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HomeMy WebLinkAbout536 Red Rose Ln 18-1811 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 3011 UPPER KITCHEN CA5INET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, RECORD C`0PN' REVIEWED POW CODE COMPLIANCE —PLANES EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection LOT 221 THORNBROOKE 40I s ANASTASIA GARAGE LEFT INCLUDED ELEVATION " TRADITIONAL " TAYLOR MORRISON REDRAW NOTES 04-02-1a CREATED LOT SPECIFIC PLAN FOR LOT 221 IN THORN5ROOKE 4015, INCLUDED ELEVATION 1/TRADITIONAL//, GARAGE LEFT W/ PLAN CPTION5 INCLUDING: DOUBLE 5UL5 FLOOD LIGHT W/ 5WITCH, (4) RECE55 CAN5 IN LOFT, (4) RECE55 CAN5 IN GAME ROOM, (2)110 DUPLEX OUTLET5, PAVER DRIVEWAY, LEAD WALK AND ENTRY, FRONT DOOR GLA55 IN5ERT, 81 INTERIOR DOOR5 AT MAIN FLOOR, GAME ROOM W/ 5ECCND 5UITE, VENT HOOD / MICRO TO OUT5IDE, LAUNDRY TUB PRE -PLUMS AND R-36 INSULATION. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1533 TOTAL LIVING S,F. 3000 GARAGE S.F. 455 PORCH S.F. 71 LANAI S, F, 139 TOTAL UNDER ROOF S.F. 3665 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-011 DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 - MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF :PLAN AND BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CON5TRUCTION NCTE5: CHAPTERS AND SECTIONS REFER TO F.BC.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTICN TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT 1N ACCORDANCE WITH FB.C.R - 67H 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 M.C.R. - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO6ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 115 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.BC.R - 6TH EDITION (2011) R10312 AND A6TM C 926. PER FBC.R 6TH EDITION (2011) R10312.1 WEEP 5CREED5•6HALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH AM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 6TH EDITION (2011) R103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FBC.R 6TH EDITION (2011) R1031B OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS To BE INSTALLED PER ASTM C 1063-06 (IJI.4J THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 S.F. 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 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. r EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS 2. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING 57RXTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT 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 INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/S'I IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS, FLOOD ZONE REQUIREMENTS: PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9W52b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR A61M D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. 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 4869, TYPE IV OR ASTM P 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FBCR - 6TH EDITION (2011) "OV, SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH SECTION R3012J3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FUR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH A6TM D 226, TYPE II; A6TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH FR6A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAo IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST VfEND V-0'I PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 21-0" NIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TEIRMITICIDE6 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHE5 (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENEMY 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 PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0,46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5..AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 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 OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (019 RAID) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC- ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE51FON6161LITY 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 TC 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 CHANGE6, 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 c 0 t /3 r.. " z tNn O Qr"r / • !i� rs '® r"rerorerr 1111 x wr N00 © N� It T' N� L�� 00 00 gQO �NM 3�E y<h zQ� • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED DAVIS BEWS DESIGN GROVP00 1S0 STATE STREET EAST OLDSMAR, FL(7RIDA 34677 813.9?.5.1300 TEL 818.92.5.1800 FAX W W W.DAVLSBEWS.COM TAMI'A • DEIWER � EST.1994 F•-� - v l�I III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 HEREBY CERTIFYTHATI HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANDE. 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 a � 1 0 r-1 0 C) 2582 • TI TLE • GENERAL NOTES REWSION LOG INDICATES I - 05 VERT, REBAR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 31-0"x3-011 A/C PAD (SEE MECH. CONTRACTOR FOR LOC.) r Eli 4 W.B. 41-811 i 15'-0" 52'-411 V.011 4'-611 4'-811 11 3'-811 1'-01' 4'-6" 3'-I01' 3t211 3'-2" 11-411 11_Sll ELEVATION l ) ml_31/2" 81, G.M.U. WALL ABV.-7 ,u ti PITCH FT. 13'-81, - c4' N - - - , ■ ■ ■ ■ 411 P.V.G. 3/411 CONDENSATION BY PLUMBER ■ 811 C.M.U. WALL ABV. ■ _ 1b lu_ WS�-X� SEAT ° 3'-1011 I (`� ■ ■ AIR HANDLER LINES FROM UPPER FLOOR Im' I0" ■ �I _ � I 41, P.V.C. AIR HANDLER LINES FROM UPPER FLOOR I = 12'-3" �' ■ ■_ _ ■ — urT= U—WC.� - ■ L� 3— -allDRAIN ■ 81-I11 2' SlI 21_ II '�;�� _ �? cn 121-111 �" 3/4" RECESS �1 FOR ENTRY DR. > ■ `�' 1611 Wxl6" DEEP FTG. 3.811 W/ 2 - S CONT. LT. II II �Z/ PRE PLUMB 1-3 2 -5 / - _ v PAVERS 11 19 -0 e '- sr 8"x8" FTG. W/ I - S CONT. (TYP. AT ENTRY) I STORY FOOTING 28'-9" 2-5TORY FOOTING (TYP.) � 20" H. x 20" W. GONG. MONO-FTG. W/ 3 - 05 CONT. RE5AR5 PROVIDE 25 MIN. LAP WHERE SPLICED AND WIRE TOGETHER. BOTT. OF FTC. SHALL BE 12" MIN. BELOW GRADE ■ O3 9' 8" S" THICKENED EDGE -' I I FOR SHOWER RECESS I I W/ I NO.5 BAR CONT. I I `" I6" W.x12" pEEP FTC. (.- I I \ I W/ 2 - w5 CONT. �- B 21'-611 51 101-I011 3/4" CONDENSATION DRAIN BY PLUMBER � 21-611 ■ ■ ■ ■ — 5'-2" — 5'-8" — — 4'-m11 4'-4" II 18 -6 A Il 8 0 AA NOTE: i PROVIDE GAS DROPS I (IF REQUIRED) FOR ALL � GAB APPLIANCES. i i (VERIFY LOCATION OF i ALL GAS APPLIANCES ON i FLOOR PLAN PRIOR TO i ANY CONSTRUCTION) '�' Lu PITCH i TO DRAIN_ � CJ ------------------4--------------------- i I 20'-0" -_ — ■ ■ 4'-4" 51-411 ■_-- %!! ����1� ■ '� � S � / 07__'Z�/ /1Ll/�LI/0 ELEVATION AT 04" (ASSUMED) 35" THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ � 6x6 WI.4xWIA MESH OR FIBER N MESH OVER 6 MIL, VAPOR BARRIER ON CLEAN, WELL COMPACTED, TERMITE TREATED,OF GRANULAR FILL. 31'-101I `�' NOTE: ALL SLAB ' (UN.O.) ARE AT 45° lUN.O.) / \ �a J 51 A S"x8" FTC. W/ I - 05 CONT. (TYP, AT LANAI) PITCH FT. " < \\\ .>1 PROVIDE WATER LINE FOR ICE MAKER J" - 16" W.xl6'l DEEP FTC. I 7( W/ 2 - S CONT. / \ 91_Ill C.J. -__-- 3'_6" - SLAB REF. 31.g11 8° 3 _ G.C. VERIFY ACRYLIC ON LANAI 8II SII ■ 1=3 ■ ■ ■ ■ ■ e - ■ I (5 — � I iI Cr>> I I6 WxIl DEEP FTG. W/ 2 - "5 CONT. J a� J SI I�]n I I 50 GAL. r�W.H. ■ ■ 8" G.M.U. WALL ABV. ■ ■ «, I -STORY FOOTING ITYP.) 20' H. x 1611 W. GONG. MONO-FTG. W/ 2 - 05 CONT. RE5AR5 PROVIDE 11 1 25" MIN. LAP WHERE SPLICED AND i WIRE TOGETHER, BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE I .� ■ ■ ■ ■ ■ 4'-411 4'-8'1 41-611 4' I All 5'-411 2-6TORY I -STORY FOOTING FOOTING rmq.'� N.B. -011 PAVER DRIVE / LEAD WALK 4 TAYLOR MORR16ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * uw °ud' P () : z .. 'd�°i °ea •e � dy ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THI5 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. * * * * * * FOOTING LEGEND:G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x3611x361' GONG. FOOTING W/ (4) S BARS EACH * * * * * * WAY. G12" DEEP x24"x2411 GONG. FOOTING W/ (3) "5 BARS EACH WAY, 2011 DEEP x30140" GONG. FOOTING W/ (3) "5 BARS EACH G H WAY x w M O Nco N CNJ L � Q • �■ 600 0 000 �o 0M Z � T rhlr U) N JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED G DAVIS BEWS DESIGN GROVP 1S0 STATE STREET EASTOLI�SMAIt, P1.O1t�7A 346T7 $13.925.1300 TEL $13 . 925.1800 FAX W W W.DAVISBEWS.COM `I'AMriA DE'NVER F�T.1994 rob or, 6 2 A1 VOR Ex ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 IN I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. 483217 1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE -- ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL BTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGIN EERED TRUSS MAN UF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONSAND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TOTHE ENGINEER. SEALED FOR STRUCTURE ONLY 0 Ell c) (A 0 C) r111104 J 12" DEEP x30"x3m" GONG, FOOTING W/ (3) EACH ' WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM I ' 501E BARING CAPACITY OF 2mm0-P5F (R401.4. I FBCR). ■ INDICATES I "5 ♦ INDICATES 2 05 F FOUNDATION PLAN GARAGELEFf TITLEDATION PLAN ALT.DEN POCKET S.G.D. OPT O.D.K.11411 • SH T • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2711 3111 5311 ✓J WINDOW CALL -OUTS ((D 2611 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 13 5H 1/2 33 5H 23 5H 33 5H 3: J 0 5111 14 5H 1/2 34 5H 24 5H 34 5H Z 63" a 15 5H 1/2 35 5H 25 5H 35 5H H z 7211 16 5H 1/2 36 5H 26 5H 36 5H �c G,C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOW5, cn W WINDOW 5125 AND IN5TALLATION MAY VARY PER � MANUFACTURER AND 5PECIFICATION5. 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, 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). * * * * * * TYP. ARCHWAY A SCALE: 1141 - 1 V 31-0"x3-0" A/C, IPAD (SEE MEC4. 31-0"x3-011 A/� IPAD (SEE MEC4. ICONTRACTOR I (CONTRACTOR IFOR LOC.) I IFOR LOC.) I L--_J L---J BOTT, OF LINTEL AT V-0" A.F,F. * * * * * * * * * 5TAIR NOTE5 SEE 5HEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: THE FOLLOWING SHALL APPLY UN.O.) ALL STRINGERS TO BE 2-2x121`2 SYP, ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC.). AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) IF STRINGERS ARE SUPPORTED IN THI5 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: AT CONC. W/ I/4" DIA. x 3" TAPCON5 AT 12" O.C, AT WOOD ATTACH W/ 0.131 x 31/211 NAILS AT 81' O.C. TO TRU58/J0I6T/ OR BLOCKING BELOW. ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. LANDINGS SHALL BE BUILT AS FOLLOWS: JOISTS TO BE 26 02 5YP, MIN. AT 16" O.C. IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 � SYP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/211 R5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/211 TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. LEDGERS TO BE 2x8 WITH: (4) 0.131 x 31/21' NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ATTACHMENT. ,,, A of ATTACH JOISTS TO LEDGERS OR BEAMS WITH 55IMP50N LU626/HANGERS OREQUAL� THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. (SEE PLAN) O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR C PER C65) FLAT LATEX A g O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT OC INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION SCALE: 1/2" : I'_0 * * * * 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P06T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * OPT. AIR SWITCH FOR D15P. SHIM AS REQ'D. CA51NG 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET BACKING 112" DRYWALL CALI. TOP SCALE: 1/21' : 11.07 42" N 36" L. CONTINUOUS LOW WALL GRASPABLE RAILING BEAM LINE OF 6'-8" MIN. FLOOR HEAD CLEARANCE BE 5Y5TEM / 10.001, t-- 2x 36" H. (TYP) RAILING �c UNDER-57AIR PROTECTION �c ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANT 5OFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C,R. - 6TH EDITION (2011) R302.1 AND R302JI !M FLOOR 5Y5TEM r 11 — —� I" NOSING Lr u =� STORAGE UNDER ir2x TREADS AND 5taIP5 Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/41' - 11-011 ;T VENT DRYER EXT. WALL MICRO TO EXTERIOR OPT. 8" TRAY CLG. IN MASTER SUITE ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH R301 AND TABLE R3015 PER FB.C.R - 6TH EDITION (2011). G.C. VERIFY GLA55 INSERT FOR FRONT DOOR 5TRUGTUR,4L- LEGEND fM,4�INFILCCR 8" K.O. BLOCK FILLED W/(U S BAR OVER 8" CJ — PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) 05 BAR. IA — 6" K.O. BLOCK FILLED WIN) 05 BAR CONT. OVER 811 COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(U 15 BAR, GROUTED SOLID. _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) S BAR. _ 8" LINTELS SHALL BE FILLED, BELOW S" K.O. BLOCK FILLED AND REINFORCED W/N) 05 BAR. ® — PROVIDE (4) 2x4 STUDS W/ (1) SIMP50N 1474 CONNECTORS AT BASE. PROVIDE (3) 24 5TUD5 W/ (1) 6IMP50N 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 L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. STRUCTURAL NOTES ALL LVL'5 TO BE Fb:2950 P51 MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X8 * 5YP U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED 5HEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA R 38 INSULATION PAVER DRIVE / LEAD WALK NOTE: CW.: RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES I S ♦ INDICATES 2 "5 �e,elitlllf/pp0� i�r -•�,...,... �J�,p� •• U1 !� : ¢ .: ®pp®frltll e HATCHING LEGEND LOAD BEARING WALL ........... INSULATE WALL `r R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG, INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES INCLUDED ELEV. SHOWN GARAGE LEFT x c� N00 0 N� T cQi�M L. coLLrn 1L Ed Q • 00 00 too WNM 41'. W J06NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED • DAVIS BEWS DESIGN GROVP 150 STATE STR.EEr EAST CUMMAR, FLORIDA 3*77 813. 925.1300 T EL 813. 925. 