WOZ w >.w O V IDZQ�vJi w pC LL ❑ ca zz wC7ww= w_! w¢ Q Z = w z z H Q Q LIJ � W = ¢ gy m CL LU V) M .0 I.W.. LJ I M Z ❑ M N N _Soo _ W 1= p 00 M Uj W N d Z w O et 00 W N Zu-�Q Y w Z X M 0 r W Q � 0000 U Li WZ d 0 > 1Z Z 0 U, 0 Z> 0 -..11 DATE m1-�3-IB SCALE NOTED DRAWN MK/POK JOB - content: Structural Notes Sheet number: 1 141--30 PRE- ENGINEERED WOOD 12 TRUSSES 0 24" O/C UPLIFT CONNECTOR (SEE TRU55 (TYP.) 5EE ELEV,SHEET FOR SCHEDULE) 51MP50N 5P2 9 EA.5TUD ---'' 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.F.F. 70P PLATE 2X4 PT STUDS w 16" O,C. OR CRICKET AS (1)2X4 PT STUD a 24'' O.C. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP _ CARRIER/GIRDER TRU55 -_ SIMPSON SPl 6 EA. STUD ; MAIN SPAN ROOF TRU55 2x4 PT, BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMP50N META20 ID EA.5TUD M016TURE BARRIER 8"X8"X16" K.O. BLOCK WA *5 CON , .: ' (1)05 VERT. IN CONG.FILLEp CELL 4 FILLED W/2500 PSI GROUT W/ 5TD, 90' HOOK IN K.D. BLOCK d\ d , I < JA ° ;"32-1/2d05e2-1/2" °'Ip A 41e3-1/2" d4. d d a 14 d $ e' I' 4. j LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR 81ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE I.CII Il "61j *3 I US 4B11 1/2 �li 211All 4" 4B1/2 9 1/4 04 21/2 6 91/2 20 3" 6 121/2 21 05 3 1/8 '1B II 3/4 25 3 3/4" '1B 15 1/2 26 "6 3 3/4 9 14 30 4 1/2" 9 151/2 35 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 11 3/4 53 8" 12 24 3/4 74 9" 13.5 28 95 WATCHING LEGEND NOTE: At 2x6 WALLS USE SPH(o INTERIOR CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. F Kneewall Above MasonryWall Detail NOT FOR USE IN THE I�VNz �DADE, BROWARD) FLOOR (4) 106 NAILS INTO DBL BEARING WALL (W/ UPLIFT) AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF S-1 SCALE: NTS TRUSS BRIG. TOP PLATE TRUSS BRG. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN Rebar Lap,Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMPSON SPl'5 ON EACH SIDE OF STUD To II II J BOLT W/ NUT 4 WASHER (REFER TO S 1 SCALE: NTS NOTE: BOTTOM PLATE 4 SIMP50N DOOR MANUFACTURERS INSTALLATION C I G LEGEND REGARDLESS 5P2'5 ON EACH 51DE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. STUD STUD TO TOP PLATES. U.N.O." REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE 5PH6 INTERIOR LOAD (SEE PLAN FOR PLANS, WALLS THAT SUPPORT TO TOP PLATE w/ 51MP50N 5PH4 w/ SEE TRUSS SHEET FOR CELLS SOLID ` UPLIFT CONNECTOR (SEE TRU55 SHEET CONNECTORS IN LIEU OF 2x8CWALLS 8 BEARING WALL (W/O UPLIFT) SIZE) SYP 2x4 MIN. STUDS 6 16" O/C ROOF TRUSSE5 12-106 NAILS ADDITIONAL STRAPPING ° • a NOTE: "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) A7 USE 5PHRS CONNECTORS IN LIEU OF EITHER DIRECTLY OR � COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. INDIRECTLY a1 GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE --`�f (1) SIMPSON 5PH4 W/(12) 10d FOR WALLS LARGER THAN ARE TO BE PLAN FOR) 5YP 2x4 MIN. " I " DIA. 8 MA A7R24 ON 9 ARCING COMMON NAILS EA, STUD 2x8, USE 51MP50N 5PI'S ON 1/2" DIA. x�8'" GARAGE t0 HOUSE WALLS, BUILT AS INSULATE PER GALCS/5PEG5 16SIZ x 8 TITEN �' 24 TRACK/BRACKET 9 FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD EACH 51DE OF STUD TO 1/2" GYP. BOARD TITEN D O.C. MAX (SEE IN5ULATE PER CALC5/5PEG5 BEARING WALL W/UPLIFT O.C.pIA. O.FOR A MAX. UPLIFT OF UPLIFT 1500 LBB. ON EACH TRUSS FASTEN PER MANUF, 5PEG5• MIN, AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY P2'5 ON EACH SIDE OF 2X S,Y.P. *I SCUDS 6 16"O.C, STUD TO TOP PLACES, FOUNDATION (1) SIMP50N 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" pIA, U.N.O." PLAN FOR LOCATION OR w/ 12-10d NAILS EA. STUD (STRAP TRUSS PAGE FOR LOCATION ARE MIN, STANDARDS, MORE STRINGENT Gara a Door Attachment Detail "J" BOLTS 4 WASHERS 2'-0" (MAX.) INSULATION OR PER ENERGY OR EXCEPTIONS) G CRITERIA PROVIDED BY THE GARAGE O.C. CENTERED ON WALL. CALC5./5PEC5. EXCEPTIO 5) PT BOTTOM PLATE NEEDED ONLY W/ROOF UPLIFT) PT BOTTOM PLATE S-1 DOOR MANUFACTURER SHALL SCALE: NTS CONTROL, U,N,O." (REFER TO FIND 4 FLR PLN FOR WALL THICKNESS) CONT, 2X PT SOLE PLATE /� 01 -0u ea ••Zr__7j-4=;_;Z:7F eQ. •m' •,' ' _ 0 D5L 5YP TOP PLATE 4"GONG. SLAB. SEE (1SIMP OAILS EA, STU02) 106 FOOTING SEE I I ' IFOOTINGS EE FOR WOOD FRAME WALL TO ,.---OUNDATION FOUND. PLAN FOR PLAN FOR 1= _ - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. SIZES MORE INFO. -I =� I Imo, FOR SIZES 4 MORE OCCUR A LINTEL USE 1/2" x 6° SP4 � TOP EL V 0'-0" TOP OF SLAB _ INFO. THREADED ROD SET IN ; , :. : • : • ; . �. • "' Load BrnoInterior Stud Part. Detail c Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. ..�...._ __ - ° ,• ,. SCALE: NTS $-1 Wlth Uplift lft pLIJ SCALE: NTS 2 X S.Y.P. STUDS 6 16" O.C. - U.N.C. ti.:• v' ` • } �� ;~ �... •^ ' �a•� SEE FOUND. PLAN Rs-' Without Uplift °Or�aaTioNPLAN FOR LOAD BEARING OR SIZES 4 MORE INFO. a':'.; _: ` :;';•" CLEAN 4 COMPACTED SOIL. TILE ROOF - SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD (95% MODIFIED PROCTOR PER A5TM D651) R MORE INFO, FASTENING TO BE AS FACTURERS SPECIFICATIONS, 12 SEE TRUSS 24 O.C. 8 C, M. U. Gara a Wall Section Brn Wall OR TO PROVIDE MANUF. ATION TO INSPECTOR s TIME OF FIN5PECTION. (TYP) ELEV, R-38 INSULATION OR PER ENERGY CALC5. 10 x I/2 DIA. J BOLTS 4 WASHERS 1" X P.T,STUD @W/Uplift SCALE:NTS IF SHINGLE IS USED,� 2'-0" O,G, (MAX),(MAX) , N wo VERT, IN FILLED MENT TO COMPLY WITH FBGR 905.2.7. META20 UNLE55 NOTED OTHERWISE SEE CENTERED ON WALL CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR .0 000 BRNG. OR GARAGE 1/2" DIA x 6" FLOOR ELEVATION VARIES BRNG WALL TITEN HD TRU55 (4) 10d NAILS INTO DBL Em,`. BRG TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT I/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT, 24" O.C. IF �' EXTERIOR FINISH 1/2" GYP. BOARD TYP, SEE NOTE ON N-I PAGE FOR GARAGE •' ELEVATION PAGES FOR 5OFFIT/FASCIA DETAIL WITH UPLIFT. ° (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD APPLICATION VARIES SEE ROOF PLAN -,`LL''�.�" -p-°'-' ' a. �' �,'�.-, b. b '. GRADE DIA. IIJII BOLTS WASHERS 0 4'-0" O.C. , °y ° ° ° °° ' p =�—'1'r (MAX.) CENTERED ON 2X S.Y.P. #I STUDS 16°O.C. Ix2 Pt NAILER S"x8"' K.O. CMU BOND BM. w/ I - "5 BAR (1) SIMP50N 5PH4 °• e ' ^ • ' °• b °' _ (—�_- WALL. (REFER TO FND 4 1/2" DRYWALL CONT. (MIN LAP = 25") GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. TYP. . ° ' . ° ' > •' °d " ' p' •,e ° "b II I. FLR PLN FOR WALL THICKNESS) INSULATION OR PER ENERGY . ° CALC5./SPECS. REINF. VERT. WALL RE 8"x8"' PRECAST CONCRETE LINTEL 6 ••a• °• ° • •, ' �° •" � _ I �- CONT. 2X PT 50LE PLATE EMBED ACI 5TD. HOOK WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE FOOTING SEE "° '', �• ° '' .°' .a' I — (— 4"GONG. SLAB, IN BOND BM. "5 BAR FOUNDATION PLAN FOR _ = I SEE FOUND, PLAN PRECAST GONG SILL SIZES 4 MORE INFO. I I_— — _ I (— _— -- _ I I I— I FOR MORE INFO, EL Y 0'-0!' TOP OF SLAB CURTAIN NAILER PT Ix4 -9 WINDOWS 4 S.G.D. _ _ _ -I � 1—I I— =1 �; III—III=III= I I- I , °' '' �:•:' :: ' . y: S BAR VERT. WALL REINF. CONT. NOTE: Q - - - --- : "` TO BOND BEAM. EMBED ACI 5TD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS ''•�'•"� • WINDOW W/ SCREEN HOOK 6" IN BONA BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE "'d.' "' '"' " "" ''' SEE FOUND. PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 51MPSON 5P1'S ON EACH SIDE OF SCUD TO BOTTOM PLATE � SIMPSON SP2'B ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." � FOUNDATION PLAN FOR SIZES 4 MORE ' • � : `' " ` ; Ix2 PT FIR STRIP a 24" O.C. S"x16" G.M.U. PER ASTM C-90 (TYP.) FM=n00 P.S.I. (MIN.) W/ TYPE M OR INFO. • • : • "::::° CLEAN 4 COMPACTED SOIL. (96% MODIFIED PROCTOR PER A5TM D1557) 5 MORTAR PER A51M G-2 10 Ix4 PT BASE NAILER INSUL. PER CALC5. 4 SPECS 411CONG. SLAB. SEE FOUND. PLAN ELEV 0'-0" TOP OF SLAB FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. ° 5/8" CEMENTITIOU5 FINISH PER o Typical Ext. MasonryWall Section FBGR 103,6 �7 SCALE: NTS CMU WALL-5EE PRE -FORMED CONTROL JOINT PLAN 4 SCHEDULE CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE BACKER BAR AT MAX, PLAN FOR SIZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail S 1 SCALE: N.T.S. NOTE: SEE N-I FOR ADDITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I, 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 46" O.C. IF RE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS K Gara e Wall Section Brn Wall $-1 W/O U p I i ft SCALE: NTS 1/2" GYP. BOARD 2X STUDS 24 O.C. low SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS e PER ENERGY 48" O.C. OR EQUAL CALC5./5PEC5, CONT, 2X PT SOLE 4"CONC. SLAB. BEE PLATE FOUND. PLAN FOR MORE INFO. La EL V 0-011 TOP OF BLAB ::: SEE FOUND. PLAN FOOTING BEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER A5TM D1551) Garage Wall Section Non-Brng. $-1 I SCALE: NTS 10" MIN. • • ..: x. '; : ,, ..' r•:� K.O. CMU BOND BEAM EMBED ACI 5TD, HOOK IN ` BOND BM,FT ' , BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. GLEAN OUT EMBED ACI "'d .� 0'-0" FINISHED 5TD. HOOK ,, IN Ir FLOOR FOOTING • . •` •. ° , • ° '` FOOTING SEE FOUNDATION r. PLAN FOR SIZES 4 MORE INFO, rL-,�Masonry Wall Reinforced Cell Detail 8.1 SCALE: NTS �151WR EMBED ACI 5TD. HOOK IN BOND BM. Sx5 K.O. CUM BOND BEAM w/ 1- 15 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. 05 BAR VERTICAL WALL REINF, GROUT CELLS SOLID SEE PLAN FOR LOCATIONS �5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT 5TD. HOOK IN FOOTING 4 0'-0" FINISHED r FLOOR FOOTING SEE FOUNDATION PLAN .."4•Y 4 'S d J' • a'' FOR SIZES 4 MORE INFO.. • "• :1 z K.O. CMU BOND BEAM >g U In 0 Lanai/Entry Detail SCALE: NTS . � BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) VERT. WALL REINF, O5 BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) Masonry Transition Detail S 1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR GIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF s USE 51MP5ON 5E HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEph' 5" 51MP50N SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB 0 NOTE: ISSING DOWE 5: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR M15TAKENLY ELIMINATED, REPLACE DOWEL At PROPER LOCATION W/ GRADE 60 05 BAR, INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 8IMP50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL, • MISSING TRUSS ANCHORS: TRU55E5 WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON HT5M16, MAX, CAP 15 1115. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail SCALE: NTS TOP TIE BEAM - 05 VERT. CORNER CELL FILLED W/ CONCRETE L 05 LAP L--CONT, 05 25" LAP R Corner Continuity Detail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, 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 �` •rwwwwwrrr + /l%� YY • ` r Y 0¢ 0 a W I- =•-ZOZ oC W Z Za<Mo t, � fps~ ~20=a p n. 3Szzv U ao ° »¢z Q w CV J w =zz00 z p�cg�z (~ ¢FOo v�u�Oacc� � Qcc z CJ�-ha=ZW O O F.. S O F- U- /- iy W W W d. ado Wp[ ¢ w .—I W wo3o wz�a z_¢F o YVzz wC7 'y'W WwgWfLr' "L Cr �cWcwww ='¢ate - 0 CG 4w N o o ¢ C3 U M O M LD M Z w �- M to m N W1- ao p0000M W '�� d G7 u.lN Ln Z w O d 00 J O (� LJ_ < w Z m0 Goa LJJ U X C 00 Q LA z IP W cN a 0 c) 000,0 U, 0 � pppyy�M V DATE SCALE NOTED DRAWN MK/POK JOB _ Sheet content: Structural Details Sheet number: 51 SHINGLE / TILE ROOF 12 PRE ENGINEERED WD TRUSS 24" O.G. - SEE ELEVATION SEE PAGES FOR MORE (TYP)l ELEV. INFO. FASTENING TO INSULATION PER ENERGY CALCS. BE AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO HURRICANE ANCHOR a EACH TRU55 SEE PROVIDE MANUF. TRUSS SHEET FOR MORE INFO. DOCUMENTATION TO INSPECTOR a TIME OF ELEVATION VARIES INSPECTION, IF SHINGLE 15 USED TOP PLATE UNDERLAYMENT TO COMPLY WITH FBCR 905.21. 010 1/2" GYP. BOARD SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION0000 VARIES SEE ROOF PLAN DBL. "2X" TOP PLATE W/ SIMPSON 5PH4 EA. STUD WK12) 10d SEE FLOOR PLAN FOR EXACT NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER PER HDR WINDOW SEE FLOOR PLAN FOR SIXES DETAIL 11J/62" GYP. BOARD RETURN TRIM VARIES - SEE ELEVATIONS "2X" SILL 1/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL BOLT a 24" O.C. PER SCHEDULE, MIN. 4" CONC SLAB 2X PT SOLE PLATE SEE FIND. PLAN — — ELEV 0'-0" TOP OF SLAB FOOTING SEE - 4. .a ' FOUNDATION PLAN FOR SIXES 8 MORE INFO. A�Twical Ext. Frame Wall Section SCALE:NTS dO 26 LEDGER W/" 2x8 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.B. NAILS a EACH STUDS PLYWOOD PAST R.5. NAILS a EACH STUDS FLOOR TRUSSES PRE-ENG. 0WOOD FLOOR TRUSSES HANGER TO PRE-ENG. BE SIMP50N PRE-ENGINEERED WOOD ROOF WOOD ROOF LA LSU, OR TRUSSES L55U MIN. TRUSSES PLYWOOD TO 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.B. INTERIOR EXTEND TO BOTTOM OF WALL NAILS a EACH AREA FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 R.B. NAILS a LAYOUT EACH 5TUDS-. LOCATION) ,,,_ WITH FLOOR TRU55 WITH FLOOR TRU55 Ledger Detail 4�Typical $'Z SCALE:NTS 2X4 GRO55 BRACING a 48" O.C. ON TOP OF RAT UNS 4 2X4 RAT RUN RUSS PAS BRACING a 48 O.G. ON TOP OF BOTT. CHORD FOR 4 TRU55 WOOD TRUSSES SPANS ATTACHED W/ 2X4 BLOCKING a - 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x R.B. a EA. TRUSS 3 1/2" R.S. JOINT TOENAILS 3 EA. END 1/2" HIGH STRENGTH OR 5/8" GYP. MA50NRY WALL :.:.:+:. HETA 12 a 24"O.C. 2x FRAME WALL �Ext. Wall Con. a� Non -Load Brng. Location SCALE:NTS DORMER ROOF BY TRU55 MANUR OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING - WITH 4-16D COM TOENAILS a EACH END 16da6"O.C. POCKET SLIDING DOOR. FOOTING SEE FOUNDATION PLAN FOR 51ZES E MORE INFO, PAVERS OR 4" GONG, SLAB DoR1iR RooF DY �itu,lsa M~ ,/— i EACH TNM TIT. LOAD OLARMQr WALL C "T: 2"x4" * 1160 OjM (&MOLE DOtT. I•LT,, DOUDLE TOP PLTJ UN 6"DoON on * BTUD TO TOP PLATE. am STUD TO DO" CIM PLATE■, OR 11GUALS. PROVIDE 81MP*ON M%* AT DOTTCM PLATE TO OL CCKMGt DELOW (24" OJW ROOF Tfw" DY ROOF TII M M~ TYP 2"x4" OLOCKNO AT 24" 04% MEOW 61DE 11LL4L.I — 6L#V0MMGi 11WOM ATTACH W/6ff- P&)N A94 OR E AT EACH 00 TYP. GWV4 N L&TA12 AT EACH BTUD TO �DLOCKJNla f y�� -i x4N BLOCK NG UTH 4-*P COM TOENAILb 2)(2 WITH RADIUS CUT TO DE6IRED I°l1101"ILL. sbu "YL DMWN w9cui w MIK •LACK TR119t3 2X BUCKS ATTACHED W/ -- 1/4"x 3" TAPCONS a 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5. OPENINGS. 