1800 FAX W W W DAVISHEWS.COM TAMPA • DENVEFL EST. 1994 - 111 III 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 ITTD BE IN COMPLIANCE WITH SECTION R301 OF TH E FLORIDA BUI LDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MAN UF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 1 ' W C) c) E� c) 5 on ot. J • • TIILE • MAIN FLOOR PLAN NOTING STAIR SEC77ON DETAILS r- —- L — Eli r _A <r 291-0" 361-411 'rY • :co 07 i f�' •r• • .r. Y YYF •W YQYa • z • ,> r i Cj w a. REFER TO SHEET 2A1 FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS INCLUDED ELEV. SHOWN GARAG� 5a LEFT K ro w NW N 0 N� d rrAA V/ n NMM L _j L L N�-o�i �<0 00 =�ao EOM 3�EI< �Ijo ZQ� JOB NUMBER 27002.304 CAD FILE NAME LOT 159 T8 ISSUED 09-07-17 REWSED DAVIS BEWS DESIGN GROVP 150 STATE STR.EE1' EAST OUXWM;L, FWRMA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TANoWA • DHNVEFL EST.1994 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 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANDE. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES TH E RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORM ATION IS SU PPLIED TO TH E ENGINEER. SEALED FOR STRUCTURE ONLY 0 C c) 37 F_ 0 0 CINJ � J O 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS I'm TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS _p- 20l7 2All II 36 AQII `hC� WINDOW CALL-OUTSPENN,", F\ Ln CD 20" I818 RG. 2018 F.C. 3018 F.G. 4018 F.C. W s = 2411 ° VO F.G, 2020 F.C. 3020 F.G. 4020 RG. J 0 36" 1830 5N 2030 5N 3030 5N 4030 5H :7 48" 0 1640 5H 2O40 5N 3040 5N 4040 5H ~ Z 6011 1850 5H 2050 5N 3050 5H 4050 5H 1211 1860 5k 2060 5N 3060 5H 4060 5H G.C. vERIFY ROJGH OPENING5 FOR ALL WINDOWS, V� WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51N64LE HUNCH-5H, CA5EMENT- C5MT, OR FIXED GLA55- F'G.) ALL EMERGENCY E5CAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. - 6TH EDITION (2011). 1' 0" 3050 SH. HD, AT 1'4" SECOND SUITE 15'-0"x14'-8" 9'-O" FLAT CLG. ®�[_ a() WU �a� 2-6x6-8 u (2)1-64-8 u" 9'-0'I 6 CLG.6ia CPT. TILE A 1 0. BATH 2 I— — 9'-0" FLAT CLG R/S 2-46-8 TEMP. GL. °- cO ENCL. TEMP. GL. ENCL. ci 9' 011 tia _ ON 42" H. LOW WALL ON CLG. VALVE Lu TILE 3050 SH. W.C. SHOWER HD. AT T-811 11-011 REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS PROVIDE PAN AND DRAIN UNDER A.H.U.-\ R/5 9'-011 CLG. Rl5 — - L_ — J 24" H. METAL STAND OFT, LAV. LAV, OPT. M.C.- BATH 3 9'-011 uu LOUVER DR. //// 91.011 CLG. /--42" H. LOW WALL (OPT. RAILING) I 1'-011 3050 514' HD. AT 1' 4' * EGRESS BEDROOM 4 13'-6"xl1'-0" 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 2-6x6.8 UNDER A.HU. 5-0x6-8 7BI-PA55 FAbl'� _ z I — — — R/5 f 2-46-8 — — !I I L R/5 36" H. 42" H. META L -oil CONTINUOUS CONTINUOUS LOW WALL STAND A/C CLG. N GRASPABLE (OPT. RAILING) g _011 IC i CHASE RAILING CLG. cA 1 N N GAME ROOM LOFT BEDROOM 3 19'-6"xl4'-4" 11'-0"x14'-4'' 12'-6"x11'-0" 9'-0" FLAT CLG. 9'-O" FLAT CLG, 9'-0" FLAT CLG. 3050 5H, HD, AT 1'-&" G 2 - 3050 514. HD. AT T-8" 7 it I REFER TO 5HEET 252 FOR UPPER FLOOR Q I PLAN DIMENSIONS \ I \ I I \ 1 �— — — — — — — — — — — — — — — — — — — — — — — — 1 I I 35E ,p I UPPER FLOOR STRUCTURAL- L_ECxEND - PROVIDE (3) 2x4 STUDS Ill/ (U SIMPSON HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 26 STUDS WI (1) 51MP50N HTT4 CONNECTORS AT BASE. 0 - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 1211 O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N MSTA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 SYP BEAM W/ I/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-51UD5 AT EACH END WITH (1) 51MP50N L5TAI2 STRAP. STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 P51 MIN, III ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X6" 5YP U.N.O. ALL EXTERIOR WALLS TO BE CON51DERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA R 38 INSULATION NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 30, 3E, AND 3F FOR CORRESPONDING ROOF LINES. WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE 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 FIN15HED 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.C-R - 6TH EDITION (2011) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F,B.C.R - 6TW EDITION (2011) R3122 UPPER FLOOR PLAN NOTES GARAGE LEFT • x ro IN CD 0 0 V' Nh ♦, d� co j I.L� L. �. a . 0 0 =F� 0OM `°tn E T �Qh Z�M T • JOB NUMBER 27002.304 • CAD FILE NAME L 0 T 159 TB ISSUED 09-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OUMMAR., FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBE VS.COM TAIVWA • IDE -J B EST. 1994 �� 11 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO 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 b- z UO C rkle 0 c) z nel rovoo N J N 0 2582 fis • TITLE • UPPER FLOOR PLAN NOTES DETAILS I v `a`�111111toll, �` �� a° •• `,� �I dw w • N '•U �(.r i '� •e NOTE: ROOF LINES C4NGE W1 ALT. ELEYATION5, REFER TO ROOF PLANS ON SHEETS 36, 3C, 30, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * UPPER FLOOR PLAN DIMENSIONS GARAGESCALE: EFI" • x w N� M� 0 NW Y/ N CO ti L y�� L L Q<0 00 =F� E �OM mN i Z�M T 401 NNW • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 71 DAVIS BEWS DESIGN GPOVP 150 STATE STR.EBT EAST OLDWAR, F AR OA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W WnAVLSBEWS.COM TAMPA • EDFIsTVER. -� EST. 1994 �- - or,1 , I III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SU PPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY Z=> C c) 37 Foo- 0 0 c****j J N Q Foo- 2; • T1 TLE • UPPER FLOOR PLAN DIMENSIONS 01 UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1603 SQ. FT. / 300 = 5.34 SQ. FT. X 144 = 769 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 384.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 384.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C, VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ----------- ------------------------ I I TYP. OVERHANG _ 1 AT HIP (UN.oa I I I I I I I I I I I I 6:12 6:12 I I I I I I I I I I I I I I I I I I I � I I I 6:12 l I 1 I `91 T------I I 1 I �•' 6:12 ti LOWER ROOFl�F VENT REQUIREMENTS J VENTILATION CALCULATIONS ATTIC AREA = 529 SQ, FT. / 300 = 1.76 SQ, FT. I 6:12 6:12 — X 144 = 254 SQ. IN.—J4 I HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 126,96 SQ. IN. �e yia ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. i f I I I I I I ----------- I — — — — — — — — — — — — — — — TYP. PLT. HT, _ SECOND F.F. LINE T.O.M. _ v e� MAIN F.F. LINE i GRADE LINE (A55UMED) OVERHANG ROOF AT NIP AA PLAN (UN.0) SCALE: 1/8" = 1411 12 12 6� 5HINGLE 6 12 ROOF 6 _PLT. HT, _ �5TUCCO FINI5H4 � Q6 SECOND F�F. LINE �/ll 81LSHINGLE — -5ECOND F.F. LINE R00 - 7 T.OM. _ 21-011 TEXTURED E LT XTU REp = LTEXTURED ZTEXTURED � FINISH FINI5F4 7 � FINISH7 FINISH 7 MAIN Rr, LINE GRADE LINE (A55UMED) LEFT ELEVATION 5CALE: 1/8" = 1'-0" 12 GIRDER GIRDER �6 TRU55 TRU55 ROOF TRU55E5 12 AT 24" O.C. 12 6I% (TYPICAL) I� BA ❑ ❑❑ ROOM T ��BR. 3 ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ FLOOR 5Y5TEM GONG. ❑❑ BEAM- r] ❑ ❑ ❑ LINTEL nni GATHERING �� �� �� T. o �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 445T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 6T9 EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F$.C.R - 6TH EDITION (2011) R3122 IR G r >< EGRE66 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODE5, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW M15T HAVE A MAXIMUM OPENING HEIGHT OF 4411 ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 11/211 THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H �— TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMEINT5 TO BE PER FB.C.R. - 6TH EDITION (2011) R103IJ AT ASTM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C Tb. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE LSHINGLE ROOF PLT. IIT. /5TUCCO FINISH] 5ECOND F.F. LINE TEXTURED FINISH MAIN FF. LINE TEMP' GRADE LINE (A55UMED) SCALE: 311 = 1'-0" PLr. HT._ — STUGGO TEMP. r-- FINISH 5ECOND FF. LINE T.O.M. _ TEXTURED FINISH �7 MAIN F.F. LINE _ GRADE LINE (A55UMED) a o� GRADE LINE (A55UMED) SECTION AA SCALE: 1/81' = I'-011 FRONT EL Q6 GIRDER ROOF TRU55 TRU55 AT 24" O,C. �� It Zpl 2 CAR GARAGE INSERT FOR FRONT —1+ rDAINIJIINGi DOOR. DOOR SURROUND ATION SCALE: 1/4" = I'-011 PLT. HT. 4" BANDING (TYP.) 11-411 W. x 5'-011 H. DECORATIVE FIXED 5HUTTER5 4" BANDING (TYP.) SECOND F.F. LINE T.O.M. - 8" BANDING - 4" BANDING -TEXTURED `I FIN15H °' MAIN F.F. LINE GRADE LINE (A55UMED) 5HINGLE 6 12 5HINGLE ROOF ROOF PLT. HT. _ _ _ _ — _ PLT. HT, /5TUCCO FINISH /5=0 6� �F 6R INOGFLE * r � Y FINISHHINGLE � R0012 811 _ 5ECOND FF. LINE SECOND FF, LINE SECOND FF. LINE SECOND FF. LINE — _ — - �-~ TD.M. -TEXTURED -TEXTURED FINISH 7 FINIS+;7 MAIN F.F. LINE MAIN F.F, LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - GRADE LINE GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION RIGHT ELEVATION INCLUDED ELEVATION GARAGE LEFT K W w Nco oW O .Ny V T N N M~ `., ai nLW 6 Q • 00 = co H EOM WN 3�E ZccM av- 111•r L N T il • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED p9-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OUXMAR, FLOR.JDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&CAM TA]VWA • L7E2N1VEFi -- EST.1994 mi, 011-1iii VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 'Zk. I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. 483217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 CF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THEE GI NEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MAN UF. LAYOUT TO DETERMINE ANY LOAD REARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORM ATION IS SU PPLI ED TO TH E ENGINEER. SEALED FOR STRUCTURE ONLY U) O � C C:) N J F- C****j 2582 moma • TI TLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • S T • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING --')F MATERIAL PER VATIONS WITH APPROVED ,ERLAYMENT (REFER TO 'ER SHEET) -ENGINEERED ROOF SSES AT 24" O.C. ;RICANE STRAP PER )F FRAMING PLAN BRG. HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT =ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM %DER 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 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE 4" -1" BEAD OF 1 CONST. ADHESIVE TO BE APPLIED L CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL � EXTERIOR FINISH WATER PROOF CAULKING I PER BUILDER 1 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST FF AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA, JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING '9Th, FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr 100 SILL PLATE "'A, (SEE DETAIL B W� O 2 FOR OPTIONS) '01 0_ _ TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING -� WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: i-FLASHING WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE WEATHER RESISTIVE BARRIER 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �- 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 WATERPROOF MEMBRANE 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. <8 TRIM BOARD TUCCO "J" MOLD HEATHING 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 x w U To 0 to a _j cl) N� i0 co■� a r >aJcv ` ` Oc`LL 1 :.0 n 6as 03 ro0 `=Y-� 000 roro0 ZNLst • JOB NUMBER r 27002,000• CAD FILE NAME FL ISSUED 01-05-18 REWSED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LDENVEFL - � EST. 19" • TITLE • FLASHING DETAILS HEATHING EXTURE INISH COAT ROWN COAT CRATCH COAT ELF -FURRING LATH WO LAYERS WRB VEEP SCREED 'ERMINATE SELF LDHESIVE FLASHING LT LOWER NOSE OF I.W.W.S. ;ELF ADHESIVE 'LASHING AASONRY BLOCK VALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING M'yNs„ DRIP EDGE FASCIA r/ ° SELF -ADHERED / FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. 3/4"-1" BEAD OF CONSTR. SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING BY „Ix THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND LAPPING DOWN y life F i' i OR AL WEATHER PROOF OVER RIM JOIST AND 2 49uuuu,i CAULQKIJNG UP WALL BY 6 IN. iillgi,.>V SELF -ADHERED FLASHING Vim" ` : i. SEAL TOPS OF JOISTS UNDER 1 w,-, SUBFLOOR DECKING (SEE�- DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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) BOTTOM OF THRESHOLD SELF -ADHERED --""� ` _ v""'•w€s " FLASHING'�c4 O 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 EXTERIOR DOOR WITH DECK CONT. GALV. "L" FLASHING PER TEXTURED, PAIP'T�^ MANUFACTURES EXTER. WALL FII SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP If BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE -� , ROOF FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER e ��� FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ Ti \ CONT. GALV. "L' FLASHING PER / MANUFACTURE: SPECIFICATION; •� L OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER 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 HING DETAILS FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL ROOp 0�0� METAL DRIP EDGE 1 9�YS, BE UNDER ry'Q� yti UNDERLAYMENT AT OOFAO ROOF EAVES 0iy/�G' ROO,��ygti �'L,Q Z SLOE O A' 2N0 SST GO \_ r.