2X MEMBERS ATTACHED--- W/SIMP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS, IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. • EACH END 0 END WALL TP•�Y��l• LOAD 0^0� WALL ISCi. MOTT. PLT. IF 2X ATTACH TO CMU SIMPSON MTSIS . EACH TRUSS oft PLTa w/ 1/4"x 3" TAPCONS 6 U II L51MP50N L5TAI2 a EACH V STUD OR EQUIV. ROOF TRUSS BY ROOF TRU55 MANUR TYP. LOAD BEARING WALL CONST, 2"x4" a 16" O.C. (SINGLE BOTT, PLT., DOUBLE TOP PLT.) Misc. Dormer Knee Wall Attachment Details SCALE:NTS SCALE:NTS SEE TRUSS SHEET 2x TOP PLATE /'� 51HE TRUSS SHEET FOR STRAPPING CANT, / FOR STRAPPING nnnncA I/16" MIN. A.P.A. RATED SHTG. PRE-ENGINEERED ROOF TRUSS. 2X 16 O.C. 4 2x BOTT. PLATE CONT.---_.—� 1/4"X 3 1/2" —� MA50NRY SCREW PRECAST 8" D.C. 0.131 3 1/2 "__/ CONCRETE x 4" O.C. LINTEL. SEE FLOOR PLAN POCKET —� FOR MORE INFO, SLIDING DOOR. 4"CONC. SLAB, SEE FOUND. PLAN PAVERS OR 4" CONC. ° SLAB PRE-ENGINEERED ROOF TRUSS. -PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO, NOTE: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, 01 GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTHS GREATER THAN 2x4, "2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 12 GRADE. U,N.O," 41CONC. SLAB, SEE FOUND, PLAN CMU WALL BELOW -(ANGER TO ' ° b d ° 4 4 BE 51MP50N ° ° d ° _U L55U 4° '� IN. CMU Lintel Pkt. Slider Detail ,Wood Frame Pkt. Slider Detail H INTERIOR S_2 SCALE: NTS $-2 SCALE: NTS AREA 5EE FLR PLN FOR HDR. 51ZE NOTE: FOR ROUGH OPENINGS UNDER SIMPSON SPH4 wl &-10d AT 2x WALLS THAT ARE WIDER THAN 2x4 e WHERE THE HEADER 15 NOT FULL 5'-0" (1) SIMPSON C516 OR l U NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING 0 16" O.G. RIPPED DOWN CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO NAILS EA. SIDE INTO CRIPPLE WIDTH E ALLOW THE INSTALLATION OF STUDS) (U,N.0) THE 5PH CONNECTORS ABOVE THE HEADER E FOR THE PROPER THE IN5TALLATION OF CRIPPLE STRAPPING. AT 2x6 WALLS USE 5PH& IN FOR ROUGH OPENINGS OVER - - LIEU OF SPH4, AT 2x8 WALLS USE SPH8 USE (2) 51MRSON C516 - IN LIEU OF SPH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) -`"- - SIMPSON CSI& IN AN SPH "2x " KING STU 51MPSON L530 OR PROVIDE CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER EQ., TYP, DOUBLE BOTT. PLATE AT MIN. UN.O." S CIFICATION FOR KINGS E G I 5 OPENIN_ GA EVER WHEN NECE55ARY TO MAINTAIN PROPER O O G " AP Y O. �'- CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3 -6 (1) ' TO UPSET THE HEADER SUCH THAT ONE a BRACING 48 CRIPPLE � ll) KING 15 REQUIRED ON R PPLE RE RED PLATES IS FASTEN WALL OR BOTH OF THE TOP PL E O.C. ON TOP EACH SIDE OF THE HEADER. SHEATHING Q 1:,,, ELIMINATED TO MAINTAIN THE FULL OF BOTT. • AT OPENINGS 3 -& TO 5 -2 IN O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES 4 lU KING 15 OPENING SET.IT 15 NOT ACCEPTABLE TO TRUSS SPANS REQUIRED ON EACH SIDE OF THE SUBSTITUTE A LESSER DEPTH HEADER HEADER. WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'4' E.O.R. WHEN THE TOP PLATE 15 2-16d a EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE ELIMINATED THE SPH4 CONNECTORS TRUSS JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT SHOWN AT THAT LOCATIONS ARE NOT THE HEADER OPENING OVER NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR 2", TYP' SHALL APPLY AND ANY TRUSS CRIPPLES OOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. Tn HEADER SIMPSON(ON SECOND PLO F H 51M105ON A34 CONNECTOR L530 OR OPENINGS U.�� ONLY (1) 51MP5ON EQ•, TY C516 SPAN FLOOR Y . TO W/4-86 X 1 1/2" (ON CONC. SLAB) 51MIOSON HTT4 BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1)5/8"x8" ATR IN 51MP50N SET 4 4-Sd X 1 1/2" EPDXY 4 (18) I&d NAILS (ON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OV 5'-0" ONLY (1) SIMPSON HTT4 W/ (1)5/ L THREAD ROD SET IN WALLS WITH M UPLIFT, STRAPPING MAY SIMPSON SET EPDXY E (16) 16d NAILS ELIMINATED, UNLES5S5 EMBED A.B. 5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW r-j"�Typ. Header Detail $ Z SCALE:NTS 12 O.C. W/MAX. 6 bIMPbOhI L6tAa FROM END OF BUCK. (TYP. ALL 2X WINDOW * EACH BTUD OR EGIUIV. BUCK ATTACHMENT.) 2-2194" DLOCKJNGi LACK END TOENAILS 2x8 PT VERTICAL (ASV.) a WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT a 24 O.C. TYP. 1x4 PT I- F_ L I IL IL 11L 41 SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE65 a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK EACH 510E TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT. VERTICAL (BELOW) a WALL TO BE ATTACHED WITH •. 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. General I rI M SPECS. S`2 TYPICAL PLAN VIEW PRE-ENGINEERED WOOD TRU55 1/2" GYP. BOARD � 2x8 PT MIN, FRAMING FROM' TRU55 6 16" O.C. CONT. TO TOP CORD (3) 0.131 x 3 1/2" COMMON a TRU55 CHORDS INSTALL GLASS PER - MANUFACTURER CAULK UNDER FRAME GONG. BILL —� 4" CONC SLAB 51MP50N C516 CORNER a 16" O.C. HORIZONTALLY CMU WALL BELOW \,,--TOP CHORD 2x4 FRAMING (RAT RUNS) SPAN FROM TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS EA. CONNECTION —APA RATED SHEATHING NAIL PER SCHEDULE "0" --IN5UL. PER CALCS. 8 SPECS \ SPI EACH STUD I 2x8 PT L Ix6 HEAD I BLOCK WALL BEYOND I K.O. w/ 1-S CONT. 5/8" CEMENTITIOU5 FINISH PER FBCR 103.6 a CORNERS 4 40" O.C. MAX. FOOTING BEE A. FOUNDATION PLAN ° ° d FOR BIZE5 6 MORE ° ° 4 ° ° INFO. L Non-Brn . Frame Down Header Detail - Multi -use SCALE:NTS $ 2 II 111 5OLT FREFL..ACEt'-1ENT Gi4, fR : • THE FOLLOWING "J" BOLTS C,4N BE REPLACED WITH THE CORRESPONDING BOLTS. THE (REVERSE 15 NOT APPLICABLE. FOR FR,4MEE TO SLAB APPLICATION ONL11r. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BEE MIN. 2S00 PSI. 6UB5TITUTION OF V' BOLTS WITH 1=XP,4N5ION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE: TAKES 1=RECE1DENCE. • ALL .OTHER BOLT OPTIONS MUST BE REVIEWED $ APPROVED B''r' E.O.R. IN WRITING. "J" BOLTS TITEN Hp BOLTS THREADED ROD SET IN SIMPSON BET EPDXY I/2 II x 6 I' 1/2 x 8 1/2 x 5 EMBED I/2" x S" 1/2" x 8" I/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED SCALE:NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN: STUD GRADE SYP) STRAPP-- FASTEN EA. STUD NOTE TO TOP PLATE w/ "AT 2x6 WALLS USE 51MP50N SP2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 16d TOENAILS EA, END 51MP50N 61`11 w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON 5P4 I 6-10dxl 1/2 EA. STUD NAILS � E__/__ a /_ • INSTALL 1/2 X 6ZZI THREADED ROD IN 51MP60N SET EPDXY Is 2'-0" O.C. (MAX) CENTERED ON III (- WALL. CMU WALL - SEE 2X PT g Structural Kneewall FLOOR PLAN FOR BOTTOM S Z SCALE: NTS MORE INFO. PLATE - EDGES (SEAMS SHEATH BLOCK( FOR WA! PANEL SHEATH FOR RO TONGUE GROOVI FLOOR TICFICAL NAILING 5C�EDULE HIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 21/2" R.S. RING 5HANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" TG All6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON BPI'S ON EACH 511DE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'S ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE ENE)I TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER a 24" O.C. BUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. a 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MA50NRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS a 7 O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG FDGE10 AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP, ON 16-24" O.G. WOOD STUD WALLS AND FURRED MA50NRY ATTACH WITH 1-3/4" GALV, ROOFING NAIL OR 1-5/6" TYPE W OR 5 SCREWS a 7 O.G. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/5 SCREWS AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Typical Nailing Schedules (Floor, Roof, Wall) SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANOES TO ENGINEER PRIOR TO STARTING ANY YSIORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN6, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES 111111t11/� i W V1 111 111 wj 0 0 0 w�-V z=owwF�SO Liiu , w�FzOz ypyv=M) �'- >h-�� V �oOv >�1WZ a-1 w N �LLm4 L=u�C7x�w = f--' �" =�zz N M "' —00 0�=22Z Ln QOw zyOocC! J Z5', =P`Q2zw p O -' IY LL W - o WOQu— W -.J O aFQ Q LL UZ3U�WzWW� J Q _ o a�a n M lu J O M 0 Ln w w M N d M iLn _P CU j F-: 00 M Uj �oU Jnwz ¢ Uz � HMO paG rI V J _j LL ¢ W z vi Q- ^� O 0 >0 41 DATE 0r-0340 SCALE N01'�L7 DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 r�c�t tt` Ir_In Itti7tr-� 4 ,B,AY OR 8'-0" MIN. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 STRAP 48" O.C. zj�USS 2x4 BLOCKING (1) SIMPSON LSTAI2 I/2" CEILING GYP BD UJ/ 5d BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR (1) SIMPSON LTA2 CHORD (2) 0,131 x 3 PROVIDE 2x4 UU/ EQUAL, DIAPHRAGM AREA 48" D.C. ATTACHED I/2" TOENAILS 0.131 x 3 1/2'' NAILS (4 BAY OR 8 Ft FROM TO BOTTOM CHORD EACH END, 6 (0" O.G. MA50NRY WALL) OF GABLE UNO. CONTINUOUS I/2" GYP BD NOTE: CROSS BRACING e 8" MASONRY WALL UU/(1) S REBAR ALL BLOCKING t0 BE CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. COURSE Ex anded Blocking Information Dia g ram S-3 J SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (U.N.O.) '.�y \\ PRE-ENG WOOD TRUSS — SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH 51DE 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAILS EA 6 CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED 0.131 x 3" COMMON e 16" C.C. 4-0.131 x COMMON 311� IN — SEE TABLE FOR NAILING 4-0,131 x SCHEDULE 0 SPLICE 3 1/21' COM. f DOUBLE TOP PLATE 3-0.131 x 3" COMMON ` DOUBLE SCUD EA. SIDE OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" COM. STUDS 0 16" o.c. COMMON / 16" O.C. PT BOTT. / ff PLATE f f 2-0.131 x 3'' COMMON / 2 -0.131 x 3 1/2" COM. 2-0.131 x 3 1/2" COM. SEE TABLE BELOW-� DOUBLE SCUD CONDITION FOR LAP5PLICE / TOP PLATE 5461ENER5 5-0.131 x 3 1/2" 2-0.131 X 3 1/2" COM TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING a SPLICE ALL OTHER NAILING 2-ROW5 0,131 x 3" 0.131 x 3" to 8" O/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING 6 SPLICE ALL OTHER NAILING 24" 2-ROW6 0.131 x 3" 6" 0/C 0.131 x 3" 6 6" 0/0 2x4 'IT" BRACE STRUCTURES WHICH ARE ONLY IN OR L6TAI2 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A TRUSSES m ENTRYWAYS 4 PORCHES 24" O.C. -I OVERLAP TRUSS BRACING NOTE 5 : - I 41-0111 41-011 12C 1211 I III `411 INI I1F/ K/,1/I n / I/i � i����� �•^ � � �� � �1� PER JOINT BRACING A Truss Bracing Overlap Detail S-3 SCALE: NTS DBL TOP PLATE WALL SHEATHING NAILED PER '0'/5-2 ~ DOUBLE TOP PLATE 0.131 x 3 1/2" COM. 16" O.C. 3-0,131 x 3 p -2-0.131 x 3 1/2" COM. 1/2"COM. PT BOTT. PLATE 4 51UD CORNER SINGLE STUD CONDITION (1) 51MP50N M5TA36 RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERS At CORNER, MAY BE :ATES THE TOP PLATE OF APPLIED OVER SHEATHING. G PLATES: x 3" COMM. 6 16" ar.. 2x4 BLOCKING ATTACHED 1/211 CEILING GYP 5D w/ 5d 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL 4-16d GO"I. w/ (2) 0,131 x 31/2" TOENAILS COOLER NAILS III O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-86 GOM. EACH END (U.N.OJ EQUAL, DIAPHRAGM AREA l4 BAY UP TO 4'-0" --- 2X4 12'-0" TO 15'-0" --- 2X10 OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" --- 2X6 15'-0" TO IS'-O" ---- 2X12 8'-011 TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) S 3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS U1/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A '2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SEE NAILING APA RATED SHEATHING. SEE SIMPSON M5TA24 TEN51ON STRAPS 10 EACH TRU55 USING (14) IOd NAILS. INSTALL THE SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING EACH SIDE OF TRUSS ! THREADING FOR ATTACHMENTS ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 51MP50N HTS20 UJ/ ( 20) IOd 1-0 NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2XIO RAFTERS, (14) 10d NAILS FOR 2x6 M,4x RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-O" APA RACED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAILS. o TRUSSES 6 24" O.C. SEE NAILING SCHEDULE 5. 5ECURE RAFTERS TO RIDGE BEAM USING 6IMP50N L55U210 SLOPING HANGER W/ (10) 106 / TABLE FOR ATTACHMENT. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM d (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d C U.N.O. RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 106 d (5) 10d x 1 1/2" FOR 2x8 COOLER NAILS 7" O.G. OR EQUAL, RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (I)SIMPSON L5TAI2 ft FROM MASONRY WALL ) BEAM W/ (5) 10d NAILS. SCRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55ES AT TOP CORD FOR INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT SEE FLOOR PLAN FOR (1) 51MPSON HETA20 j SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. LENGTH !WIDTH 46" O.C. ATTACHED t0 EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNo. Valle Set Attachment Detail FASTEN GAP TO CHASE w/ GABLE DETAIL (TYP) J FLAT OR CATHEDRAL UNLESS NOTED 2-2"x4" W/1/2" PLYWD. OTHERWISE, At A q MINIMUM ALL SPACER NOTE: 2X4'5 UN5PECIFIED FRAME MAY BE TURNED TO FRAME FLATW15E SO NO CONNECTIONS SHALL d SPACER 15 NEEDED. CON515T OF (3) \N—:Iod 16d COM. Tit 8" O.c. 0.131"X3-1/2" END COM. 12" o,c. NAI 5 OR TOENAILS. — 4-16d COM. *A BIMP50N M5TCM 60 INT. HEADER (NON -BEARING) MAY BE SUBSTITUTED FOR. AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED CELL. P General Wood Attachment Details 45 S-3 I SCALE: NTS �0.131 x 3 I/2 R.S. NAILS '� 12 d: S 3 SCALE:NTS VRUSSE5 O.G. ALL-AROUND 8" MASONRY WALL W/(I) #5 1/2" GYP BD OOD ROOF REBAR CONT, IN KNOCKOUT COURSE NOTE: CROSS BRACING 6 KNEEWALL INSTALL SIMPSON LU524 ALL BLOCKING TO BE MIN. EA. 51DE OF THE REPEATED 48" O.C. TYP. STUDS -8 MIN. CEILING JOISTS, JOISTS DBL 2X4 16 O.G. TO BE PER NOTE *1 PLATE CONT. 0 8'-0" (MAX.) G TYP. Mason Gable End11 W/ 51MP50N S_3 SCALE: NTS w HT520 0 3211 O,G. OR C516 2x4 WD CONST. w TO ALIGNING FLASHING ALL-AROUND 16" O.C. w STUDS BELOW SADDLE ATTACH THE CEILING FRAM [APA RATED SHEATHING. SEE NAILINGSEE NAILINGWITH (4) 0.131 X 3-1/2 NAILS 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE CABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND CUT OUTSIDE EDGE ATTACHMENTS PERIMETER. IF ABUTTING PLUMB TO ALLOW MASONRY USE P.T, 5YP *2 SOLID CONNECTION CS 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO w/ SHEATHING FASTEN CHORD t0 ATTACHED W/(4) 0.131 x MASONRY W/ 1/41' DIA. X 3" ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE G 24'' O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0" ---- 2X4 4'-011 TO 8'-011 ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-011 ---- 2XIO 15'-0" TO I6-0" ---- 2X12 TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" 3 1/2" NAILS 'a TAPCONS 6 6" O.G. MAX. NOTES / BLOCKING w 1/4" x EA. SHEATHING. SEE M,4x INTERSECTING 5" WOOD SCREWS 6 4" CORNER NAILING SCHEDULE BLOCKING I. ALL CEILING FRAME TO BE AS PER TABLE O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE TRUSSES 6 24: O.C. ATTACHMENT. U.N.O. APPROVED PLANS FOR SHEATHING (I) SIMPSON LSTAI2 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7'I O.C. ATTACHMENT. 3, WHEN INSTALLING 51MP50N PRODUCTS REFER 2x6 BLOCKING FASTENED TO I. 1I EACH END OF L BRACE OR EQUAL DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 SPECIFICATIONS. ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END AREA (4 BAY OR 8 ft FROM MA50NRY WALL) 4. ALL LEDGERS TO BE 2X SYP 02 AND SAME T DOWn CI DEPTH AS RAFTERS (PT AT MASONRY 2x4, 2x6, OR 2x8 M ,Frame CONTACT). D.C. SEE FLOOR S 3 SCALE: NTS PLAN FOR SIZING OF PRE-ENGINEERED Fire lace Chase Detail STUDS TRUSSES 24" O C g FLAT OR CATHEDRA S-3 SCALE: NTS SHEBA THING SEAMS L (1) SIMPSON 40A OR HTS16 USE EDGE NAILING SCHEDULE. NOTE: CRO65 BRACING 4 [APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRU65 SCHEDULE TABLE FOR ATTACHMENT, TYP. Frame Wall Gable End REPEATED 48'' O.C. TYP. ENGINEERING U.N.D. 8-3 SCALE: NTS 1'-0" MAX APA RATED SHEATHING. SEE �\ NAILING SCHEDULE TABLE FOR ATTACHMENT, U.N.O. DROPPED GABLE END FOR OUTRIGGER (I) 51MP50N �/ 2x4 BLOCKING 1/2" CEILING GYP BD W/ L5TAI2 STRAP '+ ATTACHED W/ (2) 5d COOLER NAILS 7" 48" O.C. ti 0.131 x 3 1/211 R.5. O.C. OR EQUAL, HETA 20 e 4811 O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MA50NRY WALL W10) 05 REBAR CON IN KNOCKOUT COURSE PRE-ENGINEERED APA RATED SHEATHING SEE NAILING UNBRACE WALL HEIGHT a2 SYP 8'-011 2x4 0 16" Oz. 8'-S" 2x4 - 16" o.c. 13'-0" 2x4 s 16" C.C. 9'-4" 2x4 6 16" c.c. 10'-0" 2x6 a 16" O.C. TRUSSES 6 24 � 1 EX C, EnclOSed, O.C. SCHEDULE TABLE FOR ATTACHMENT. U.N.C. N 41 mph MAX., SEE DETAIL A ON THIS 5WEET (TYP) 77 S3 OMFRE55ION WEB SLOPING OR 3p° 6 VERTICAL WHEN TRUSS & STUD ARE ALIGNED 51MP50N TWI5T STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRUSS 8 STUD BELOW NO SPW4 IS WHEN STUD IS NOTES: TYPICAL AT ALL LOAD BEARING 5YP, COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTI ON5." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK At 16" OC MAX. SPACING (02 SYP MIN.)" Exterior Frame Wall Table SCALE: NTS PLYWOOD TO EXTEND TO -� BOTTOM OF WALL INSTALL (1) MSTAM24 AT EVERY STUD (16" O.C. MAX.) EMBED STRAP — AT EACH TRUSS NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/211 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4, FOR 5-PLY, PROVIDE 1/4" DIA. X 1" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SIMPSON 5PH4/6/8 OR SIMPSON 5DWC15600 FROM STUD TO TOP PLATE 0.131 x 3 1/2" COM. Is 8" O.C. 5IMPSON HTT4 W/ 5/811 DIA A.B* STRAPPING INFORMATION INTERIOR VOLUME AREA 0) M5TA30 AT EVERY PRE -ENGINEERS OTHER STUD (32" O.G. MAX.) FROM UPPER STUD WOOD ROOF TRUSSES TO LOWER TOP PLATE, WRAP TOP PLATE AS INTERIOR J N NEEDED FOR FULL VOLUME NAILING. IF STUD5 ALIGN, AREA STRAP SHALL EXTEND STRAP EACH FROM UPPER STUD TO TRUSS (SEE LOWER STUD. PLAN) Extended Bottom Chord Attachment Details (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 311 R.S. NAILS STAGGERED a 6" O.C. ALONG THE LENGTH OF THE COMPONENT Tvo. Nailina Schedule for NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING GUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT Mil' BE REQUIRED. 2 11T" BRACING MAT BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER 6 LEAST 130 % OF: TWE WEB. (3) 2"x LAMINATIONS ATTACH w/ (2)ROWS OF 0.131x3"R,S.NAILS .8(oil O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. ilt-Up Columr SCALE: NTS (4) 2 "x LAMINATIONS ATTACH w/ 51MP50N 5D525600 WOOD 5CREW5 STAGGERED 'a 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN S" U5E (2) ROUJS 6 6" O.C.. EAMS LU u.t m 1 TOP 8 BOTTOM CORD GABLE END. BRACING 0 Gable & Clg Bracing Diagram 4'-011 O.G. MAX. FOR FIRST SCALE: NTS (4) ROWS OF TRUSSES SCALE: NTS CONTINUOUS �7720'-011 20'-011 BEE EXPANDED BOTTOM CORD BLOCKING BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL — BRACE AS REQUIRED BY SCSI C1 uz-r ,NIEMENMEN a WOO .. 10 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING,. LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES 111!! °...... -A, -.0 r & Uj 4 ti,�cs -� k-k� Sheet content: Structural I7etail5 Sheet number: T' TOENAILS EACH END, UND. DIAPHRAGM AREA (4 BAY OR 8 ft FROM NEEDED 6 TH15 STUD. ° NOT ALIGNED •r! �I/2" GYP BD MASONRY WALL) ERMANENT DIAGONAL BRACE NOTE: WITH A TRU65 ° AND/OR WHEN FLAT OR CATHEDRAL 1/2" OILING NAILED to OPPOSITE SIDE OF WEB "AT 2x6 WALLS USE 5PH6 0 TRUSS STRAP 15 GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY SHOULD BE REPEATED IV SPH4 CONNECTORS SHOWN. ° ° ° ° ATTACHED TO NOTE: GR055 BRACING APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE 5PH8 STUD USE (U ALL BLOCKING TO BE CONNECTORS IN LIEU OF SPW4 REPEATED 48" O,C. TYP. Ix4 MIN, BRACING W/(3) 0.131 x 3 1/2" NAILS 's INTERSECTING 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN OR 61=2N OR SP2 WE55 2x8, USE 51MP5ON 5PI'5 ON EACH SIDE OF STUD TO TYPICAL H1OA CONFIGURATION, DO NOT NAIL BOTTOM PLATE 8 51MP50N ° THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO SP215 ON EACH SIDE OF °° TRUSS CONNECTIONS. Gable Section - For Gable Less Than CLB Diagonal Brace 20' Max Intervals Detail STUD To TOP PLATES. , U.N.O." 1 I1 4'-0" High SCALE: NTS S 3 SCALE: NTS NOTE: SEE TRUSS LAYOUT Frame Wall Truss Connection Detail FOR ANY ADDITIONAL o STRAPPING REQUIRED S 3 SCALE: NTS 2 x 4 TOP PLATE SIMPSON SPH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES; I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS, 51MP50N L5TA30 uw/ 22 -10d NAILS a 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a 5EAM5 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CAI— CS-3. ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'6 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES e24" O.C. MAX. 12 BE ELE INSULATION BAFFLE BEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY CALCS WD. HEADER (U.N.O.) SEE 1/2 GYPSUM CEILING BOARD FLOOR PLAN FOR EXACT SCHEDULE SEE HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR ELEVATIONS STRAPPING INFORMATION WINDOW SEE FLOOR DBL. 2 x 4 5YP TOP PLATE W/ PLAN FOR SIZES 51MP50N 5PH4 e 16" O.G. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN INSULATION PER WINDOW SILL CAULK e WINDOW COMMUNITY SPECS 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" T4G GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES a 24" O.C. 2 x 4 SOLE PLATE SIMPSON C516 OR 6IMP50N MSTA36 a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST ( INSET) 2x4 FLATWISE VERT. BLOCKIN SIMPSON 14ETA20 a 32" O.G. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOIST5. e24" O.C. NAILING IN STRAPS. MAX IF ATTACHED TO FLOOR 2x4 42 5YP RIM w/ (5) 0,131 x TRU55ES 3 1/2" NAILS EA. TRU55 JOIST °4 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 a OPENING6 8" CONC, K.O. BLOCK BOND BEAM POUR 50LID W/ I - S REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. BILL 4" NIGH CONC, BLK, S" GMU PER ASTM-C 90 1900 1=51 MIN, W/ TYPE M OR 6 MORTAR PER ASTM-C 210, 5/5" CEMENTITIOUS FINISH PER 1=5CR 103.E 4 � .tl ee G . 4 SPEEE FLOOR CONCRETE FORSCNEDULE I x P.T. BUCK STRIP WINDOW BILL - CAULK a WINDOW 1/2" GYP5UM 50ARD 4"GONG. 5LA5. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZEB 4 MORE INFO. A Typical Two Story Wall Section $ 4 SCALE: NTS ENGINEERED - ROO7[)5L.4 6241' O.0 MAXTE 12 5PH4 SEE e EACH STUD ELE TO TOP PLATE SEE ELEVATION WALL CONNECTION U1/0 WINDOW PAGES FOR ROOF COVERING DETAILTHING � BAFFLE ION SEE ELEVATION INSULATION PER COMMUNITY PAGES FOR SOFFIT � FASCIA DETAIL SPECS OR ENERGY CALCS (2)-2x WC). DEADER (U.N.O.) W/ 1/2'' GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR a EACH TRU55 SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ SIMPSON 5PH8 a 16" O.C. EACH SEE STUD (12) 106 NAILS EACH. ELEVATION GYP. BOARD RETURN WINDOW SEE FLOOR- PLAN FOR 51ZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL ''0'' ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN D15TANCE 3/4UNBRACED LENGTH OF MASONRY WALI- TOP(% IS LESS THAN OR EQUAL TO 6'-6" AND DOUBLE COURSE SHOWN 15 NOT NOTED At THE FLOOR PLAN, It 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-S BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THI5 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PSI) W/ 2 - 15 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW BEE FLOOR PLAN FOR SIZES WIND RE51STANT PRE -CAST CONC. BILL 4" HIGH CONC. BLK. 8" CMU PER ASTM-C 90, 1900 PSI MIN, W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/8" GEMENTITIOU5 FINISH PER FBCR 103.6 WINDOW BILL CAULK a WINDOW 2 x 8 BILL 2X FRAME WALL BEE TABLE "N ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTALL 1/2'' DIA. x 8" "J" BOLTS 4 WASHERS W/ 5" IMBED a 2'-0'' O.C. (MAX.) CENTERED ON WALL. SIMPSON SPH8 ,, 2x8 PT 50LE PLATE IX P.T. FURRING HORIZ. .Q • i x 6 P.T, CURTAIN NAILER 9 OPENINGS 5EE FLOOR PLAN FOR SCHEDULE I x RT. BUCK STRIP WINDOW BILL - CAULK a WINDOW 1/2" GYPSUM BOARD 41'CONC. SLAB. BEE FOUND. PLAN 4.$ 4 FOOTING BEE .4 4 . ' FOUNDATION PLAN FOR SIZES 4 MORE INFO. r��Typical Two Story Wall Section S" W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLAN5 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, REGARDLE55 OF HOW MINOR, AITHOUT WRITTEN 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. HARMLE95 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFIGATION5 ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE VP.QATES I fir/ Cd 0 4: Z•w "' a � • i 0 s, 0 0 0 FW=-ZOO w�vQi CNW'7� uJ LU ow�o s� W m W © Q Q5 L1 �- ci O� LJ.I W W Y � V i r W 3 z H LL p , z = = fV �u.MQ KaC7X Ow LY =o�� ��z�a� H �- V1 M w o0 Zt2 a<2t 0-2 Z H l7 xhQSZw O O o`�C vWi� LL W I=-uJ W �KQr ILL o_o U, J z a LU W¢ Q z Uj W wZ i5 Q I—WG'WK LU L'iW W � Q � Q M .� o M LMC9 Ln w Z M Ln N C- M -- 00 W 1-00 00 M �aZ_ N °G�� w fV o w � 8 rj f1� V z LL lr-� Q w Z x M O W 00 V Q a IL LU g a- 0od > w 0 U) 0 DATE PJl-a3-IS SCALE N07'EO DRAWN MK/POK JOB Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING 6 48" O/C .,,,,._......_ SPH4 CONNECTORS SHOWN, FOR THE FIRST 8'-0" OF END WALL 2ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 5IMP50N 5PH4 TO EA. DBL 2x S,Y.P. TOP PLATE STUD WITH 12-I06 x 1 1/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOENAILS 5IMP50N G516 OR M5TA36 STRAP FOR WALLS LARGER THAN NAILS. 6 32" O.C., EVERY OTHER EACH STUD 2x8, USE 5IMP50N 5P11'S ON EACH 5IDE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW CABLE BELOW 5P2'S ON EACH SIDE OF FOR APPROPRIATE STUD TO TOP PLATES. U.N.O." SPACING 4 SIZE OF LOOK JOIST -SEE FRAMING PLAN WALL STUDS. STUDS SHALL BE INSTALLED WEEP SCREED INSTALLED PER MAX. 16" O.C., SEE MANUR 'NI/5-3 SIMPSON HETA20 6 32" O.C. MAX. 2x4 5.Y.P.02 RIBBON 2"X4" CRO55 BRACE W/4-106 Q EA. FLOOR 48" O/C FOR THE TRUSS. 1ST 2'-0" OF END WALL C516 OR MSTA 36 G 0 3 1/2" END 32 O.G. (36 LONG) Q Nt0) 4'I BLOCKING SIMPSON A35 ANGLE W/ 12-sdX 1 I/2° REFER TO TYPICAL 2-STOR FROM EA. STUD TO (2XI2) WOOD BLOCK OR ' i10 NAILS EA. STUD TO TOP CHORD WALL SECTION FOR INFORMATION NOT SHOWN FLOOR JOIST DECKING 2x4 BEARING 2x12 SYP "2 WOOD 3-0.131 x 3 1/2" a EA. WALL W/ STUDS x x BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING 6 16" O.C. illro APA RAND WOE)FLOOR JOIST WITH 5-16d TOENAILS, HETA20 6 32„ O.C. ON THE 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM 2ND FLOOR FRAMING SIMPSON 5PH4 SHEATHING INSIDE FACE OF 2x12 EA. END. (TYP) TOP 5IMP50N C516 OR MSTA36 OR EA. STUD BOT TOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ 0.X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/S-3 FOR STUD INFORMATION BLOCKING. PRE-ENGINEERED PRE-ENGINEERED FLOOR JOIST ROOF TRUSSES LOOK J0I5T-5EE FRAMING PLAN ALT. Frame/Masonry Connection#1 B S-5 SCALE: NTS CEILING BOARD PER ADD 2X4 BLOCKING 6 ARCH. PLANS M6TA36 OR C516 OR NOTE: 2"X4" CROSS BRACE HETA20 WHICH 15 NOT "AT 2x6 WALLS USE 5PH6 .9 48" O/C FOR THE ALIGNED W/ TRU86 VER T. HTSI6 W1 III EA, TRUSS To 2X4 BLOCKING w/ NOTE: 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" @ EA. END WEB U51NG 2-0.131" X 3 1/2" TOENAILS 6 EA. END, BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF AT 2x8 WALLS USE SPH8 INTO 2"X4" BLOCKING HANGER PER TRUSS PRE-ENGINEERED SPH4 CONNECTORS SHOWN. GIRDER AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN, MANUFACTURER CONNECTORS IN LIEU OF FOR WALLS LARGER THAN 5PH4 CONNECTORS SHOWN. 