• RAKE METAL DRIP EDGE 75 7q, TO BE OVER 5' — EAVES UNDERLAYMENT AT 14" 2 GABLE ENDS 7, FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER 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" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP r11— TI_II— \AIr— —rl C%r%+r'frrr% — 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16 O.S.B. SHEATHING - METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED F' 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 EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH kDHERED FLASHING K c� ro J'�O o _j N 2 sm N >>.JM Lm T �. o0IL' 0� cO EJ9rom L J cm ;N fL1 9-20 ZN't JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED �r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAN4PA • 0ENVEFL. --� EST.1994 • TI TLE • FLASHING DETAILS • S EET • THESE DETAILS ARE GENERIC AND MEANT F LASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.i.5. L CTfRICAL <E"� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER p WEATHERPROOF DUPLEX OUTLET P�E F,. GROUND FAULT INTI=RRUPTI:R DUPLEX OUTLET — — — 7 F — — — �$ HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR L-- J L---J 0 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -C LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT =#ED FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FANLIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I-Q TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) 0 THER'10STAT ELECTRIC METER = ELECTRIC PANEL _A*_j DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU1> ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING: HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECITATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURdING 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. ALAF415 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 ALAF415 SHALL BE LISTED OR LABELED BY A NATIONALLY R!ECOGNI2"ED TESTING LABORATORY. W.P. GF.I. DOUBLE BULB MOTION FLOOD (2) A/C DISCONN. A/C DISCONK A/C nl2nrol�l 4/0 ALL CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARED TYP. 14 AND M2 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC, PANEL PANEL AMPS. REQUIRED 10 COPPER TO HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 4 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, 40 THE LOCAL POWER COMPANY, COACH LIGHT G.C. VERIFY ALL \ SMOKE DETECTORS TO BE HARD -WIRED 1 COACH LIGHT MAIN FLOOR ELECTRICAL PLAN x C Nro M� 0 NW T L c�W L L • 108 3�E cQh z ,Q JOB NUMBER 27002.304 CAD FILE NAME L 0 T 159 TB ISSUED 09-07-17 REMISED BEWS DAVISDILVIS BEWS DESIGN GROVP 150 STATE a TREET EAST OLDSMAR, FIAR LON 11 fn z c) O C) O ne rl c) 5m N J N J r IF_ C) DA 3467 • 77TLE • MAIN FLOOR ELEC. PLAN • EET • 4 INCLUDED ELEV. SHOWN GARAGE LEFT I lAni-/ L CTfRf CAL <E*� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A5OVE COUNTER P WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I�p SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q, WCESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAU6T FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sa SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER -I- ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE56 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR, SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION., J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE A,F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLE5 PER NEC. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPL.I. PROTECTED (GE.P. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NE.PA.10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALAR"I5 SHALL RECEIVE THEIR PRIMARY POUTER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAWS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CANON MONOXIDE ALAWS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN - GARAGE LEFT K ro w C NOD M Nh 0 d YI M ti N M M 2 j L �n LL o L L mQ. 0 0 _ F- BNM 3�EQ I!\ o M aQ ON JOB NUMBER 27002. J04 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REMISED err BEWS D.AVIS BEWS DESIGN GROVP 150 STATE STREET FAST oLus►v�nR, FLORIDA 34677 813. 925.1300 -rEL, 813 . 0 z O m O �1 c) 5NNNN N J � Q C:)DAVIS c) C) 925.1800 • TITLE • UPPER FLOOR ELEC. PLAN ld'_4II I.�I_QII FLOOR TRUSSES ROOF TRUSSES FRAMING FAFENER_CAPACITT LEGEND 0 U2 SIMPSON MT5M16, 20 - (1)106 wl (4)1/4" x 2114" TITEN (TYP. FRAME TO MASONRY) SIMPSON META18-40 - (8)10d x 1-I/2" (TYP, FRAME TO MASONRY) 11 51MP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)10d EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET-XP EPDXY. (TYP S.Y,P. FRAME TO MASONRY) 12 51MP60N HIOA - (18)10d X 11/2" (TYP. 5YP FRAME) O ® 51MP50N M5TAM24 - (9) IOd w/ (5) I/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) SIMPSON LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO MA5/FRM ALL-AROUND) Ig 51MP50N MT512 - (14)106 14" (TYP. 5YP FRAME TO FRAME ALL-AROUND) 14 SIMPSON L5TAI8 - (14)10d (TYP. FRAME TO FRAME) O ® SIMPSON HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) 6IMP50N HTT4 - (1) 5/611 die. A.B. + IS-16d BOLT IN 51MPSON 5ET-XP EPDXY. EMBED A.B. 511 (MIN.) INTO CONCRETE (TYP. 5YP FRAME TO CONCRETE) 51MP50N HT520 - (24) IOd 11/2" or (20)10d (TYP, 5YP FRAME TO FRAME ALL-AROUND) 16 SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) SIMPSON HTT4 - (1) 5/8" DIA. ATR + (15)16D. EMBED AB. INTO MASONRY K.O. BLOCK 1" (MIN) INTO MASONRY K.O. BLOCK WITH 1 (2) SIMP50N MT518 - (14)106 11/2" AT EA. STRAP (TYP, 5YP FRAME TO FRAME) 51MP50N 5ET-XP EPDXY. (TYP. SYP FRAME TO MASONRY) 18 (2) 51MP50N HT520 - (24)10d 11/2' AT EA. STRAP (TYP. 5YP FRAME 5IMP50N HTT4 - (1) 5/811 DIA. ATR + (18)16D. EMBED A.B. INTO MA50NRY K.O. BLOCK 1211(MIN) INTO MASONRY KO. BLOCK WITH SIMPSON SET-XP EPDXY. (TYP, 5YP FRAME TO MASONRY) TO FRAME) lg 5IMP50N 6T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) O SIMPSON MGT - (1) 5/6 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO MASONRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP 20 (3) 51MP6ON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) 2-PLY TRU55 HEEL TO MASONRY) 21 (4) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME 51MP50N LGT3-505 25 (12) V411 x 3" 5D5 AND (4) 3/8" x 51' TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP, 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES FOR 3-PLY TRU55 HEEL MASONRY) ® g 51MP50N MSTAM 36 - (4) I/4" x 21/4" TITEN TO BLOCK AND 1-10d TO FRAME SIMPSON HTT5KT - 0 5l8" DIA. A.B.+ 26-5D 10" x 2 l/2" BOLT IN 51MP50N 5ET-XP EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES 24 51MP60N HT5MI6 - (8) IOd x 11/211 w/ (4)1/4" x 21/4" TITEN 2 (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) 5YP FRAME TO CONCRETE) 25 51MR50N M6TCM40 W/ (14)-16d SINKERS AND (10)1/41' x 2 114" TITEN 2 10 SIMPSON HGT-2 (2 ply member)-(2) 3/4" DIA. A.B. + 16-10d EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMPSON 5CREW5 O 51MR50N M5TCM60 W/ (20)-16d SINKERS AND (14)1/411 x 2 1/4" TITEN 2 26 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) SCREWS u NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE 5TRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE A8 PER SIMPSON STRONG -TIE CATALOG (C-C-2011), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, TRU55 DE51GN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'5 INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTNERUISE: 1: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 6IMP50N META20 (AT EAC SS) W/ (5)106 x 1-1/2" (U.N.O.) 2: ALL TWO 5TORYMASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. MAX)W/ (S) 10d x 1-1/2" (,+5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIREDso) (U.N.O.) 3, ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HIOA W/ (18)10d x 1-1/2" OR 51MP50N HT520 W/ (24)106 x 1-1/2" ITYP. FRAME TO FRAME ALL-AROUND (U.N.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMPSON MSTCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFIC,47*I0N I^OR LEDGERS (THE FOLLOUIINrg SHALL AFFLY UNO) LEDGER A (LA) - 2x4 PT W/ 114'' DIA. x 311 TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRU55ES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRU55 515TERE0 TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 18 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 (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD (1611 O.G. MAX.) W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/B" DIA. x B" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMP60N 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.G. 57AGGERED SET AT SHEATHINGS LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRU55ES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGt-1 SUPPORT TO THE MASONRY WALL. A TRU55 5157ERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLE85 THAT TRUSS 18 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR H7516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. DOTE AT LEDGERS C OR D HU/HUG28 2 OR HU/HUG28 3 MAY BEE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. INCLUDED ELEVATION W/ SECOND SUITE AND GAME RKTRUSS STRAPPING PLANS GARAGE LEFT K 0 w N00 OW 0 N� T V1 �MM i. �W0) �• CC Q • OO =F.ao E BOM m� i V � T h CO za11 L O • JOB NUMBER 27002, 304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REMISED No DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FIARIDA 34677 813.925.1300 TEL $13 . 92.5 . 1800 FAX W W W.IaAV1SBEWS.COM TAMPA • L7EIVVEFt � EST.1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P.E. #83217 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 TH E RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TOTHE ENGINEER. SEALED FOR STRUCTURE ONLY �7 Lu 0 ne, 0 C:) I 2582 ; • 77TLE __ • TRUSS STRAPPING PLAN GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI; FRONT ENTRY AND LANAI CEILINGS TO BE 1/S" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULE6 (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD F�RODUGT5: • 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 TRU55 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 RE5PON515ILITY OF THE TRU55 MANUFACTURER. THE 71RU55 ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT $ AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMP0NENT8 PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUT5 FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS Q TH15 TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGE5 AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, 5HALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST REGENT TPI CRITERIA. TRU55E5 TO BE HANDLED 4 INSTALLED USING MOST REGENT 5C51 RECOMMENDATIONS. TEMPORARY d PERMANENT BRACING SHALL BE PER MOST RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 18 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 5A5ED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION 5A5ED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET, PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 8 PRE -STRESSED CONCRETE COMPONENTS 16 ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTGRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS 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, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT (7 HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 8 CLADDING PRESSURES REQUIRED BY THE SEALED PLAN5. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY CRAB A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 8 TRIM_ • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED e 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" 18 NOT BE[NG USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 45'' O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL 5HALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL ANp FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/JOIST/5EAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2'' NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE 11615TERED" LOCATION (6) 0,131 X 3-1/2" NAILS EQUALLY SPACED •• A DLOCATIONS WHERE TELD MAY BHE FLODOR SYSTEM BE THE OW THE GUARDRAIL 6 PARALGTH OF THE SISTERED'' DINTO THE LEL To THE GUUARDRAILRTICAL E,BTHE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT S" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING BIDE OF THE KNEEWALL, THE KNEE WALL STUDS 5HALL ATTACH TO THE BOTTOM PLATE WITH 51MP50N BPI CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD 5HALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0,131 X 3-1/2" TOE NAIL5. TH15 ATTACHMENT SHALL AL50 APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALL5 THAT AL50 FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS 115Y5TEMB" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 5TORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 6 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO B /2 DRYLUALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 8 LANAI CEILINGS TO BE 1/5" STUCCO OVER 15/32'' 065. ROOFING 8 FLASHING (NOTE• SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAILS SHALL BECORROSION-RESISTANT NALIS CONFORMING TO A5TM F166I OR AN EQUAL CORROSION RE515TANGE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, 5TAINLE55 STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RE6f67ANGE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA8114, APPENDIX E. • SHINGLE UNDEIRLAY't PENT: MIN. 30• FELT (OR PEAL 8 STICK) INSTALLED PER MANUFACTURE 5PEC5 * FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL # 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 SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/S" STEEL ANGLE W/ 1/2" DIA X 5" 511"1PSON T1TEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 8 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X51lX3/5" STEEL ANGLE W/ 3/8" DIA, X 4" LAG SCREWS -8 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER BIDE • BRICK MINIMUM. ANGLE ANGL.E61ZE PER SSUPPORTS, AEISTH'I CRITERIA FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE 71115 402/AGI 530/ASCE 5 AS APPL I CABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR 5RICK/5TONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO REQUIRE 5RICK/5TONE BEARING ON TRUSS SYSTEM eF-LOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH ARIAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • CON </6TROL0OINTSTS SUPPORT -I R B EXCEPT AS 116ERA IS BR .NOTEOTHERS. CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 6 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: 1.1, FLORIDA BUILDING CODE, RESIDENTIAL 6 t�1 EDITION,' 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE i(ACI 315). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIC;N 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. DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5 BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION, 1.5. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DE51GN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -I PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4, FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRU55 MANUFACTURER TO INGREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TD INFORM THE TRU55 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 5/5" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE GEILINGS, 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. 50IL: 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 $ COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE $ MINIMUM COMPRESSIVE STRENGTH OF 2500 psi e 25 DAYS (U.N.O.). 4.3. REINFORCEMENT RE5AR5 ASTM 4615 GRADE roO (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A155) or FIBER MESH PER ASTM C1116 TYPE III 4.13, USE 015.BY VOLUME MINIMUM (1.5 L55 / CU YD). 4.5. LAP SPLICES 4 NOOKS 5EE TABLE. 5. MASONRY: 5.1, MASONRY CONSTRUCTION s MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/45CE ro/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. GENERAL SPECIFICATION FOR MASONRY 5TRUCTURE5: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT, 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 f'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C416. GROUT SHALL BE 3000 PSI U.N,O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE roO K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TD 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. 5.3.7. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE, 5,3.5, PRE -STRESSING ANCHORAGE, COUPLERS, 8 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES s 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 45 "REQ'D " 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVI5ION5 OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/51)' AND 'MICHIGAN CONTROL JOINT', 6. WOOD FRAMING: 6.1, DIMENSIONED LUMBER SHALL BE DRESSED 545, s SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'5 ASSOCIATION, 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS $ COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLU1" IN5 TO BE INSTALLED -a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. ro.3.2. ALL TRUSS BRACING LUMBER 5HALL BE S.Y.P. *12 OR BETTER. ro.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE 5PACED a 16" D.C. s SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 112 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE "2 GRADE U.N.D. 63.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. (o.3.Cp. INSTALL BLOCKING IN ALL WALL STUDS OVER 5'-O a MID -HEIGHT, $ SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.G. MIN. coal. ALL LOAD BEARING WALLS 5HALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FA5TENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. &A, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER 5HALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. II-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.G.). (SEE PLAN5 FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. ro.6.1. ROOF SHEATHING: 5HINGLE OR METAL, 7/1ro" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED 5HEA7HING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO AGCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. (6.6.2. WALL: 1/I61' MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6,ro.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., 5EE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS - GENERAL STRUCTURAL NOTES (CONT.): 6.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OP LIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.5 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 6IMP50N STRONG TIE CO., U5P, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR 45 PRESCRIBED BY THE MANUFACTURER. ro.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM 5HALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 5HALL BE UTILIZED A5 THE PERMANENT BRACING FOR THE ROOF 5Y57EM (U.N.O.). ro.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7A(o'l APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/62, ATTACH TO SLAB UJITH 1/2'' DIA. x 10'' A.B. -a 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 8IMP50N 5D525600 'a 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 6IMP50N HT516 OR TO BLOCKING ABOVE Q 24'' O.C. A5 PER DETAIL 'F'/52. BLOCKING DEFINED (THE FOLLOWING SHALL APP7N.0.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 U5ED AS A< GENERIC, TERM. TH15 NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 SYP, U.N.O. • BLOCKING 5HALL 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 FL,ATWI5E), AND 5HALL EXTEND TO FILL THE CAVITY FORMED BY THE 5TUD5. U.N.D. • 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, ,AND A< SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN ,A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, ,AND FLATWI5E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB GOMPONENT5, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND ,A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED `VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF ,AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LO,AD5 (I.E. - STUD P,AG1<5) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING IN5TALLEI7 BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHIGH SUPPORTS THE 5HEATHIN6 JOINT5 MUST FOLLOW THE HIP OR VALLEY AND 5HALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED- U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPIN6, BRAGING, AND SUPPORT, U.N.O. 5PECIFICATION FOR BUCK ATTACHE TENT FOLLOWING PP Y ..O. • IF 1x - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x • IFK F 2x I - ATTACH TO MASONRY w/ 1/4" x 3" MA50NRY ANCHORS -1 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIM'ITATION5 (THE FOLLOWING PPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWINGS SHALL APPLY UN.0) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL NAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 511 . • ALL 1/2" DIA, A.B. INTO THE TOP OF A GROUTED MASONRY 5TEM1ALL SHALL HAVE A MINIMUM EMBEDMENT OF (o • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF T". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. 5PECIFICATION5 FOR THOSE DEVICES MUST ACCOMPANY THE,` % it NOTATION TO U5E SAME. 5PECPIGATION FOR LANDING5 4 5TAIR CON5TRUGTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2XI2 02 SYP. �`�® "°•' • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. use/�I o • 5TRINGER5 RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: of -1 MASONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONCJ. of 6 WOOD WITH (4) 0,131 X A" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• 6 CONC. W/ 4" DIA. X 3" TAPCON5 6 12" D.C. •• 6 WOOD ATTACH W/ 0.131 X 31" NAILS AT 5" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. ATTACH •• STRINGER BUILT IFOOT FOLLOWS: A. 0'131X3i" TOENAILS E LANDINGS SHALL • •• JOISTS TO BE 2X8 "2 5YP, MIN. ,s 16" O.C. •• 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 2X5 END JOIST WITH (3) 0.131X321" R.5. END NAILS AT EACH LANDING JOIST, •• (2) 0.131 X 3j" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. ••• LEDGERS 013I 3` NAILS WITH: EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• i" X 3" TAPCON5 a 8" O.C. STAGGERED a MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS, SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF PBCR TABLE R301.5 4 SECTION R312. CONFL IG75 (THE FOLLOWING PPLY U.N.D.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATE[) BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THE MOSTPPE MAX. MEAN ROOF HEIGHT 27.5' MAX, • � RE AASEALED DIRENGENT CTIVE ROM ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF © 10 SQFT + 28.6/-117.1 PSF © 20 SQFT +26.5/-109.1 PSF D15CLAIMER (THE FOLLOWING 5qALL APPLY U.N.OJ © 50 SQFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 IN THE © 100 SQFT + 20.2/- 91.8 PSF FIELD AND REPORT ANY DI5GREPANGIE5 TO THE ENGINEER PRIOR TO 5TAR7ING ANY WORK. WALL @ 10 SQFT + 49.7 /- 66.7 PSF © 20 SQFT + 46.3/- 62.3 PSF ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF r HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL (s 50 SQFT + 44.6/- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY © 100 SQFT + 42.1 /- 55.2 PSF GON5TRUCTION EXECUTED FROM THESE PLAN5 © 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLF-55 TO ANY GARAGE DOOR 8' WIDTH + 44.3 /- 49.4 PSF LIABILITY, GLAIM5, 5UIT5, OR LITIGATION BY ANY 10' WIDTH + 43.6/- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGA7ION5 ACCOMPANY 7HE5E PLAN5, THEY 12' WIDTH + 42.9 /- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0 /- 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES.. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISGREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE. RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLAN5, REGARDLESS OF WOW 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 LIABIUTY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK `r O W z,� = a 0, < w z w Lu um = p0=a fl wI LL= W a 5z>z V 1 0WoaN w Lo Wzow Witz¢Oa CSC L of m ~�z< Z J w 00 -zzpw '�sp=- G1C Z D w 2Z15R 2h-=zw LL lD 2 LLo�w Q -� y5 OC E LL Ll Z'wZ=� ci 37z, �n W >UU� wl7ww� J m Q W Q ,z Q = W �a= HwacNoc W m 0 a w W 0 o a a Um ocr) ~ W -- Z m Z_ )m a m - N <:I- Lr1 J W W 1- C,00 m w N Z w O d J N o z LL� < w Z x�: m 0 w V J J LL x < ~ a W � vi z 0 C) pill/ s� a , 2e • � w I®` J DATE 03-06-10 SCALE NOTED DRAWN MK/PDK JOB content: 115tructural Notes Sheet number: N1 142-21.5 PRE- ENGINEERED WOOD 12 TRU55E5 o 24" 0/C UPLIFT CONNECTOR (SEE TRU55 (trPJ SEE ELEv. SHEET FOR SCHEDULE) SIMPSON SP2 EA.5TUD 1116" APA RATED SHEATHIN SEE 5CHEDULE FOR DOUBLE "2X" FASTENING S.P.F. LOP PLATE / d\ a / �\d e:G .e'• 4.2-I2 .lI ad �►! 4 05-2-1/21, d d,. 4 ° •i LAP SPLICE EMBEDDED STD. 900 HOOK STD, 1800 HOOK Ye .' •y °.. PLAN FOR SIZES 8 MORE INFO. rL-�Masonry Wall Reinforced Cell Detail S SCALE: NTS 10" MIN. ` 8x8 K.O. CUM BOND BEAM , + --- - - / 1 15 BAR CONT ,A °*• A' ,1' .•• .1: .• •, !•' • PRE-ENGINEERED CONIC. LINTEL °v BAR CONT. ® CONNECTORS IN LIEU OF NOT FOR USE IN THE HVIi Z (DADE, BROWARD) EMBED ACI 5PH4 CONNECTORS SHOWNOAD. Kneewall Above Masonry Wall Detail 5TD. NOOK IN °:' .5 BAR VERTICAL WALL REINF. BEARINTEING WOR ALL (/ S 1 FOR LOCATION5 (4) 106 NAILS At 2x8 WALL5 USE 5PH8 SCALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE 5PH4 CONNECTORS SHOWN. BRG. TRU55 BRG. FOR WALLS LARGER THAN , Rebar La , Embedment & Hook Schedule 2x8, USE 51MP50N 5PI 5 ON S-1 SCALE: NTS SEE PLAN SEE PLAN EACH SIDE OF STUD TO J BOLT W/ NUT 1 WASHER (REFER t0 NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION REGARDLESS INSTRUCTIONS FOR SPACING 4 SIZE) �' ': • *5 DOWELS SEE PLAN FOR HATCHINGp 5P2'S ON EACH SIDE OF •5 VERT. WALL NOTE: LOCATION LAP 25'' MIN. STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "At 2x6 WALLS USE 5PH6 SHOWN ON 2x6 P.T. JAMB UPLIFT CONNECTOR CONNECTORS IN LIEU OF WALL TO TOP PLATE w/ U•N•O• CELLS 50LID EMBED ACI CLEAN OUT INTERIOR LOAD (SEE PLAN FOR PLANS, WALL5 51MP50N 5PH4 w/ a (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN. 57D• HOCK IN THAT SUPPORT SEE TRUSS SHEET FOR NOTE: AT 2x8 WALL5 USE 5948 BEARING WALL SIZE) 5YP 2x4 MIN. 12-10d NAILS ADDITIONAL STRAPPING a FOR SCHEDULE) FOOTING STUDS '� 16" O/C ROOF TRUSSES d "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF J,0'-0" FINISHED (W/0 UPLIFT) EITHER e COLUMNS 5PECIFICATION5, JAMB SHALL BE 2x6 SPH4 CONNECTOR5 SHOWN. FLOOR DIRECTLY OR (I) SIMPSON 5PH4 W/(12) 10d FOR WALLS LARGER THAN -`--STUD BEARING WALL (SEE MIN. 8 SHALL BE ATTACHED TO THE DBL. TOP PLATE y FOOTING SEE FOUNDATION PLAN INDIRECTLY GARAGE TO PLAN FOR SIZE) 5YP 2x4 MIN. M1A5CNRY/CONCRETE w/ 1/2'' DIA, x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON 5PI'5 ON '" '' FOR SIZES 6 MORI= INFO. HOUSE WALLS, EACH SIDE OF STUD TO °;',`'.1.'°,t •.', ::'.•,•,. 4. ' a GARAGE t0 1/2 GYP. BOARD . BUILT AS INSULATE PER TRACK/BRACKET FROM THE SLAB, USE 2 DIA. WASHERS 1/2 GYP. BOARD BOTTOM PLATE 4 SIMPSON I BEARING WALL CALC5/SPEC5 1/2U pSA. x 8 �ITEN HD 'a 24 FASTEN PER MANUF. MIRK AT EACH BOLTT LLOCATION. RACK 5P2 S ON EACH SIDE OF 1/2" DIA. x 8" HOUSE WALLS, I ' . -' TITEN Hp 6 48" INSULATE PER D.C. FOR A MAX. UPLIFT OF 0 O.C. MAX (SEE CALC5/5PEC8 W/UPLIFT 1500 LB5. ON EACH TRU55 SPECS, ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. I SCUDS 16 O.C. STUD t0 LOP PLATES. FOUNDATION (1) 51MP50N 5PH4 (5EE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA U.N.D." PLAN FOR w/ 12-106 NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS B WA5HER5 6 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL, CALC5./5PEC5. N Mason Column Lanai/Entry etas EXCEPTIONS) NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 SCALE: NITS PT BOTTOM PLATE WOOF UPLIFT) PT BOTTOM PLATE S 1 SCALE; NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X Pt SOLE PLATE 0'-0" ° " (1) SIMPSON 5PH4 W/(12) 10d-�...-- 05 BAR TRANSITION as „ ° _ a°. �A �°'' 0 _0 DBL 57 TOP PLATE 4"GONG. SLAB. SEE COMMON NAILS EA. STUD � ° STEEL ACI STD. K.O. CMU BOND I- e. FOR WOOD FRAME WALL TO FOUND. PLAN FOR �1 `;' ';'' ,'.' HOOK (TYP) FOOTING SEE I _ - FOOTING 5EE : '.:s MORE INFO. w C I- - - FOUNDATION PLAN MASONRY ATTACHMENTS THAT BEAM ' FOUNDATION PLAN FOR - I= - —III- I EL V 0'-0" TOP OF SLAB fk ff III I 5IZE5 1 MORE INFO. FOR SIZES k MORE OCCUR a A LINTEL USE 1/2 x 6 5P4 TOP - d 0 INFO. THREADED ROD SET IN ' --� } 4 x, y. 0 Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. Q - - - - B Load Brn Interior Stud Part. Detail - - S 1 With Uplift SCALE: NTS 5EE FOUND. PLAN } ;; •';. ; 1 . ;: VERT. WALL REINF. S-1 SCALE: NTS 2 X S.Y.P. STUDS 16" D.G. - U.N.C• w FOOTING SEE ` ,•'.a ` • '. Without Uplift w FOUNDATION PLAN FOR ., LOAD BEARING OR SIZES MORE INFO. GLEAN s COMPACTED SOIL. c EXTERIOR WALL 2 X 5TUD j 195�o MODIFIED PROCTOR PER A5TM D1551) STBA RTR �NSDITION',' SHINGLE / TILE ROOF - SEE ELEVATION • " PRE ENGINEERED WD PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 -1 24'' O.C. '` 8" C. M. U. Gara e Wall Section Brn Wall HOOK (TYP) PER MANUFACTURERS SPECIFICATIONS. SEE 10" x I/2" DIA. "J"j CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV.Uplift °. �� ••• ••°•••°°° -38 INSULATION OR PER ENERGY CALLS. BOLLS WASHERS a 1" X P.T.STUD S-1 W/ U lift SCALE: NTS DOCUMENTATION TO INSPECTOR 6 TIME OF R _ p ' INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) N 05 VERT. IN FILLED • ° � : . Lu - UNpERLAYMENT TO COMPLY WITH FBCR META20 UNLE55 NOTED OTHERWISE 5EE CENTERED IO WALL CELL 905.