2x8, USE 5IMP50N SPI'S ON H Floor Truss To Girder Connection FOR WALLS LARGER THAN EACH SIDE OF STUD TO S 5 2x8, USE 6IMP50N 5P15 ON TOM PLATESIMPSON 4C scALE: NTs D TO 50TTOMDPLATE 4SIMPSON 5P2 SIDE FLOOR o STUD TO TOP PLATES. U.N.O." 6P2'S ON EACH 5IDE OF 5IMP50N 5PH4 TO 2"x4" PANEL BLOCKING a 45" O.C. FO J015T STUD TO TOP PLATES. EA. STUD TOP 8 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) U.N.O," BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. I/2" DIA NUT 000. J/ MIN. 1-1/4" BRACE ANGLE WA$H�R GREATER THAN ETEND PANEL 2X BEARING WALL W/ 1/2" DIA ALL FOLLOW TABLE THREAD ROD 00 BLOCKING FOR THE FIRST 4'-0" OF END WALL. STUDS m 16" O.C. BELOW FOR APPROPRIATE �/2` 00 PRE -ENGINEERS -WOOD -1116 APA RATED SHEATHING (RE -ENGINEERED 1/2" DIA DIA SPACING a SIZE OF ANCHOR SOLT COUPLING WALL 5TUD5. STUDS .00 FLOOR TRUSS FLOOR TRUSS SHALL BE INSTALLED JOINT 2x6 SOLID BLOCKING W/ A.B. EXTENSION DETAIL 6 MAX. 16" O.C. G COUPLER NUT 3-0.131 x 3 1/2" TOENAILS EA. END. DIA. 1/2" J-BOLTS :::: 2x4 CRO55 BRACE 6 48 O.C. FOR 2 x 4 RIBBON ATTACHED To EACH OR WITH SIMP50N SET EPDXY 5" �2X4 THE 1st 2'-0° OF END WALL W/ (2) 10d° x3 FLOOR JOIST WITH 3-0,131 x 3 1/2" NAILS EMBEDMENT e 24" RIBBON w/ 3-16d ID EA, END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) 5EE WHEN -;) EA. TRU55, « WHEN ANGLE 15 GREATER THAN 45°, DISTANCE IS SIMPSON C516 EA. St ub To BASE of 2x4 CRO55 BRACE 6 46 O.C. FOR THE let - LESS THAN 2 0 RIBBON BELOW\_4IMF50N HT516 4'-O" OF END WALL. 6 THE FIRST BAY EA. TRJ65 51MPSO TYR LOAD HETA20 REFER TO TYPICAL 2-STORY WALL 5EARIWj WALL NOTE - SECTION FOR INFORMATION NOT Iu/upLl�T CMU WALL SEE 'N'/5-3 FOR STUD INFORMATION Cantilevered Floor Truss Over Wall � $ 5 SCALE: NTS LT. Frame/Mason Connection #2Floor Truss Parallel To Br G IE .Wall S 5 SCALE: NTS $-5 SCALE: NTS NOTE: _ NOTE: "AT 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF SPH4 CONNECTORS SHOWN. TRUSSES 624'' O.C. 5PH4 CONNECTORS SHOWN. TRUSSES -924" O.C. AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OI= 5PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPI'S ON INSULATION PER ENERGY CALCS FOR WALLS LARGER THAN 2x8, USE 51MP60N 5P1I'S ON INSULATION PER ENERGY CALC5 EACH 5IDE OF STUD TO BOTTOM PLATE 4 5IMP50N 1/2" GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR ,@ EACH TRUSS 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO COP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION DBL. 2X TOP PLATE DBL, 2X COP PLATE 2x4 SOLE PLATE PROVIDE (2) 16d SPH4 � EA. STUD 2x4 SOLE PLATE PROVIDE (2) I6d 5PH4 o EA. SCUD COM -s EACH TRUSS 1/2'' GYPSUM COM 6 EACH TRU55 1/2" GYPSUM SIMPSON C516 W/ MIN (22) 106 COMMONS (12 MIN. EACH END) 3/4" TAG GLUED W1 CONSTR. ADHESIVE SIMPSON C516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" TAG GLUED W/ CONSTR. ADHESIVE "O" 11050 MAX 6 24" O.C. MAX OR NAILED SEE SCHEDULE DETAIL "O" ON SHEET S-a 1105# MAX 6 24" O.C. MAX OR 8 NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP PLATE (16T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.C. FLOOR TRUSSES W 24" O.C. EXTEND SHEATHING TO 2x4 412 5YP RIM w/ (3) 2x4 02 5YP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR GIRDER 16d NAILS EA. TRUSS JOIST (INSET) 16d NAILS EA. TRUSS JOIST (INSET) WALL 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ----� PROVIDE (3) 0.131 X SIMPSON MT516 3-1/2" TOE NAILS At EACH FLOOR TRUSS FLOOR TRU65 TO WALL BELOW I/2" GYPSUM CEILING BOARD W/ KNOCK - 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - DOWN DRAG FIN15H SEE NOTE ON N-I PAGE -I/16" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION DBL. 2X COP PLATE w/ 5IMP50N SPH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 5IMP50N 6PH4 16" O.C. w/ (12) 106 NAILS EACH 6 16" O.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT o 24" 1/2" ANCHOR BOLT om 24" O.C. W/ NUT 4 2" SQUARE O.C. W/ NUT 8 2" 5QUARE 5IMP50N C516 PT 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLATE w/ BY I/8" WASHERS W/ MIN (22) 10d SIMPSON 5PH4 ,s EA. 5IMP50N 5PH4 ,8 EA. COMMONS (11 STUD w/ (10) 10d NAILS EACH 4"CONC. SLAB. SEE STUD w/ (10) 10d NAILS EACH 4"GONG. SLAB. SEE MIN. EACH END) FOUND. PLAN FOUND. PLAN BEAM / GIRDER FOOTING SEE FOUNDATION ° "'' °° FOOTING 5EE FOUNDATION 2x BOT. PLATE W/ 2-0.131 x 3 1/2 PRE-ENGINEERED FLOOR TRUSS PLAN FOR 51ZES 8 MORE INFO. ° 4, PLAN FOR SIZES 8 MORE INFO. NAILS -m 6" O/C O Typical Two Story Interior Bearing Wall Section p Typical Two Story Interior Bearing Shear Wall Section Second Floor Frame Connection @ Girder A $ 5 SCALE: NTS S-5 SCALE: NTS $-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY 115 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE95 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 00 ............ J� - v Q 'c ilt tt o w ZoLu pww0 F-I5. -O¢_' W a 3:oxa 2>-Eum � wZO� wzl"J acO� � �ILLMQ �Q H.w 82Ra22z N J V] M 00 ?�2Z �...QOp z,nuy0w3 cWw 4t G = 2�t w N= z w 0 O ID uj _ or. Lj_ 40 uj z W� wy pZ � ww V V' fn Z,hE ut7 Z —w'n n W mQ Z t1'z Z66' w z wQa9 t Lu cc W x 0 m a h w o O v o a M J O M (� Lnn u.i M N a M uj cn — RctCC 0 ''' N Q . Z cur-,O � : N zu-Od Y w z M© o� , W V-4 U J J X _300 `�• Q ll. W z N o` 00 1O LQ DATE SCALE N07-,50 DRAWN MK/PDK JOB Sheet content: 5tructural Details Sheet number: 5� DRYWALI OVER PUI BLOCK U Il/Ibxll/Ib COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW ---- _ _ PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL — EDGES Ixb TRIM BEAD BOARD -- PANELING DRYWALL FINISH — OVER PURRING ON BLOCK WALL SILL (WINDOW PER PLAN) — LINE OF WALL BELOW Ix6 TRIM LINE OF TRIM BELOW �..