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRIG. OR GARAGE 1/2" DIA x 6" P Masonr Transition Detail �.®�> z .. •• +„ FLOOR (4) 106 NAILS INTO S 1 SCALE: NTS `ice•°•'•...... • • �"���` BRNG WALL TITEN Hp TRU55 DBL TOP PLATE °i d' ELEVATION VARIES% BRG. TOP of MASONRY TITEN Hp 40" O.C. IF 2 X P.T. PLATE SEE PLAN oi� d � PR ova SOFFIT/FASCIA LE55 THAN 5'-0" WALL 15 INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF EXTERIOR FINISH 1/2" GYP. BOARD d ° TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR ° $ PAGE FOR GARAGE 50FFIT/FASCIA DETAIL WITH UPLIFT. _ _ (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD GROUTED FULLY I, APPLICATION ° ° • ° GRADE pA5HER8 �L4'-0" O.C. 4 VARIES SEE ROOF PLAN .� ' _ 2X S.Y.P.I STUDS 16' O.G. II II ° ^° • ' . — �� (MAX.) CENTERED ON DRILL 4 EPDXY 8 x8 K.O. CMU BOND BM. w/ I - 05 BAR (1) SIMPSON 5PH4 • Q '' o '' — - WALL. (REFER TO FND 4 INTO LINTEL/BOND Ix2 PT NAILER ° — - FLR PLN FOR WALL •©T MISSING DOWELS: WHERE FOOTING CONT. (MIN LAP = 25) GROUT CELLS TYP• ,� ; , R' INSULATION OR PER ENERGY OR CIP BEAM DOWELS ARE PLACED INCORRECTLY 1/2" DRYWALL SOLID -VERIFY W/ FLOOR PLAN. °p;'. — = THICKNESS) CALC5./SPEC5. ABOVE WITH OR MISTAKENLY ELIMINATED, REPLACE ° ° • ., ° p "' _ MINIMUM S"x8" PRECAST CONCRETE LINTEL — — CONT 2 Pt SOLE PLATE OF 5" DOWEL At PROPER LOCATION W/ VERT. WALL REINF. _ = X O EMBEDMENT WINDOW OPENINGS SEE FLR PLN _ 4"GONG. SLAB. USE SIMPSON SET GRADE 60 05 BAR. INSTALL IN SLAB n 'A s. ° EMBED ACI 5TD, HOOK FOR LINTEL 5CHEDULE SOOTING 5EE a —_ SEE FOUND. PLAN HIGH STRENGTH W/ 5" MINIMUM EMBEDMENT USE IN BOND BM. S BAR FOUNDATION PLAN FOR — — — — — — = I SIMPSON SET EPDXY. MAXIMUM OF 3 PRECAST CONC SILL SIZES 8 MORE INFO. _ _ _ _ — = FOR MORE INFO. EPDXY IN A ROW 4/OR 10 TOTAL ON A CURTAIN NAILER PT -' '—I I—III=1 I I=I =III-1 I- EL V 0 -m TOP OF SLAB a PROJECT WITHOUT WRITTEN APPROVAL. 77777 lx4 6 WINDOWS 8 S.G.D. 15 BAR PERT, WALL REINF. CONT, I n - - - - - __ ,..... _. .. _ • MISSING TRU55 ANCHORS: TRUSSES TO BOND BEAM. EMBED ACI 5TP. NOTE: ti ..F; ° . W C ARE PLACED SUCH THAT AN HOOK 6" IN BOND BEAM. GROUT AT 2x6 WALLS USE 5PH6 CCNNECTOR5 N LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS �: SEE FOUND• PLAN EMBEDMENT ANCHOR 15 MISPLACED WINDOW W/ SCREEN USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN FOOTING SEE (WHERE APPLICABLE) CELLS SOLID. w * DRILL 4 EPDXY 6 . ,. OR MISSING MAY BE FASTENED TO THE 2x8, USE SIMPSON 5P1 S ON EACH SIDE OF STUD t0 BOTTOM PLATE 8 SIMP50N 5P2 S ON FOUNDATION PLAN w " :�. ''• MINIMUM EMBEDMENT u MASONRY BOND BEAM USING ONE EACH SIDE OF STUD TO TOP PLATES- U.N.O." FOR SIZES 4 MORE,. '.' . j,:, CLEAN COMPACTED SOIL. 5" SIMPSON SET - SIMPSON HT5M16, MAX. CAP IS I1-15. lx2 PT FIR STRIP a 24" O.C. 8"x16" G.M.U. PER ASTM C-90 (TYP.) INFO. FM=1900 P.5.1. (MIN.) W/ TYPE M OR (959. MODIFIED PROCTOR PER A5TM p1551) EPDXY MAXIMUM RI 5 N A ROW � L TOTAL 5 MORTAR PER ASTM C-2-10 K Garage Wall Section Brn all WITHOUT WRITTEN APPROVAL. 1x4 PT BASE NAILER I/2" DIA x 6" AB AT INT. SHEAR WALL S-1 SCALE: NITS -' INSUL. PER CALC5. SPECS OR TITEN HD ONLY U SIMPSON H3 W/O U Ilft EXISTING MASONRY 4"GONG. SLAB, 5EE O O.C. IN w/ 8-Sd NAILS FASTEN BOND BEAM OR FOUND. PLAN TO TOP 8 BOTTOM SLAB ELEV 0 -0 TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ, 1/2" GYP. BOARD 2411 GDS FOOTING SEE . �j BLOCKING 6 48 O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES � MORE INFO. HILTI GF62 POWDER INSULATION OR 5/8" CEMENTITIOU5 FIN15H PER • 48toC. OR EQUAL CALC5./5PEG5. Q TYP. Retrofit Vert. Dowel Detail FBCR 103.1.2 T ical Ext. MasonryWall Section SCALE; NITS CONT. 2X PT SOLE S.� SCALE: NTS 4"CONG, 5LA5. SEE PLATE FOUND. PLAN FOR MORE INFO. CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: Q . EL V 0'-0" TOP OF 5LA5 PLAN A TOP LIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: - " ;_'_�'_ cL 05 VERT. CORNER SEE N-I FOR / I. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.G, w " - —' ' "' ADDITIONAL/ALTERNATE '°Y' ;' 5EE FOUND. PLAN, CONCRETED W , PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: FOOTING SEE � CONTROL JOINT ID0E5 NOT EXTEND 1• 5/8" DIAMETER x 6" EMBEDMENT 5IMP5oN TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR (LEAN s COMPACTED PROP SOIL. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE THROUGH TIE BEAM/Ko BLOCK 0•C. P RE615TING UPLIFT LOAD5 OR 3 1/2" EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY SIZES MORE INFO, 195io MODIFIED PROCTOR PER ASTM p1551) BACKER BAR AT MAX. PLAN FOR SIZE B LOCATION) LOADS �5 LAP GONT. EXPOSED FACE COURSES M Garage Wall Section Non-Brn . 25" LAP H)Brng Wood Frame To MasonryAttachment Detail S 1 SCALE: NT5 Exam le CMU Wall Control Joint Detail S-� SCALE: NTS R Corner Continuit Detail E p Wall Only S_1 SCALE: N.T.S. S SCALE: NTS 10" MIN. " K.O. CMU BOND EMBED ACI 57D. HOOK IN BOND BM. ° *5 BAR VERTICAL WALL REINF. +; GROUT CELL5 50LID SEE PLAN FOR LOCATIONS S DOWELS SEE PLAN FOR �. LOCATION LAP 25" MIN. °,' . GLEAN OUT EMBED ACI J, 0'-0" FINISHED FLDDR 5TD. HOOK IN .:: FOOTING ' ; "• :� ; 2X4 PT STUDS 6 16' O.G. OR CRICKET A5 ° FOOLING SEE FOUNDATION (1�1X4 PT STUD Q 24" D.G. ti. e, ,' , : s e 1, REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 511*1P50N 51=1 a EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. @ 24'' O.G. UPLIFT CONNECTOR (5EE SCHEDULE) SIMPSON 1META20 6 EA.5TUD MOISTURE BARRIER 8"XS"X16" K.O. BLOCK W/1 15 CON • { :,'. (1)5 VERT. IN CONC.FILLED CELL 8 FILLED W/2500 1051 GROUT W/ 5TD, 'S0° NOOK IN K.O. BLOCK 01 HATC;`-I ING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADFE II BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLIGE 0 A II 11511 lcil IID11 'All 11511 pG�� 11011 *3 11/8 41/2 7 15 21/4" 41/2 131/4 16 04 21/2 1 6 51/2 20 3" 6 121/2 21 05 3 1/8 1.5 II 3/4 25 3 3/4" 1.5 15 1/2 26 % 3 3/4 9 14 30 4 1/2" 9 151/2 35 01 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 08 - - - - 8" 12 24 3/4 14 9" 13.5 28 95 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY GONTRAGT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 0 W z.� I=—zoZ w1vn0 w p] W — So= _° a h W Z Z N V Q w i W Z O J W W o = N cn 00 .>iz ¢z4Hw = 2 z z 8 2 2 5 rz. dZ J 00 E--It �aoo ZV')„ ozZ Z :or�W Z =FQ2W O 0 © ter, _ �w� LL LLw=w Ww�aa� �-�- 4L zwz=9 0 Wwv l7zaW d V=w0 Z —WLnLnzwm J °'� LL' W i 0 <, z Q W n 1^1-J� I—WOCw= W =aum a��< Vf - o o ¢ D uM �C:)cn LL' m w Z = � m mom III N Q d' Lr) mMMM I<u F- 0 00 m w cv mmm Lf7 CC o d' Z 00 o 75 0 z ILL_Q w Z Q }m0 �°C LJJ (� ~ W Q z u 13 M O a --ll DATE m3-�S-18 SCALE N07'ED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 51 DORMER ROOF 5Y TRU55 MANUF. SHEATHING ATTACHED TO EXTERIOR FRAMING PER F_ DETAIL "0" THI5 SHEET. ,x SIMPSON MT512 6 EACH TRUSS T_ 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X 5UCK5 ATTACHED W/ I/4"x 3" TAPCON5 6 12" - � L L J FRAMING ABOVE/BESIDE 3.5" SAVE DEPTH REQUIRED MIN. O.G. WITH MAX, 6" FROM WINDOW PER OPENING t0 END OF MEMBER 6 MAS, -II- MEET SHEATHING SPAN TYP. LOAD BEARING WALL CONST. 51MFD50N MT518 -S OPENINGS. RATINGS/CODE.1�II „ �� 2 x4 6 16 O.G. (SINGLE 507. F'LT., DOU5LE TOP PLTJ EACH TRUSS MEMBERS ATTACHED -SIMPSON A35 � ALL SPACING. USE SIMPSON 5P2 6 STUD TO TOP PLATE, BPI STUD TO W/ A35 WHERE 2X t0 2X CONNECTION POINTS. 50TTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT NEEDED T NEEDED To MEET BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) MANUFACTURER'S ATTACHMENT POINT WINDOW ATTACHMENT ROOF TRU55 5Y REQUIREMENTS. PER MANUFACTURER'S SPECIFICATIONS ROOF TRU55 MANUF. TYP. >< 2"x4" BLOCKING AT 24" O.C. 5ELOU SIDE WALLS 5ETWEEN SUPPORTING TRU56ES ATTACH W/51MP50N A34 IF 1X THEN ATTACH OR EQUAL AT EACH END TYP. WINDOW THROUGH 5UGK TO CMU/ WOOD WINDOW ATTACHMENT POINTS TO 2X SIMPSON L5TA12 AT EACH STUD TO FRAMING. IF 2X THEN ATTACH TO 2X BUCK. MEM5ER5 OR DIRECTLY TO CMU/WOOD F OFAG, t0 N RED BLOCKING, RELATIVE NUSMBER REEQU ATTACHMENT POINTS PER MANUFACTURER. 2X 2-2"x4" BLOCKING WITH 4-16D 5UCK5 TO 5E ATTACHED TO CMU PER ALL WINDOW TOENAILS EACH ENp EOM T TOLL TYP. LOAD BRG WALL SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO 5E SIMPSON A35. KNEE ATTACHMENT TO 2X 5LOCKING REQUIRES END 21Ix4" e 16" O.G. (SGL WALL A50VE ARCH NECESSARY ONLY PER ATTACHMENT OF SIMPSON Mt518 50TT. PLT., DBL TOP IF 2X ATTACH TO CMU. w/ I/4"x 3" TAPCONS OPENING VARIATIONS. MIN, 2X 5UGK FOR WINDOW/SNEATNING ATTACHMENT 5LOCKING TO 2X DIAGONAL W/MIN SHINGLE /TILE ROOF 12 PRE ENGINEERED UD TRU55 24" O.C. EACH TRUSS PLT,) 12" O.C. W/MAX. 6" TOP/SIDES OF ARCH OPENING, IF ARCH TOP (2)106 NAILS, END NAILING TO - SEE ELEVATION SEE PAGES FOR MORE (TYP) SEEV. 51MP50N L5TA12 FROM ENp OF 5UGK. (TYP. ALL 2X WINDOW PROHIBITS 2X THICKNESS -1 CENTER OF ARCH, USE DIRECT ATTACHMENT To MEMBERS FOR INFO, FASTENING TO , F INSULATION PER ENERGY CALC5. EACH STUD OR EQUIV. 5UGK ATTACHMENT.) CMU/WOOD FRAMING WITH OR WITHOUT 1X BUCK WITH 2X BUCK -1 EACH 51DE TO ATTACHWINDOW/BLOCKI T ATTACHMENT NOT BE PER MANUFACTURERS 2-2"x4" BLOCKING WITH 4-16D EDGES OF OPENING, ALL TAPCON5 TO HAVE ALLOWED. SPECIFICATIONS. CONTRACTOR TO HURRICANE ANCHOR 6 EACH TRUSS SEE COM TOENAILS EACN END MIN. 1-1/4" EMBED REFER TO ORIGINAL PROVIDE MANUF.PLANS TRU55 SHEET FOR MORE INFO. FOR DOCUMENTATION TO INSPECTOR e TIME OF ELEVATION VARIES INFORMATION NOT SHOWN. DETAIL INSPECTION. IF 2x8 PT VERTICAL (A5V.) e WALL TO 5E ATTACHED EASED ON SHINGLE IS USED, TOP PLATE DORMER ROOF 5Y J WITH 1/2" ANCHOR 50LT a 24" O.G. TYP. Ix4 PT VERTICAL (5ELOW) 6 WALL TO 5E ATTACHED WITH General Irregular Window Attachment INFORMATION PROVIDED 5Y UNDERLAYMENT t0 PLY WITH FSGR COMPLY TRU55 MANUF• DR CONVENTIONAL 1/4'' x 2-1/4" TAPCON 6 12" O.C. OR PER MANUFACT. M S-2 SCALE: NTS CONTRACTOR, 1 FRAME (SEE PLAN) SPECS. CMU WALL BELOW 6IMP50N G516 7 CORNER 6 16" O.G. HORIZONTALLY 1/2" GYP BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING SIMPSON L5TAI2 6 EACH VARIES SEE ROOF PLAN WITH 4-16D COM TOENAILS Q EACH STUD OR EQUIV. END ROOF TRUSS BY ROOF TRU55 MANUF. DBL "2X" TOP PLATE SEE TRU55 7/16" MIN. APA DOUBLE TOP PLATE W/ SIMPSON 5PH4 6 TYP. LOAD 5EARfNG WALL SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) EA. I STUD H. S E NAILS EACH. SEE TABLE ON SHEET 5-3 HEADER SCHEDULE PLAN FOR 2 EXACTX12 N.0) 5OTTT.TPLT., DOU5LETOP PLT)E TYPICAL PLAN VIEW GMU WALL SELOU STRAPPING FASTEN EA, SCUP TO TOP PLATE / 90 NOTE: "At 2x6 WALLS USE FOR STUD SPACING SIMPSON 5P2 W/ Misc. Dormer Knee Wall Attachment Details (2) NAILS FASTEN HEADER S 2 SCALE: NTS SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES • • FULL DEPTH BLOCKING PER HDR. • I PANEL EDGES lu/ DETAIL J/52 SEE TRUSS SHEET 2x TOP PLATE SEE TRU55 SHEET (3) 16ol TOENAILS EA. END FOR STRAPPING CONT. FOR STRAPPING �_ TOP CHORD 51MP50N SPl lu/ 10-10d NAILS EA. GYP. 50ARD RETURN TRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROMD TRUSS TO TRU55 ON TOP OF 50TTOM RATED 5HTG. PRE-ENGINEERED PRE-ENGINEERED CHORD # 507TOM OF TOP CHORD FOR STUDS BELOW HDR, (2) ROOF TRUSS. 2X 6 16'' O,G, :� . ROOF TRU55, (2) 0,131 x 3 1/2" COMMON NAILS 6 EA. 51MP50N SP4 Lu/ "2X" SILL a CONNECTION 6-10dx1 1/2 NAILS IN5UL. PER ENERGY CALC5. 2x 5OTT, PLATE f PRECAST EA STUD 1/2" GYPSUM BOARD CONT. CONCRETE e11 U55 • • SEE TRU55 R MORE INFO 2x STUDS 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 SIMPSON 5P1'5 ON EACH 5113E OF STUD TO BOTTOM PLATE k SIMPSON SP2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." LINTEL. SEE PRE-ENGINEERED WOOD R INSTALL 1/2 X 6 10" x 1/2'' DIA "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN FOR MORE INFO, 1/2" GYP, BOARD APA RATED SHEATHING NAIL PER SCHEDULE "O„ THREADED ROD SET BOLT 0 24" O,C, PER SCHEDULE, MIN, 16d a 6" O.C. 2x8 PT MIN, FRAMING FROM E OXY6SIMPSON EPDXY 2'-0" ``��►`�� t 1/4"X 3 1/2" NOTE: TRU55 6 16" O.C. CONT. TO INSUL. PER CALC5, 4 SPECS O.C, (MAX) ..••••• •. 4" CONG SLAB 2X Pt SOLE PLATE POCKET, MASONRY SCREU g O C 'TYPICAL At ALL LOADCOMMOND tRU�53CHORDS CENTERED ON WALL. ,,aQ ° °'° SEE PND, PLAN SLIDING DOOR. PRECAST 0,131 3 I/2" 5EARING 5YP. COMPONENTS, I Structural GMU WALL -SEE 2x PT Kneewall FLOOR PLAN FOR BOTTOM ELEv 0'-0" TOP OF 5LA5 CONCRETE LINTEL. SEE x 6 4" O,G, GRADE SHALL 5E USED FOR NOTE: 2X8 PT MIN. a $.2 SCALE: NTS MORE INFO, PLATE ,� : U s �� v FOOTING SEE — a. .a _ FLOOR PLAN FOR MORE INFO. POCKET SLIDING 2x4. FOR 2x DEPTHS VERTICAL -8 WALL TO BE ATTACHED WITH FOUNDATION PLAN FOR SIZES MORE DOOR. GREATER tNAN 2x4, 02 GRADE 1/2" DIA. x 6" TITEN HD. ®o®e®�a 1 INFO, OR BETTER MAY I I ► 1 � Typical Ext. Frame Wall Section FOOTING SEE 5E USED. ALL 4x MATERIAL MAY NOTE: 1X Pt VERTICAL 'a WALL TO 5E ATTACHED WITH 1/4" x SPI EACH STUD JOIST RqF R St BOUNDARY NAILING FOR A 8_2 SCALE: NTS FOOTING SEE FOUNDATION FOUNDATION 5E "2 GRADE. 2-1/4" TAPCON a 12" O.G. OR 2x8 PT WALL, DASHED LINE PLAN FOR 4"GONG. 5LA5. PLAN FOR U.N.O." PER ANUFACT. SPECS. lx6 HEAD INDICATES SIZES e MORE SEE FOUND. PLAN SIZES 4 MORE INFO. 4"GONG. SLAB. TOP PLATE OF INFO, SEE POUND, WALL 2x8 LEDGER W/ 2x8 LEDGER U/ 4-0.131 3 I/2 PAVERS OR PAVERS OR 4 CONC. PLAN INSTALL GLASS PER SLoCK WALL BEYOND 4-0.131 x 3 1/2" R.S. NAILS PLYWOOD t0 x R.S. NAILS 4" CONC, SLAB ° a 5LA5 ° a' :. a, : MANUFACTURER EDGES (HEATS OP TRU55 TOP EACH STUDS EXTEND PAST EACH STUDS a 4 ° - — ° ° .a ° SNEATNING) CHORD FLOOR TRUSSES HANGER TO 5E 51MP50N ° " �' ` 4 ° ° ° 8 CAULK UNDER FRAME ; :. K.O. lu/ 1-5 CONt. EDGE WOOD LUS, LSU, ^° . -., •. �., FIEL [PRE-ENG. FLOOR TRUSSES OR L55U as... HANGER TO PRE-ENG. 5E SIMP60N WOOD ROOF LU5, LSU, OR PRE -EN IINEERED MIN. WOOD R CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail CONC. SILL ° PER BGR 10 .125 FINISH BOUNDARY TRUSSES H I TRUSSES L55U MIN. INTERIOR $-2 SCALE: NTS S 2 SCALE: NTS dw i.. AREA '..;: 4" GONG SLAB . " S a CORNERS 8 46" O.C. BLOCKING SEAM FOR WALL, BOUNDARY NAILING FOR PLYWOOD TO SEE FLR PLN FOR HDR. SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 e MAX. PANEL OVERHANG 2x8 LEDGER W/ 4-0.131 x 3 1/2 R.S. INTERIOR AREA EXTEND TO 50TTOM OF WALL FOR ROUGH OPENINGS UNDER 5'-0" l U SIMPSON G516 OR (I) 51MP50N SPH4 w/ 6-10d NAILS EACH 16" O.S. (CAN WHERE THE HEADER 15 NOT FULL WIDTH OF THE WALL ADD 2x PAD BLOCKING •� a � , .` a . ° •° ; ... ° ' SHEATHING CLIP FOR ROOFS OUTRIGGER 24" O.C. NAILS a6 EACH FLOOR TRU55 2x8 LEDGER W/ M5TA24 Iu/ 22-10d NAILS - CENTER ON HEADER U.N,O. 111 NOT GO OVER SHEATHING) 16" O.C. RIPPkD DOWN SUFFICIENT TO FLUSH THE HEADER t0 WIDTH s ALLOW ° ° ° a' a a. a .. 4 a °' . a.:. , ° a TONGUE FIELD GROOVE FOR FIELD 5U5 FASCIA OR (FfELD vERIFY WITH TRUSS 4-0.131 x 3 1/2 R.S. NAILS NAILS EA. SIDE INTO cRIPPLE STUDS) IU.N.0) THE INSTALLATION OF THE SPH CONNECTORS ABOVE THE NEADER, °. °a 4 FLOORS WALL PLATE BOUNDARY LAYOUT EACH 5TUD5 FOR THE PROPER INSTALLATION of THE CRIPPLE STRAPPING. AT 2x6 WALLS USE • a . FOOTING SEE . FOUNDATION PLAN °` °', °' : a ' NAILING LOCATION) WITH -OUT FLOOR SPH6 IN LIEU of 5PH4, AT 2x8 WALLS USE OF FOR WIDER WALLS -5PI516 .. FOR SIZES 4 MORE ° ° ^ ° (PERIMETER OF D I APNRAGM) WITH FLOOR TRU55 TRUSS FOR ROUGH OPENINGS OVER 11 SPE SIMPSON 44AFO INFO. 5 -m USE (2) SIMPSON G516 CONFIGURATION. ATTACH PAD BLOCKING OR (2) MSTA24 (UN.°) " Non-Brn .Frame Down Header Detail - G Typical Led er Detail PROVIDE w/ (3) 0.131 x 3 I/2 NAILS TO HEADER MIN. 5530 O DOUBLE BOTT. U.N.O." L "2x "KING STUD L53ra OR S-2 SCALE: NTS S-2 SCALE: NTS PLATE AT L EQ., TYP• OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER MUItI-USe SPECIFICATION FOR KINGS 8 CRIPPLES 6 -2 TYP•y�_ CLEARANCES FOR THE WINDOW/pOOR 2X4 CRO55 (THEnI O G BHA APPLY U„O.) _ WITHIN AN OPENING, It 15 ACCEPTABLE BRACING � 48" � TO UPSET THE HEADER SUCH THAT ONE O.C. GI TOP OF 2X4 RAT RUN AT OPENINGS UP TO 3'-6" (1) OR BOTH OF THE TOP PLATES IS BRACING 6 46" CRIPPLE E (1) KING 15 REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL 121 50LT FEFLACE1'IENT Ck4fRT: RAT RUNS FOR 4 O.C. ON TOP EACH SIDE OF THE H-6EADER. DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRUSS SPANS • AT OPENINGS 3'" TO 5'-2" IN SHEATHING 6 3 SET, It 15 NOT ACCEPTABLE To OF 507. WIDTH, (2) CRIPPLES E (1) KING 15 O.C. ALL AROUND SUBSTITUTE A LE55ER DEPTH HEADER THE FOLLOWING "J" BOLTS CAN BEE REPLACED WITH THE CORRESPONDING BOLTS. BRACING 6 48" CHORD FOR 4 REQUIRED ON EACH SIDE OF THE 10OPENING WITHOUT WRITTEN PERMISSION FROM THE F AN t0 5LA A PLICATION ONL'fi' NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED om RIDGE OR HIP. 0 12'' OR LESS USE LUMBER ONLY 5LOCKING 2"x4" FLATWI5E OR EDGEU15E ON BOTH PANEL EDGES. O.C. ON TOP OF TRU55 SPANS HEADER. E.O.R. WHEN THE TOP PLATE 15 THE i�Eti/ERSE IS NOT APPLICABLE . 1=0R R E B P 50TT, CHORD WOOD TRUSSES ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS . NOTE : T4E STRENGTH 01= THE CONCRETE SHOULD BE: MIN. 2500 PSI. 5U85TITUTION FOR 4 TRU55 2-166 6 EA. IN WIDTH, (2) CRIPPLES E (2) KINGS PROVIDE SHOWN A THAT LOCATIONS ARE NOT SPANS 2X4 BLOCKING � - TRU55 JOINT ARE REQUIRED ON EACH SIDS OF DOUBLE SILL AT NECESSARY. ALL OTHER STRAPPING Oi= "J" BOLTS I,UITI-� EXPANSION BOLTS 15 NOT Pa=KNITTED. ATTACHED W/ THE HEADER. OPENING OVER SHALL APPLY, AND ANY TRUSS . I`OUNDATION PAGE TAKES PRECEDENCE. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: 3-0.131 x 3 1/2° 24" O/C W/ 3-0.131 x • ANY DIFFERING NOTATIONS FOR 2" TYP COMPONENTS ABOVE THE OPENING • ALL O� HE R BOLT OPTIONS MUST BE REVIEWED 6 APPR0VEED BY• E.O.R. IN WRITING, R.S. EA. TRUSS 3 I/2" R.S. CRIPPLES/oR KINGS MADE ON SHALL ATTACH DIRECTLY To HEADER. 1/2" GYP. ON 16-24" O,C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH I-1/2" GALv. TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. 51MPSo ROOFING NAIL OR 1-I/4" TYPE W OR 5 SCREWS 1$ 7" O.C. ALONG ALL SUPPORTS, MIN, JOINT SIMPSON A34 LS30 L (ON SECOND FLOOR) FOR ROUGH ENp OPENINGS UN 5'- "ONLY lU SIMPSON HIGH CONNECTOR EQ., TYP C516 SPAN FLOOR BY5, TO STRENGTH OR Aw, W/4-ad X 1 1/2" (ON GONG. 5LA5) SIMPSON HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (U 5/8"xs" ATR IN SIMPSON SET HETA 12 6 24"O,C. 4-8d X 1 I/2° EPDXY a (Is)16d NAILS MASONRY WALL INTO TOP (ON SECOND 51- 1=oR ROUGH OPENINGS DV 5'-0" ONLY (l) SIMPSON PLATE AT INTERIOR LOAD BEARING HTT4 W/ (I) /8" AL HREAD ROD SET IN 2x FRAME WALL WALLS WITH No UPLIFT, STRAPPING MAY BE 51MP60N SET EPDXY E (18) 16d NAILS ELIMINATED, UNLESS EM5ED A.5. 5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR 61MPSON M5TCM(oO IF FILLED CELL OCCURS 5ELOW T 'FICAL NAILING 6CI4 DUL HIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD R001= 0.131 x 2 I/2" R5. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 7/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" tG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE, FOR ROOF SHEATHING, USE 2" PULL HEAD RING SHANK (0.280" MIN.) • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE AND 12" O.G, IN FIELD At INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS 6 7 O.C, ALONG ALL SUPPORTS, MIN. • 5/S" GYP CEILING ON 24" D.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O,C, ALONG EDGE5 AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN, Brn .Location T .Header Detail o T ical NailingSchedules Floor, Roof, Wall E Ext. Wall Con. Non-LoadS2 SCALE: NTS $ 2 SCALE: NTS $-2 SCALE: NTS V1 BOLTS TITEN HD 5OLT5 THREADED ROD SET IN 51M105ON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2'' x 5" EMBED 1/2" x 8" 1/211 x 8" 1/2'' x 5" EMBED 5/8" x 6" 5/5" x 6" 5/8" x 5" EMBED 5/8" x all 5/5" x 8" 5/8" x 5" EMBED NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERIN(5, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LL.G, 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 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Lu O O �zoa WO�IW"J0 OWC u.i z ~ 0Q r% O= in Q) w h e—i O u. wZo� 5tsaz Z) LiJ = fV 7LLm4 ocz w r<ZCaw t%) ro W 00, 9 ¢O �v�w0¢l? CIi J °C Z =z � 0z 0 c, 0L = 1 LL Q F Q W���� 1..���. H 1 J ' 0:'. Z W Z S W W U V` Z Q N W .. wl7Ww- J maQo LLI d Q S 2 W - a o a um CD T-i M uj H M d c'y Ln Cn 00 mom W 1,- p 00 M Lu f'V mom LU a z w 0 00 J C9 ZLLOQ Y W Z x �m0 /\ Q ~ Q LU i Z v Oaa `Q > Z L, Q 'hY! s 6/ w •!.C'J .• DATE p3-m8-IB SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 0.13SCHEDULE1 x 3" COMMON EF SPLICE TA5LEFOR NAILING 6 4-0,131 x 4 OAi OR 0'-0" PIN 3 1/2 COM.. DOUR E TOP PRE-ENG WOOD TRUSS (T'l'P) 4-0.131 x 3" PLATE COMMON dd 3-0.131 x 3" COMMON DOUBLE STUD APA RATED 1/2'' SHEATHING. SEE ddd EA. SIDE OF JOINT x 3 r 4-0.131 x 3" 1/2" COM. COMMON 16" o.c. NAILING 5CHEDULE STUDS 0 16" o.c. PT 507. TA5LE FOR 4 )� / /� / r PLATE ATTACHMENT. U.N.O. 2-0.131 x 3" 4 COMMON 2-0.131 x n / 31/2 COM. (I) 51MP50N L5TA12 \° _ " 3 �, � / � � 2-0.131 x 3 1/2" STRAP 48 D.C. 5 TRUSS 2x4 BLOCKING (1) 51MP50N L5TA12 1/2'' CEILING GYP 5D W/ 501 '' COM. CHORD ATTACHED W/ (TYP) OR COOLER NAILS 7" O.G. OR 5 I �� SEE TABLE BELOW (1) SIMPSON LTA2ABOTTOM (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL DIAPHRAGM AREA DOU5L-E SCUD CONDItION 48 O.C. ATTACHED 1/2 TOENAILS 0.131 x 3 1/2 NAILS (4 BAY 0R 8 Ft FROM I FOR I AP5PLICE TO BOTTOM CHORD EACH END, 6" O.C. MASONRY WALL) / OF GA5LE UNO. CONTINUOUS / 1/2" GYP BD WA NOTE: CROS5 5RAGING 8 ° 2 u' 5-0.131 x 3 1/2" / S MASONRYLL TOF' FLATS Fr45TENERS 2-0,131 X 3 ALL BLOCKING TO BS COM. 1/2" COM. CONT. IN KNOCKOUT FLAT OR CATHEDRAL H l COURSE --- E Expanded Blocking Information Diagram SCALE: NITS 3 �\\ TOP PLATE FA5TENER 6rkEDULE (EXTERIOR WALL) DOUBLE TOP PLATE 0.131 x 3 1/2" COM. 16" O.G. 1/2''C 1 x 3 p p �2-0.131 x 3 1/2 COM. 1/2"GOM. ...+ .., ...«.+ «-.1 A 11 LAPSPLICE NAILING 6 5PLICE ALL OTHER NAILING 36 2-ROWS 0.131 x 3" 9 3 O/C 0,131 x 3 6 8 O/C 1/71/ \\\/// �/�' \ -� 5�r.1llp;z 1pinl R;=oM T� rl SAT uli APA RATED 5HEAT41\15. SEE NAILING 5CHEDULE TA5LE FOR ATTACHMENT. (4) 16d 70EN,41L5 EACH 51D� � 2x4 COLLAR TIE MID -HEIGHT 6 4 RAFTER PROVIDE (5) 16d NAILS EA I ,\ TOP PLATE FA5TENER 5CHEDULE (INTERIOR WALL) � � 4 5TUD CORNER 5INGL-E 5TUD GOND ITION (1) SIMPSON M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERE LAP5PLICE NAILING 6 5PLICE ALL OTHER NAILING 24'1 ___ O0.131 x 3/ 0.131 x 3" 6 6" O/C CONTINUE SHEATHING BELOW AT CORNER, MAY 5E CONVENTIONAL FRMG an ATTACHED APPLIED OVER SHEATHING. 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF OR L5TAI2 PREFAB ROOF PARTIALLY ENCLOSED SUCH ,45 A 5EARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. 16" O.C. TRUSSES I ENTRYWAYS 4 PORGHE5 - PSPN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY 24" OC - PSPN516z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN Ill PRE-ENGINEERED OVERLAP TRU55 BRACING NOTE & WOOD TRU55E5 m LEA5T ONE TRU55 SPACE 4'-0" 4'-0" 12d COM. 6 r 12" O.G. 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP 5p w/ 5d 1. ALL RAFTERS SHALL 5E 02 SOUTHERN YELLOW PINE e 24" O.G. MAX. SECTION 51ZE SHALL 4-16d COM, w/ (2) 0.131 x 31/2" TOENAIL5 COOLER NAIL51" O.C. OR 5E DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-Sd COM. OR MPSON SPH4/6/8 EACH ENE) (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-O"---- 2X4 12'-0" TO 15'-O" ____ 2X10 UNLESS NOTED 5D C15(0 ON _-- �_ �� �_ �� � 2-2"x4" W/I/2" PLYWD OTHERWISE, AT A SDWC15600 FROM OR & FEET FROM MA5ONRY WALL) 4'-0" TO 8'-0" - 2X6 15'-0'' TO 18 0 ---- 2X12 ,° '� MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4 S UNSPECIFIED FRAME PLATE MAY 5E TURNED TO FRAME F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL 5E 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL 5E 2" (NOMINAL) FLATW15E 50 NO CONNECTIONS SHALL S-3 (For Illustration Only) SCALE: NITS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 24 FOR 2x12 RAFTERS. SPACER IS NEEDED. CON515T OF (3) 0.131 x 3 1/2" 1(od COM. s 8" oz, 0.131"X3-1/2" END CDM. a 8" O.G. 3. CLEAT SHALL 5E A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL 5E FASTENED AS SHOWN W/ 10d COM'� 12" o.c. GNAILS OR TOENAILS. APA RATED SHEATHING. SEE SIMP60N M5TA24 TENSION 5TRAP5 'S EACH TRU55 USING (14) 10d . NAILS. INSTALL THE - SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY 416d GOM. CUTTING A HOLE INTO THE SHEATHING Q EACH SIDE OF TRU55 & THREADING �A 5IMP90N M5TCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O. W/l4) 0.131 x 3 1/2" NAILS THE U-5HAPED STRAP FROM BOTTOM OF TRUS5 TOP CHORD TO TOP OF CLEAT. MAY 5E SU55TITUTED FOR SIMPSON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-5EARING) AN HTT4 WHERE LOCATION 5/8" DIA A.B. 1-0 4, SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 51MP50N HT520 W/ ( 20) 10d ALIGNS WITH A FILLED NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2° MINIMUM 1"X4" TRUSS M,AX RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 " RAFTERS W/ SPAN5 LE55 THAN 4'-O PER JOINT 5RAGING APA RATED SHEATHING. �, RE -ENGINEERED SHALL 5E TOE -NAILED TO CLEAT W/ (8) 10d NAILS. o, TRUSSES 24 O.C.General Wood Attachment Details SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE SEAM USING SIMPSON L56U210 SLOPING HANGER W/ 110) IOd p 4 51UD CORNER TA5LE FOR ATTACHMENT. NAILS INTO RIDGE SEAM 8 (-I) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) IDd 8 (il 10d SCALE: NTS /2" CEILING GYP 5D W/ 5d �� S-3 6?R4PPINCs INFORMATION q Truss Bracing Overla Detail U.N.O. RE5PECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 106 d (5) 106 x 1 1/2 FOR 2x8 COOLER NAILS 7 O.C. OR EQUAL, RAFTERS. USE L5U26 W/ (6) 106 4 (5) IOd x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x(o RAFTERS W/ 5PAN5 LE55 THAN 4'-0" MAY 5E TOE -NAILED TO RIDGE >>����� tl Ft FROM MASONRY WALL) BEAM W/ (0) 10d NAILS. ��� �,. 4 (1) SIMPSON L8TA12 �� STRAP 48" O.G. INTERIOR ., •.. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING 5ETWEEN TRUSSES AT TOP CORD FOR VOLUME �'►"`' •" N H TA20 INSTALLATION SUPPORT OOF M57A24 STRAPS. SECURE 5LOCKING W/ (3) 166 TOENAILS AT AREA ;z SEE FLOOR PLAN FOR (1) SIMP50 E SEE 2x4 5LOGKING ATTACHED W/ (2) E END P _ cm O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, (1) M5TA30 AT EVERY "' :� LENGTH 4 WIDTH 50TTOM CHORD OF 5LOCKING UNO. Valle Set Attachment Detail OTHER STUD (32'' O.C. D5L TOP PLATE FASTEN CAP TO CHASE w/ GA5LE DETAIL (TYP) FLAT OR CATHEDRAL S 3 SCALE NTS PRE -ENGINEERS PRE -ENGINEERS MAX.) FROM UPPER STUD"'. �0.131 x 3 I/2" R.S. NAILS 12" a. WOOD ROOF WOOD ROOF TO LOWER TOP PLATE, `�° '� •'•• O.C. ALL-AROUND 8" MASONRY WALL W/(1) "5 1/2 GYP 5D REBAR CONT. IN TRUSSES TRU55E5 "� °••. . •o, WRAP TOP PLATE A5 i' �y KNOCKOUT COURSE NOTE: CR05S 5RAGING 8 INSTALL 5IMP50N LU524 INTERIOR NEEDED FOR FULL oi® ALL BLOCKING TO 5S KNSEWALL MIN. SA. SIDE OF THE VOLUME NAILING. IF STUDS ALIGN, �eero e WALL SHEATHING STUDS 6 MIN. ALL RAFTERS SHALL BE "2 PLYWOOD TO EXTEND TO NAILED PER REPEATED 48" O.C. TYP. CEILING JOISTS. JOISTS "� AREA STRAP SHALL EXTEND 16 O.C. TO 5E PER NOTE "1 SOUTHERN YELLOW PINE 6 24 50TTOM OF WALL INSTALL (1) STRAP EACH FROM UPPER STUD TO '0'/5-2 D5L 2X4 � O.G. MAX. SECTION SIZE SHALL M5TAM24 AT EVERY STUD Oil TRU55 (SSE LOWER STUD. PLATE CONT 5E DETERMINED ACCORDING O.C. MAX.) EM5ED STRAP PLAN) e 8 -0 (MAX.) G TYP . Masonry Gable End TO THE LEAT EACH TRU55 LENGTH OF SPAN A5 o W/ SIMPSON S_3 SCALE:NTS s FOLLOWS: s Extended Bottom Chord Attachment Details HT520 a 32" -- 2x4 Wp CONST, O.C. OR C516 FLASHING ALL-AROUND 4Pm�rt0 8 IID" -- 2X6 S 3 SCALE: NTS L TO ALIGNING 16" D.C. W 5TUD5 BELOW 8'-0" TO 12'-0" ---- 2X8 L" SADDLE APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM � SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. WITH (4) STUD X L NAILS _ 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TA5LE FOR PERIMEER. IF A5UTTIAROUND 12'-0" TO 15'-0" --- 2XI2 CUT OUTSIDE EDGE ATTACHMENTS MA50NRY USE P.T. 5YPG"2 15'-0" TO 18'-O" --- 2X12 NOTES: PLUMS TO ALLOW I. ADJACENT NAILS ARE SOLID CONNECTION c5 I6 TOP 2x4 DIAGONAL LEDGER AND ATTACH To DRIVEN FROM OPPOSITE _ w/ SHEATHING FASTEN CHORD TO ATTACHED W/(4) 0.131 x MASONRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" 3 1/2" NAILS TAPGONS 6" O.G. MAX. NOTES : 2. ALL NAILS PENETRATE a LEAST 3/4 OF THE / 5LOCKING w 1/4 x EA. SHEATHING. SES I"1,AX INTERSECTING I. ALL CEILING FRAME TO BE A5 PER TA5LE TH GKNE55 OF THE LAST 5" WOOD SCREWS 6 4" CORNER NAILING SCHEDULE 5LOCKING LAMINATION 2. FOLLOW NAILING PATTERN FROM THE TOP CHORD ENG. TABLE FOR 3. FOR 4-PLY, PROVIDE 1/4" . O.C. ALL-AROUND � APPROVED PLANS FOR SHEATHING TRUSSES 6 24: O.C. ATTACHMENT. U.N.O. s ATTACHMENT. DIA. X 5 1/2" LAG = _ lU 51MPSON LSTAI2 1/2" CEILING GYP 5D W/ 3. WHEN INSTALLING SIMPSON PRODUCTS REFER SCREWS OR EQUAL = EACH S50 LTA 5d COOLER NAILS T" O.C. (SPACE A5 SHOWN FOR ,9 TO SIMP50N S INSTRUCTIONS � 2x6 BLOCKING FASTENED TO BRAGS OR EQUAL, DIAPHRAGM 3-PLY) ROOF SHEATHING FRAMING x 4-0.131 x 3 1/2° ROM 5AY SPECIFICATIONS. PROVIDE 1/4" 4. ALL LEDGERS TO 5E 2X 5YP #2 AND SAME 4. FOR 5-PLY, ° NAILS EACH END M T Frame Down CI . DEPTH A5 RAFTERS (PT AT MASONRY DIA. X �" LAG SCREWS 2x4, 2x6, OR 2x8 CONTACT). OR EQUAL (SPACE AS 1 D.C. SEE FLOOR S 3 SCALE: NITS SHOWN FOR 3-PLY) _ PLAN FOR SIZING D� PRE-ENGINEERED 5. REFER TO ND5 SECTION 1" B Fire lace Chase Detail STUDS TRUSSES S 24" O.C. FLAT OR CATHEDRAL 15.3 FOR ADDITIONALL.1 S-3 SCALE: NTS 2x 5LOCKING 6 ALL----,(1) SIMPSON HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 [APA RATED SHEATHING, SEE NAILING ALL 5LOCKING TO 5E 5RAGING PER TRUSS—\ SCHEDULE TAU N5LE FOR ATTACHMENT. TYP . Frame Wall Gable End REPEATED 48" O.G. TYP. H ENGINEERING O S 3 SCALE: NTS N INEERED NOTES: INFORMATION ° TYPICAL AT ALL LOAD SEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TA5LE FOR ITS GIVEN OPT I DNS." "LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH ATTACH lu/ 0.131 x 311 ATTACH lu/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD LARGER THAN 2X6 MAY R.S. NAILS 0.131 x 3" R.5. NAILS a 6" SCREWS STAGGERED rat 6" 5E SU55TITUTED FOR STAGGERED 0 6" O-C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF ANY STUD WORK AT 16" ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR APA RATED PRE-E G APA RATED SHEATHING. SEE NAILING OG MAX. SPACING (02 OF THE COMPONENT COMPONENTS WIPER THAN COMPONENTS WIDER THAN 8" SHEATHING. 5ES SYP MIN.)" 8" USE (3) ROWS. USE (2) ROWS 6" O.G.. oGSSE5 6 24 UNID DULE TA5LE FOR ATTACHMENT. 42 m h MAX., EX Ci, Enclosed, Exterior Frame Wall Table NAILING 5CHEDULE N T . Nailin Schedule for Built-U Columns &BEAMS TA5LE FOR ATTACHMENT. U.N.O. SEE DETAIL A `r S-3 SCALE: NTS 8_3 SCALE: NITS THREE OR OMPRE5510N WE5 ON THIS SHEET DROPPED (TYP) MORE REPEATED SLOPING OR SEE EXPANDED GA5LE END FOR IDENTICAL TRU55E5 BLOCKING �6° VERTICAL CONTINUOUS OUTRIGGER SHALL HAVE WHEN TRUSS P STUD ARE NOTE: BOTTOM CORD ALIGNED SIMPSON TWIST 1. SEEEE TRUSS DIAGRAM UN5RACE WALL HEIGHT 02 SYP 8'-0" 2X4 6 16" O.G. 8'-8" 2x4 v 16" o.c. 9'-O" 2x4 16" o.c. 9'-4" 2x6 16" o.c. 10'-0" 2x6 s 16" c.c. (1) SIMP50N L5TA12 STRAP 48" O.C. 2x4 BLOCKING 1/2" CEILING GYP 5D W/ ATTACHED W/ (2) 56 COOLER NAILS T" ATTACHED x 3 D R.S. O.C. OR EQUAL, DIAGONAL 5RACE5. (AS REQUIRED SY ONTINUOUS PERMANENT LATERAL SCSI) BRAGE (CL5) STRAP TYPE CONNECTOR (HT5/MTS) MAY BE NAILED TO TRU55 8 STUD MANUFACTURER S TRUSS ENGINEERING BRACING IX4 MIN. '�� ti. I- 0 LU m ,GableSecti on - For Gable Less Than (;Lb Diagonal Brace 20 Max Intervals Detail u.N.o. TOP 4 5070NI CORD S-g SCALE: NTS GABLE END. 5RAGING S-3 I n SCALE: NTs E: SEE TRUSS LAYOUT 4 -0 High NOTE: ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & Clig Bracing Diagram 4'-0" O.C. MAX. FOR FIRST FOR STRAPPING REQUIRED S 3 SCALE: NITS S 3 SCALE: NTS l4) ROUJS OF TRU55E5 MEMO 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 EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HAR1,4L.E59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED ! PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY' FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK'. REVISIONS ADDED 142 MPH SHEETS DK/PK: REVISIONS ADDED 160 MPH SHEETS DK/PK'', REVISIONS GEN NOTE REVISED DK/PKI I�I, Q in 0 p W z z.-, oaWo w HZOz wF'�n12 0 Y- LLj O W t ==L)4d w�o� �gp<� jLLO zlJY�w N a �z- -azaq �pw Z��O�c� C%i J LU oa =z � Zw O 0 �oa�,-= O LLQXQ w�0��~ LL za Uj _i LI_ o w wI�ZW -J z mQzz � � W z W w—>CC < LLJ W QC m �6. �N1� w o 0 oW d cn �= H LO LLd Z Cn C- c» WON O- C/) ¢ d- Lr) J { NNW W T_ o 00 M w N r r r•Z W o�°Q° � fV o V z LL Q Y W Z X m 0 Uj LH r-I U XQzOQ -� u < > t eee�r �� •, r a ix• < O: ;z .. Gam• k F `ya 1 DATE �3_Pi8-l8 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details 5heet number: 53-142 D5L. 2 x 4 TOP PLATE SIMP5ON 5PH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: 1. WHEN WALL 15 PARALLEL TO FLOOR 5Y5TEM STRAP TO TOP B 507. CORD OF TRUSS. 51MP50N L57A30 w/ 22 -106 NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X 5LOCKING 1@ -SEAMS 4 RUN SHEATHING CONTINUOUS TD TOP OF MASONRY. (SEAM 16" MIN. A50VE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL WALL5 TO 5E CONSIDERED SHEAR RE-SISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING Q SHEATHING DETAIL SEE ELEVATION -- PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT 5CHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 2 x 4 50LE PLATE 51MP50N C516 OR 51MP50N M6TA36 Q 32" O.C. OR EVERY OTHER STUD, TYP., 5LOCK AS NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 FLATWI5E VERT. 5LOCKINE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 *2 5YP RIM w/ (5) 0.131 x 3 1/2'' NAILS EA. TRU55 J015T ( INSET) 5HEATHING TO 5E FLUSH W/ — 5LOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 8" CONC. K.O.5LOCK BOND 5EAM POUR 50LID W/ 1 - #5 RE5AR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONIC. 51LI 4" HIGH CONC. 5LK. 8" CMU PER A5TM-C 90, 1900 P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 270. 5/8" CEMENTITIOU5 FIN15H PER FSCR 103.1.2 SEE ELEVATIONS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN, AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N 5PI'S ON EACH SIDE OF STUD TO 50TTOM PLATE 4 SIMPSON SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRU55ES s24" O.G. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING 5OARD HURRICANE ANCHOR s EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PH4 -s 16" O.G. EACH STUD (12) 106 NAILS EACH. GYP. 50ARD RETURN OW BILL CAULK 6 WINDOW 2 x 4 SILL 2X FRAME WALL SEE TA5LE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD 3/4" T4G GLUED W/ CONSTR. ADHESIVE 6 NAILED SEE SCHEDULE DETAIL "0" ON 5HEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES ,$ 24" O.C. VSIMPSON PETA20 32" O.G. IF ATTACHED TO RIMJOISTS. 624" O.C. MAX IF ATTACHED TO FLOOR TRUSSES 1/2'' CEILING GYP. 50ARD SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. 4 • 4 ' e• a •a na 4 I x 6 P.T. CURTAIN NAILER g OPENING5 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE 1 x P.T. BUCK STRIP WINDOW SILL - CAULK 6 WINDOW 1/2" GYPSUM 50ARD 4"GONG, BLAB, SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZE5 8 MORE INFO. A T ical Two Story Wall Section S-4 SCALE: NTS \ D5L. 2 x 4 TOP PLATE SIMPSON 5PH4 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT d FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FL00F PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY 5PEGS OR ENERGY CALCS 1/16" APA RATED SHEATHING NAIL PER 5CHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO 5LOCK COURSES WITH 2-05 5AR5 CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UN51RACED LENGTH OF MASONRY WALL TOP) 15 LE55— THAN OR EQUAL TO 614" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-S 5AR5 CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THI5 DETAIL.) - 5PEGIFIG NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. 5LOCK BOND — 5EAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT, HORIZ. MIN. LAP 25'' WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. SILL P ENGINEERED - ROOF TRU55E5 624" O.G. MAX. 12 SEE ELE / SEE ELEVATION PAGE5 FOR ROOF COVERING D SHEATHING INSULATION DETAIL \-- INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 7 5IMP5ON 5PH8 6 16" O.G. EACH SEE STUD (12) 106 NAILS EACH. ELEVATION RETURNOARD WINDOW SILL CAULK 6 WINDOW 2x851LL 2X FRAME WALL SEE TA5LE "N'' ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM 5OARD INSTALL 1/2'' DIA. x 8" "J" 5OLTS 4 WASHERS W/ 5" IM5ED a 2'-0" O.C. (MAX.) CENTERED ON WALL. SIMPSON 5PH8 2x8 PT 50LE PLATE IX P.T. FURRING HORIZ. j, w ®�®�/ � we•wwwws • • • � �� I x 6 P.T. CURTAIN NAILER 9 OPENING5 PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR 5CHEDULE 1 x P.T. BUCK STRIP WINDOW SILL - CAULK w WINDOW 1/2" GYP5UM BOARD 4 4" HIGH CONC, 5LK. 8" CMU PER A5TM-C 90, 1900 4"GONG. SLA5. 1=51 MIN. W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER A5TM-C 210, a 5/8" CEMENTITIOU5 FINISH PER F5CR 103.1.2 <Ar 4 4' 4TING SEE DATION PLAN SIZES $ MORE . r Typical Two Story Wall Section S-4 W/O Floor System SCALE: NITS NOTE: CONTRACTOR TO VERIFY ALL nIMENSION5 IN FIELD AND REPORT ANY DISGREPANGIE5 TO ENGINEER PRIOR TO 5TARTINS 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 CHANSE5 TO THESE PLANS, RESARDLES5 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENSINEERINS, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITISATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Q o w Z = z ZO O Q w p W ,o� � LaCOU two°=o _L � n U wF- w e-i' b�LLpa ao - :wz M = f`J' 7LL�m �zt�x�w OC 0 ~ '� Ln M' W =�Z~Z CeTE r.Qbo �� OaC� c7I =;w =�M=zw 0 O I—_cna O --4�'' a�-= u}w2w" ww�oC- LL LU LU J ao~O ZwZLIJ 23 (7zQ�vt LU LL, in7-VU� wC7wwj J mQao wzz�a d Z d Qad= g wC- ri=LU W _ Um a�w. a m All O M J Ln W Cn Z 7M cr' a dam- � W' W H- p 00 M W - d: C:) w N 3: Ln Z w © d* 00 CD r14 p z LL. Q w' Z X �: 6 °C NJ 00 C� Q Q U. W Z N d a 0 O c) > LD 0 U) 0 44 DATE m3-P>8-18 SCALE DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 5 NOTE: DECKING "AT 2X6 WALLS USE 6PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING s 46" O/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL r ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF SIMPSON 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 1MP50N C516 OR M5TA36 STRAP 5PH4 CONNECTORS SHOWN. STUD WITH12-IOd x 1 1/2 COMMON TOE NAILS 32" O.G., EVERYOTHER FOR WALLS LARGER THAN NAILS.2x8, USE SIMPSON SPI'S ON ACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 8 5IMF50N FOLLOW TABLE BELOW 5P215 ON EACH BIDE OF FOR APPROPRIATE '�— ---FLOOR J015T-5EE FRAMING PLAN STUD TO TOP PLATES. U.N.O. 5PACING 4 SIZE OF WALL STUDS, STUDS SHALL BE INSTALLED 6 oo WEEP 5CREED INSTALLED PER MAX. 16" O.C., SEE MANUF. 'NI/5-3 ft 5IMP50N HETA20 S 32'' O.C. MAX. 2x4 5.Y.P. 02 RIBBON 2"X4" CRO55 BRACE W/4-106 I1 EA. FLOOR 6 48" O/C FOR THE TRUSS. 1ST 2'-0'' OF END WALL C516 OR MSTA 36 o IN70 2'� 4'I BLOCKING END 32 O.C. (36 LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015T DECKINCs 2x12 SYP "2 WOOD 3-0.131 x 3 1/2" EA. BLOCK BETWEEN JOINT 5IDE, 2"X4" PANEL BLOCKING FLOOR J015T WITH 5-16d HETA20 32" O.C. ON THE -S 48" O/C FOR THE FIRST 2ND FLOOR FRAMING TOENAILS. 8'-0" OF END WALL FROM IN5IDE FACE OF 2x12 EA. END. (TYP) TOP 5IMP50N C516 OR M5TA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N76-3 FOR STUD INFORMATION BLOCKING, LOOK JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE A5 DELINEATED ON THE PLAN SET, OR ATTACH TRU55ES PER IF UNpELINEATEp, SEGMENT LENGTH t0 BE EQUAL TO OR GREATER THAN "H" B T. Frame/MasonryConnection #1 FRAMING NOTES. IF TRU55ES ARE S-5 SCALE: NTS PARALLEL, PROVIDE O BLOCKING At 24" O.C. ADD 2X4 BLOCKING -m AND ATTACH WITH (3) SHEATHING AS 0.131"x3-1/2" TOENAILS DELINEATED M5TA3� OR C516 OR AT EACH END TYP, ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: 2"X4" GROSS BRACE 14ETA20 WIHICN 15 NOT PROVIDE A MINIMUM SET. (YP) MIN. STUD GRADE "AT 2x6 WALLS USE SPH6 Q 48" O/C FOR THE ALIGNED W/ TRU55 VERT. CONNECTORS IN LIEU OF 16T 2 -0 OF END WALL WEB USINCs 2-0.131 X 3 1/2 2 PLY END STUD AT EACH END of 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2 Ej4. END SEGMENT AT 2x8 WALLS USE 5PH8 INTO 2X4 BLOCKING TOENAILS EA. END. INSTALL SIMPSON C516 CONNECTORS IN LIEU OF CRO55 STRAPS WITH (1)SPH4 CONNECTORS SHOWN. Ile 0.131"x3-1/2" NAIL AT EAc FOR WALLS LARGER THAN FULL DEPTH - PA551NG STUD AND 2x8, USE SIMPSON 5P1'S ON BLOCKING m BLOCK AND WITH 4 NAIL EACH 5IDE OF STUD TO SHEATHING EDGES 2x STUDS MINIMUM AT EACH END T w/ (3) 0.131"x3-1/2" 16" O.C.OP AND BOTTOM BOTTOM PLATE 4 51MP50N TOENAILS EA. ENDPLATES/END STUDS. 