__---- :�_�_ COMPOSITE WINDOW PLAN OVER PURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN LINE OF WAL BELOW LINE OF CAI BELOW COMPOSITE SILL ELEVATION PLAN WINDOW )ETAIL 1/4' DOOR CASING (0311 LL FINISH OVER 2x WALL IEEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN"'''°''-0' SHIM AS I1_4" REDID. SHIM AS I'-4" REQ'D. `'�-- INVERTED 2 I/4' I' INVERTED 2 114' I' DOOR CASING (IIII DOOR CASING (%b) 2x STUDS (PER STD: 2x STUDS (PER STD. PLAN) BASE PLAN) BASE CABINET 1/2"DRYWALL CABINET 1/2' DRYWALL 3 114' BASE BD. (0366) 3 1/4' BASE BD. (0366) QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2' = I'-0' SCALE: 1/2'-- I'-0' S' W. CORIAN TEMP. GL. ENCLOSURE CAP TILE FINISH OVER WATER 2x STUDS (PER RESISTANT PLAN) WALL BD. 1/2' DRYWALL SHOWER 3 1/4' BASE BD. (0366) SECTION SHOWER L TILE TO WRAP IN WINDOW 1/2' DRYWALL 8' W. CORIAN BELOW CAP CAP TILE FINISH in OVER WATER �I RESISTANT II WALL BD. BATH iI II SHOWER 2SHOWER iI I LLL f PLAN OW WALL SCALE: 1/2' - I'-0' TEMP. GL. ENCLOSURE S' W. CORIAN CAP I" 2x 6=6 (PER STD. PLAN) M 211 VAINTY CABINET 3 114" BASE BD. (031 VANITY LOW WALL SCALE: i/2' = 1'-0' SHOWER WINDOW SCALE: 1/4' - I'-V TOP (WINDOW — PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 1/4' DOOR CASING (0366) DRYWALL FINISH --- OVER PURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL L BELOW TILE) LINE OF CASING BELOWCOMPOSITE WINDOW SILL SILL ELEVATION L DRYWALL FINISH PLAN OVER PURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L WINDOW )ETAIL 1/4' DOOR CASING (0311 FLOORING 5A5E 5OARD NOTE: WJ 4EN TILE FLOOR 15 5ELECTED ONL r 5A5E 50ARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED 5A5E 50ARD AND 5HOE 1IOULD ARE INSTALLED. (BI-PASS DRS. PER PLAN) Ix JAMB (BI-PAS° DRS-PIES PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING l*366) (HELD DOWN 1/2' 1/2" WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) I/2=JI � ,per �21/4' DOOR CASING (+36(o) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING DETAIL MAIN HOUSE I)RnXL.- c GARAGE BASE BD. TO OVER LAP SLAqr DRYWALLB TRASTENSITION 3 1/4" BASE BD. /,( /4 TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 1" = 1'-0' NOTE: Df:AWING5 ON 11 "xI T" 514EET WILL BE ONE HALF THE 5CAL E NOTED 5 1/4" CROWN 5 1/4" CROWN Ix8 ROUNDOVER W/ ROUTER UNITE PINE I/2' DRYWALL 31/4' BASE Bp. (�36bI 2x6 WALL 3b' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN 1d0 ROUNDROUTER R W/ UNITE PINE I/2' DRYUALL '­31/4' BASE Bp. (%b) 2xb WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS x 0 w 0 Via D Q :04E Me Nti It " I dog as tN M� 'JO NLOM 22066' CM mm - 6-16 REWO 7-0 -16 10-05--16 11-02-16 DAVIS BEWS DESIGN GROW 00 SrA`M srP.MT snsr 813.925.1300 TEL 813.925.IBM FAX V W W.DAVEMEW&CAM TAMPA • OE gVER ... -R ESI: IW4 ..� TRIM nnE TYPICAL (RIM DETAILS SfixT ,TD, LJ-�02rt STANDARD - 42" W. ROSETTE 461 KNEEWALL� /y (OPT. LJ-6010 LJ-4040 RAILING SHOWN) NEWEL POST 14 PAINTED BASE PLATE 3 1/4" BASE BD. DR LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN ww NEWEL LJ-�045 LJ-4040 POST NE L POST NEWEL POST ...... =� OPT. L114-MG2KNUC44 WROUGHT IRON BALUSTERS PANTED BASE ROSETTE = `r PLATE LJ-6010 IA2 SKIRT 31 4"" BASE RAILING BOARD RON LJ-5015 WOOD BALUSTERS M� (3 PER TREAD) MOULD STANDARD - LJ-80l4MRI SKIRL TREAD POR CARPET BOARD _ (OPT. LJ-80t0 SERIES TREAD SHOWN) LJ-8P.195 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING LJ-8010MRl BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL KTS. GENERAL STAIR NOTE: RMR TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUITED. INDICATES STRIP FLOORING TO IBE INStALLI=D IN SAM ORIENTATION AS 51/4" LANDING TREAD LJ-W0 O-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" L SELECT 2 1/4" STRIP FLOORING-7 STRIP FLOOR LJ-SMO-5 OAK 5 1/4" LANDING LJ-4042--` TREAD r NEWEL POST LJ-8010MRI I OAK TREADS-� LJ-WIOMR1 OAK TREADS SEE GENERAL STAIR NOTES LJ-WlOMR2 RAILING OAK TREADS RAILING LJ-4042 NEWEL --&--POST GENERIC WOOD SWITCHDIAClx STAIR FLOOR PLAN KTA - STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIP-MG20W,44 WROUGHT IRON BALUSTERS 6 f.pJ% kLJ-4040 NEWEL POST L \ 0� NEWEL J-4040 j r�i POST SECTION—,�k\ Ixl2 SKIRL lx6 PAINTED BASE CUT THRU rid BOARD PLATE WALL ``� `� 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8----"`'� BASE S-TURN CAP STANDARD - LJ-8014MR1 MOULJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-80I0 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK 1x8 PAINTED LINEAL COVE — RISER MOULDING LJ-8010MR1 BASE PER TM LEVEL OAK TREAD 3 1/4" OR 5 I/4" �,-- Ixl2 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL KT.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH $IDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTP WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITP CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE 14ANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF TPE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISP AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. Li TR LJ TR grivyMp MEN WALL STARTS RISER ! NEWEL GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.S. lxl2 SKIRT SECTION--.,,��'BOARD 14 CUT THRU WALL `•�` -"' RAILING LJ-1041/8 CAASPE S-TURN _ MOULD _ STANDARD - LJ-Wl4MR1 Li-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-80I0 SERIES (3 PER TREAD) TREAD) LJ-W% OAK LINEAL COVE MOULDING BASE Ix8 PAINTED PER TM LEVEL �� 3 1/4 OR 5 1/4 RISER Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 1 2x STUD WALL w/ DRYWALL FIN. Li-5015 WOOD BALUSTERS BASE CAP (3 PER TREAD) MOULD Ix12 SKIRT LJ-8010MRI BOARD OAK TREADS 5UB TREAD LJ-M5 OAK LINEAL COVE MOULDING } IA2 SKIRT BD. BASE CAP MOULD 24 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL Not TO W10a LJ-404 42" H. LJ-'102`1 NEWEL RAILING ROSETTE POST LJ-6010 RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-4042 WOOD TREAD NEWEL i POST lxl2 SKIRT BD. n W_ BASE LJ-M5 OAK CAP LINEAL COVE MOULD MOULDING FER PLAN PER LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. KTS. 3/4" MIN. HOLE DEPTH — FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH TPE SAME At EACP BALUSTER) 3611 P. RAILING LJ4010 RAILING—�`� LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w AN w Ln LJ-4010 LJ-4045 LJ-4042 LJ-4040. TYPICAL NEWEL POST PROFILES N.T.S. :4 4 LJ-5015 LIP-14OL15ASK44 LIH-1401_25ASK44 LIP-POLIKNUC44 LI14-HOL2KNUC44 LIH-HOLPLA44 LIP-14OL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUGK V TYPICAL BALUSTER PROFILES LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL 1" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BASKETS TO ,. BE PARALLEL TO TOP RAIL (DOUBLE BASKET) LIW-WOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND Ea SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: :;)RA DING& ON 11 "xis'" 5�4EET WILL 5E ONE k4LF TEE 5CALE NOTEID N.T.S. KTA I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ-6010 RAILING \ LJ-4042 -- ,r, NEWEL Post LINE OF --`— KNUCKLES TO .01 BE PARALLEL TO TOP RAIL � 1./J�1.rVVFi 1 1 Y L 1 11- I ti11- ✓,.lFiI..VV I LIw (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION D ETAI L I" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTP THE SAME AT EACH BALUSTER) 36" W. RAILING LJ-6010 RAILING oe LJ-4042 -- NEWEL POST LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIP-POL50144 LIP-14OLIOLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND Ea SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.TS. STAIR DETAILS x w NOD o C4 jL La 9 .� 00 000 co T DAVIS SEWS DESIGN GRm W STATE STREET' EAST O DRAMt, MORM 34M 80 . SQS . 1300 TEL 813 .928 .1800 FAX W W W.DAVlMEWS.CAM TAMM • E>m% FR. EST.1994 �.- STAIR VnE TYPICAL STAIR DETAILS