5P2'5 ON EACH 5IDE OF a '04 STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O. FLOOR CONSTRUCT WALL A5 LOAD BEARINDIAGONAL AND AT 45 SIMP50N 5PH4 TO 2"x4" PANEL BLOCKING -1 48" O.G. FO J015T G WITH UPLIFT REF. � DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) RELATION TOw HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD s SIMPSON HTT4 OR 1/2" DIA NUT ATTACHED W/ l2) 16d TOE NAILS. EQUAL AT EACH z W/ MIN. 1-1/4" END OF SEGMENT DIA x 1/e" "' WHEN GRO55 BRACE ANGLE waeHER BLROCKINGTHOR THE EXTEND RTmANO END I/2 DIA ALL FOLLOW TABLE THREAD ROC) BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD 15 OVER A I/21' DIA /2" DIA SPACING 4 SIZE OF .00 NSIpLLP5OL1D 2X ANCHOR BOLT COUPLING SHALLSTUDS. ISTUDSD JOINT BLOCKING BELOW, A.B. EXTENSION DETAIL Q MAX. 16" O.C. `-4 COUPLER NUT INSTALL 5/8" THREADED ROD IN 2 "x4" CROSS BRACE 48" O.G. FOR SIMPSON SET DIA. IT J IMP50 OR WITH SIMPSON '' � EPDXY OR EQUAL THE let 2 -0 OF END WALL W/ (2) 10dx3 WITH 6" MIN - SET EPDXY, S" EA. END INTO 2"x4" BLOCKING. EMBEDMENT, SE MENT, STRAPPED EMBEDMENT 6 24" 2x4 RIBBON SEGMENT, IF SHEATHING IS w/ 3-166 's (ANGLE NOT TO EXCEED 45°) SEE WHEN ATTASCH WIAI� 6p COOLER EA. TRU55. WHEN ANGLE 15 GREATER THAN 45°, DISTANCE IS GMU WALL -SEE 2X BOTTOM PLATE WITH l4) NAIL5 AT 7" O.C. OR % X CRO55 BRACE w 48" O.C. FOR THE let LESS THAN 2'-0" -1/4" SCREWS 6" O,C. 4'-0" OF END WALL. THE FIRST BAY FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PA551NG ALONG EDGE5 AND 12" O.C. TYP, MORE INFO. TRUSS OR NAILS ALONG THE IN THE FIELD, IF BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRU55/RIM J015T GYPSUM, SEE NAILING AT 4" O.C. ALL NAILS TO BE SCHEDULE AT 0/82. NOTE: 0.131"x3 I/2" MIN, TYPICAL. SEE 'N75-3 FOR STUD INFORMATION 51MF'60N A35 ANGLE REFER TO TYPICAL 2-5TOR W/ 12-6cIX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD A Cross Strapping Detail LT. Frame/Masonr Connection #2 Floor Truss Parallel To Br .Wall 2x4 BEARING S-5 SCALE: NTS $'S SCALE: NTS S 5 SCALE: NTS WALL W/ STUDS 6 16" O.C. 7/16 APA RATED WOOD SHEATHING5IM EA. STUD 5PH4 NOTE: ��� + ��.. "AT 2x6 WALLS USE SPH6 •. •co� NOTE. "AT 2x6 WALLS USE SPH6 '� • i PRE-ENGINEERED CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF .: W PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. TRUSSES �24" O.C. 5PH4 CONNECTORSO TRU55E5 @24" O.C. .� FLOOR J015T ROOF TRU55ES AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS US''E 5PH8 .. C) .v w CONNECTORS IN LIEU OF d CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN "ro tS-'•'°••........ 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY CALCS 2x8, USE SIMP50N SPI'5 ON INSULATION PER ENERGY GALG5 s�® p� CEILING BOARD PER EACH 5IDE OF STUD TO EACH SIDE OF STUD TO <e PROF` �o ARCH. PLAN5 BOTTOM PLATE 4 SIMPSON I/2" GYPSUM CEILING BOARD BOTTOM PLATE 4 51MP50N 1/2" GYPSUM CEILING BOARD se/I e F H 5I A N '5 OEACH DE O111111, 5P2'5 ON EACH 5IDE OF HURRICANE ANCHOR a EACH TRUSS 5P2�, HURRICANE ANCHOR a EACH TRUSS STUD TO TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING 2X4 BLOCKING w/ NOTE: CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HT516 W/ 16-106 3-0,131 x 3 1/2" R.5. "AT 2x6 WALLS USE 5PH6 DBL, 2X TOP PLATE DBL. 2X TOP PLATE EA. TRU55 To TOENAILS CONNECTORS IN LIEU OF BOTTOM PLATE 2x4 50LE PLATE 5PH4 -s EA. STUD 2x4 SOLE PLATE 5PH4 6 EA. STUD HANGER PER TRU55 XPRE-ENGINEERED 5PH4 CONNECTORS SHOWN. PROVIDE (2) 16d PROVIDE (2) 16d MANUFACTURER GIRDER AT 2x8 WALLS USE SPHS COM 6 EACH TRU55 1/2" GYP51JM COM 6 EACH TRU55 1/2" GYP5UM CONNEC7OR5 IN LIEU OF 5PH4 CONNECTORS SHOWN. SIMPSON C516 W/ MIN (22) 10d SIMP50N G516 W/ MIN (22) 106 Floor Truss To Girder Connection FOR WALLS LARGER THAN 3/4" T4G GLUED W/ CONSTR. ADHESIVE 3/4" T4G GLUED W/ CONSTR. ADHESIVE H COMMONS (12 MIN. EACH END) COMMONS (12 MIN. EACH END) 2x8, USE SIMP50N 5P1'S ON e NAILED BEE SCHEDULE DETAIL "o" 1705"' MAX � 24" O.G. MAX OR 4 NAILED SEE SCHEDULE DETAIL "o" S 5 SCALE: NTS EACH SIDE OF STUD TO 1105# MAX 6 24" O.C. MAX OR ON SHEET 5-2 ON SHEET 5-2 BOTTOM PLATE 4 51MP50N EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP 5P2'5 ON EACH SIDE OF PLATE 05T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD EXTEND SHEATHING TO STUD TO TOP PLATES. FLOOR TRU55ES 24" O.C. ZFLOOR TRU55E6 6 24" O.G. 2nd FLOOR BOTTOM OF BEAM OR U.N.O•" 2x4 02 5YP RIM w/ (3) 2x4 02 5YP RIM w/ (3) GfRDER 16d NAILS EA. TRU55 166 NAILS EA. TRU55 WALL J015T (INSET) J015T (INSET) 1/2" GYPSUM BOARD ---��` 1/2" GYPSUM BOARD 2X BEARING WALL W/ PROVIDE (3) 0.131 X 51MPSON MT516 Q STUDS 16" o.C. 3-1/2'' TOE NAILS AT EACH FLOOR TRU55 FLOOR TRU55 TO WALL 24" O.C. MAX. 7/16 APA RATED RE -ENGINEERED BELOW I/2" GYPSUM CEILING BOARD W/ KN GK - 1/2 GYPSUM CEILING BOARD W/ KN CK - PRE-ENGINEERE'^WOOD 5HEATHING FLOOR TRUSS DOWN DRAG FIN15H SEE NOTE ON N-I PAGE "1/16" SHEATHING MIN., DOWN DRAG FINISH 5EE NOTE ON N-1 PAGE FLOOR TRU55 FOR GARAGE APPLICATION BEE GENERAL NOTE FOR GARAGE APPLICATION 3- SOLID /2" TOEBLOCKING W/ FOR NAILING PATTERN 3-0.131 x 3 I/2" TOENAILS 6 DBE . O GTOP(P) Ind NAILS EACH 5PH4 DBL. 2X TOP PLATE w/ SIMPSON 5PH4 EA, END 16 O.G. w/ (12) 10d NAILS EACH 2 X 4 RIBBON 1/2'' GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR J015T WITH 3-0.131 1/2" ANCHOR BOLT 6 24" 1/2" ANCHOR BOLT o 24" SIMP50N 31/2" NAILS O.G. W/ NUT 8 2" SQUARE O.C. W/ NUT # 2"SQUARE SIMP50N CS16 C516 EA. STUD PT 2X BOT. PLATE w/ BY 1/0''WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 10d TO BASE OF 2X4 SIMPSON 6PH4 s EA. SIMPSON SPH4 a EA. COMMONS (I1 RIBBON BELOW 51MP60N HT516 g STUD w/ (10) 10d NAILS STUD w/ (10) 106 NAILS MIN, EACH END) EA. TRU55 EACH 4 CONC. SLAB. SEE EACH 4 CONG. SLAB. SEE FOUND. PLAN FOUND. PLAN BEAM / GIRDER 51MP50 TYP. LOAD 5IMP50 REFER TO TYPICAL 2-STORY WALL BEARING WALL SECTION FOR INFORMATION Not W/UPLIF? 2x BOT. PLATE PRE-ENGINEERED FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION cMU WALL SHOD tl ,, PLAN FOR 51zE5 MORE INFO. • Q. PLAN FOR 51ZES k MORE INFO. NA0,131 Q6x ��� FLOOR TRU55 G antilevered Floor Truss Over Wall S_5 SCALE: NTS A T ical Two StoryInterior BearingWall Section o T ical Two StoryInterior BearingShear Wall Section F Second Floor Frame Connection Girder S.5 SCALE: NTS S 5 SCALE: NTS S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PRO.ZGT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLF-56 TO ANY LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK' REVISIONS ADDED 142 MPH SHEETS DK/PK' REVISIONS ADDED 160 MPH SHEETS DK/PK' REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK' in o o w zL„i- a-• a<wp Lu Lu w O a =~ Z Z J QCIL >�LL=gzzv'i U �^-1 w-ot WL20 w Z O w w �aza�w w Z = a�Ma O�oeSc2 IT—J W 00 =ZzZ �¢2I=E zt2�ow� Z c.G ZUv, *,=x w z2N� ="� ;�= 00 w `�' oc �o=Q w�d~ LL w zp�a zwzX: C± OC 11 U0 Z3 Wwvn J YULu Z Q um wz��s Q w 4p =w �� Woad F- LL W _ 0 coa " W (Ji - tz M o en Z � cl- c M Ln W I- p 00 M w rq 0 uh Z 00 fV o (' zLL�Q Y w Z x H M O 0 �-I U w _J X Q z W V) CL 0 zN LLI q) DATE 03-27-16 SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: DRYWALI OVER FUf BLOCK Il II/16x11/16 COVE Mc (MOO) lx6 TRIM (WINDOW PER PLA EAD (WINDOW� PER PLAN) SILL COMPOSITE WINDOW SILL lx6 TRIM 1 11 BEAD BOARD — PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN1~''`� LINE OF WALL '-- BELOW G Lklx(oTRIM LINE OF TRIM _ BELOW ---------- DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN WAM. F- P-m' SHIM A$ 1'-41 1 INVERTED 2 114' DOOR CASING (0'366) 5Tp 2x STUDS (PER BASE PLAN) CABINET 1n' DRYWALL (#366 BASE BD. QUARTER ROUND CALI. TOP SCALE: In' : 1'-0' ELEVATION LINE OFWALL-17 BELOW (NIGH LINE OF CASING PER PLAN) BELOW --- — ------- COMPOSITE WINDOW SILL PLAN WINDOW VAIL 1 /4' DOOR CASING ("366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL D ETAI L PLAN SPECIFIC PER PLAN Xu''' ° IV SHIM AS 11_41 ERTED 2 1/4' OR CASING ("366) jr3 STUDS (PER AN) DRYWALL /4' BASE 1BD. 66) �- QUARTER ROUND HIGH BAR TOP SCALE: 1/2' : 1'-0' 8' W. CORIAN TEMP. GL ENCLOSURE CAP 1/2' DRYWALL 8" W. CORIAN BELOW CAP CAP TILE FINISH I�j TILE FINISH OVER WATER 2x STUDS (PER OVER WATER RESISTANT PLANT I� RESISTANT �I WALL 5D. WALL BD. 1/2'BATH 2' DRYWALL I I414OWER SHOWER SHOWER I� 3 1/4' BASE 5D. 5107 (M366) III it SECTION PLAN SHOWER LOW WALL SCALE:: In' :1'-0' TILE TO WRAP IN WINDOW TEMP. GL, ENCLOSURE 1' 2 'U 5TD. VAINTY CABNET 3 114" BASE BD. (036(0) 8' W. CORIAN CAP (WINDOW ------- PER PLAN) COMPOSITE WINDOW - 2x STUDS /PER SILL ply) SQUARED DETAIL — EDGES INVERTED 2 114" — — DOOR CASING 03(o6) DRYWALL FINISH OVER FURRING ON BLOCK WALL VANITY LOW WALL SCALE: in, : 1'-0' 2IFY TOP (WINDOW PER PLC LINE OF SILL BELOW CT 1/2" OUT EIVE TILE) LINE OF BELOW COMPOS. , .., ...... SILL SHOWER WINDOW SILL ELEVATION _.'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: 1/4'; I'-0" SCALE: 1' ' 11-0' rE WINDOW DETAIL 2 1/4" DOOR CASING FLOORING / 5A5E BOARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY' 5A5E BOARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED 5A5E BOARD AND 510E MOULD ARE IN5TALLED. Ix JAMB 031-PAS° M. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (#366) HELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI-PASS I PLAN) DRS. PER 'jam PLAN) �.\ 1/2LI V21/4'DOOR CASING (%(o) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING D ETAI L MAIN HOUSE DRYWALL—,z ��+94ffinn GARAGE BASE: BD. TO OVER ZLAP SSTEP DRYWALL TRANSITIIOON 17 3 114' BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I" :14, NOTE: D fRAUJ ING& ON 11 "x I l ` 5�EET UJ I L L 5E ONE PALF T�4&CALIFE NOTED 5 1/4" CROWN 5 1/411 CROWN Ix8 ROUNDMR W/ ROUTER WHITE PINE 1/2' DRYWALL 3 u4' BASE BD. 2x6 WALL 36" OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP D ETAI L PLAN SPECIFIC PER PLANS°'' `'' m' IxIo ROUNDOVER WI ROUTER WHITE PINE In' DRYWALL 31/4' BASE BD. 2x6 WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS x a w Nm o 10h T to ION LLa L L. 0 g q . FCo 0 loo ,� �4E to I<L r �a "dOB NUum =166' CAD FILE ISSUED 06-16-16 REN51E0 07-07-16 10-05-16 11-02-16 DAVIS SEWS DESIGN GROUP W STATE STREET EAST OMWAR, R.oRMA 3*77 SM . 925. 1300 TEL 813.925.1800 FAX www.DAVMEWS C0M TAMPA " MENVEFL EST.1994...- TRIM • TI7LE • TYPICAL MM DETAILS LJ--102-1 STANDARD - 42" P. ROSETTE KNEEWALL (OPT. LJ-6010C RAILING SHOWN) --- L L P05T NEE WEL P lxfo PAINTED BASE PLATE 3 1/4" BASE BD LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL ,,- --- LJ -4042 QUARTER TURN NEWEL LJ-4�045 LJ-4040 P05T NE L POST NEWEL POST ' OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-1021 _- � ,- lx6 PAINTED BASE ROSETTE - _ PLATE LJ-bolo Ixl2 SKIRT 3 114" BASE RAILING BOARD AS APRON LJ-5015 WOOD 10 BALUSTERS BASE (3 PER TREAD) CAP MOULD STANDARD - LJ-80l4MRI lxl2 SKIRT TREAD FOR CARPET BOARD _ (OPT. LJ-80T0 SERIES TREAD SHOWN) LJ-8095 OAK Ix6 PAINTED LINEAL COVE RISER MOULDING LJ-W70MR1 5A5E `- OAK TREAD PER TM LEVEL 3 1/4" OR 5 114" '--LJ-442 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR D ETAI L GENERAL STAIR NOTE: RJR TO FLOOR PLANS FOR TREAD DEPTH AND RISER F EIGNt REQUIRED. * INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 I/4" LANDING TREAD LJ-8090-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" I L SELECT 2 1/4" STRIP FLOORING-7 STRIP FLOOR LJ-809o-5 OAK 5 1/4" LANDING LJ-442---" TREAD % NEWEL POST �- LJ-8010MR1 OAK TREADS -7 LJ-8010MR1 OAK TREADS SEE GENERAL STAIR NOTES RAILING Z- LJ-W10MR2 OAK TREADS RAILING LJ-442 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-440�4/ NEWEL POST C � -^-. w NEWEL POST SECTION -I �� Ix12 SKIRL lxb PAINTED BASE +� CUT TPRU ,,:'�� BOARD PLATE WALL 31/4 BASE Li -bolo A5 APRON �- RAILING LJ-1047/8 BASE S-TURN CAP PJLp STANDARD - LJ-8074MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-S095 OAK 1x8 PAINTED LINEAL COVE - RISER MOULDING BASE _ LJ-WlCMRI PER TM LEVEL OAK TREAD 31/4" OR 51/4" 1x12 SKIRT LJ-4042 BOARD �--._ NEWEL POST `"'---2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL NVS. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3, ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO Not REQUIRE HANDRAIL5 At LANDINGS. 6. BALUSTERS (WOOD OR METAL) At STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM IV SPACI= BETWEEN NEWELS. 6. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDING5 (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ THE LJ- TRE PT. WALL PET STARTS HIS RISER JNG 042 NEWEL T GENERIC WOOD / CARPET STAIR FLOOR PLAN KTA lxl2 SKIRL SECTION-- �� BOARD CUT TPRU kt' v WALL `<� j LJ-6010 RAILING LJ-1041/8 CASE AP S-TURN MOULD STANDARD - LJ-80l4MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8o95 OAK LINEAL COVE MOULDING.,-~ BASE PER TM LEVEL 1x8 PAINTED RISER 3 1/4" OR 5 1/4" I4 SKIRT LJ-1040 / 7045 TURNOUT BOARD �LJ-4010 LJ-3009 NI=WEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L . 2x STUD WALL w/ DRYWALL FIN. LJ-5015 WOOD BALUSTERS BASE CAP (3 PER TREAD) MOULD .Ixl2 SKIRT LJ-80T0MR1 BOARD OAK TREADS SUB TREAD LJ-8o95 OAK LINEAL COVE MOULDING } lxl2 SKIRT BD. BASE CAP MOULD 2xl2 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL rorrouxF LJ-4040 42" H. LJ-1021 NEWEL RAILING ROSETTE POST LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 03 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) NEWEL 2 WOOD TREAD POST lxl2 SKIRT BD. BASE LJ-8o95 OAK DG CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 114" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS NTA N.T.S. 3/4" MIN. HOLE DEPTH — FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTI=Rs TO BE PARALLEL TO TOP RAIL w Ln ------------- cp N � <r- �t N LJ-4010 LJ-4045 TYPICAL NEWEL IV - an LJ-442 LJ-4040 POST PROFILES N.T.S. 4 r t LJ-5015 LIH-HOL15ASK44 LIH-HoL25ASK44 1­44-POLIKNUC44 LIP-HOL2KNUC44 LIP-POLPLA44 LIH-P01.50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. F MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING �� LJ-6010 RAILING \ LJ-442 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIP-POL28ASK44 (DOUBLE BASKET) LIP-HOLIBABK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DFRAUJING& ON 11 "xli" SHEET UJILL 5E ONE HALF THE 5CALE NOTED N.TS. NTS. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-442 NEWEL P057 LINE OF KNUCKLES t0 BE PARALLEL t0 TOP RAIL 00, (DOUBLE KNUCKLE LIH-HOLMGC44 (SINGLE KNUCKLE) DECORATIVE METAL 5ALUSTER5 l3 PER TREAD - ALTERNATE KNUCKLES AND Ea SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION D ETAI L N.T.v. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-442 NEWEL P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIP-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (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 a Nm MW p 't~ to T 10, -N M H. V Q ,c o0 E oM `�<ti T M *Joe Nuwm 2416.101• 545 FEE NAME IS5111ED 04-05-13 REM= 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 DAVIS BEWS DESIGN GROVP 150 srA"M MEET EAFr OI.136MAR, FLOPMA 3*77 813.9r25.1300 TEL 813.925.1800 FAX W W WnAVMBEW5.COM TAMPA • [?ENVER En.1994 ok--- �si�r.r�rrr•w STAIR 0 WRE TMCAL STAIR DETAILS glErT SD.