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HomeMy WebLinkAbout161 Big Spring Terr (a)LOT 51 - THORNBROOKE ANASTASIA - GARAGE LEFT ELEVATION "INCLUDED " TAYLOR MORRISON THORNBROOKE 401S / 501S COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5-FA5CI4, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER GABINET5, CONCRETE DRIVEWAY AND LEAD WALK, ACRYLIC ENTRY, ACRYLIC LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANSEXAMINER ELATE SANFORD BLjJ WING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEm WITH THE WORK AND NOT AS AUTHORITY i(� k/101 ATE, CANCEL ALTER OR SET ASIDE ANY OF SHF PROVISIONS OF THE TECHNICAL CODES NOR SFIAiA ISSUANCE OF q t'ERMIT PREVENT THE BUILDING,' FPICIAL FROM: THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TION TEST R P0111REF aft>cA;ar� .,, he Verit,,, at Shah Inspectim. ntFQRD Nt��� #ia'37 REDRAW NOTES 00 -13 -IS CREATED LOT 5PECIFIC PLAN FOR LOT 51 IN THORNBROOKE, ELEVATION ''INCLUDED'' GARAGE LEFT W/ PLAN OPTION5 INCLUDING: POCKET 5LIDER, MAIN FLOOR 8' DOOR5, PAVER5 AT DRIVEWAY, WALK, AND PORCH, VENT HOOD TO EXTERIOR, (3) MEDICINE GABINET5, AND 5TAIR RAILING I.L.O. LOW WALL. SQUARE FOOTAGE CALCULATIONS ELEVATION EFIEF' MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 ,��'j��� GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 .2 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" DRAWING INDEX COV —GENERAL NOTES, INDEX, SPECIFICATIONS 1 —SLAB INTERFACE PLAN 2A1 —MAIN FLOOR PLAN NOTES 2A2 —MAIN FLOOR PLAN DIMENSIONS 2B1 —UPPER FLOOR PLAN NOTES 2B2 —UPPER FLOOR PLAN DIMENSIONS 3 —ELEVATIONS, ROOF PLAN, BUILDING SECT. FL1 —FLASHING DETAILS FL2 —FLASHING DETAILS 4A —MAIN FLOOR ELECTRICAL PLAN 4B —UPPER FLOOR ELECTRICAL PLAN TR —TRUSS STRAPPING N1 —STRUCTURAL NOTES S1 —STRUCTURAL DETAILS S2 —STRUCTURAL DETAILS S3 —STRUCTURAL DETAILS S4 —STRUCTURAL DETAILS S5 —STRUCTURAL DETAILS TD —TRIM DETAILS SD —STAIR TRIM DETAILS GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.CR - 6TH EDITION (2011). NOTE: ANY DIMEN51ONS 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 CON5TRUGTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C.-BJILDIN63 BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE HEATHER RE51STANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 6TH EDITION (2011) R302,6 AND TABLE Wk. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON•RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) 8103.12 AND ASTM C 926. PER FBCR bTH EDITION (2011) 8103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SGREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92b. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FBCR 6TH EDITION (2011) 8103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCGO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) 8103.15 OR IN ACCORDANCE WITH ASTM C Tb. 5TUCG0 CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (1.114.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED A5 CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FL45HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. WINDOW IN5TALLATION: 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 -BONE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.J OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b AND RW52b.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 ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - bTH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE 11; OR ASTM D M10 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED iN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE vow IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3411 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 241' HIGHER THAN THE ROOF OR RIDGE THAT 15 10411 AWAY OR CLOSER TUB AND 5HOWER ARE45: CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, 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: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN b INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE 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 (lb2 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, 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (lb 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 MI4113, EXHAU5T FAN5 AND VENTING: 1. OUTDOOR D15CHAI;6E. 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 (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (I.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51 T ION 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 B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN W. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS i(v O f _ 4 �•, ij .' c ,��'j��� O • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS x 0 150 STATE STREET EAST oL.osMnR, floRron 34677813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER C � O0 O Jr�il�� I .2 21j C', LL• 0 a�r- B• 0 -1 C O >4 LL Jl: ol t J * m ` 0 I` 4d Z 1, 0 • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS 6 62) "ll iN ��� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEW ED TME ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. 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 0 0 O z � Ln >= ve *u F--1 O O 0 Q 2582 , • TITLE • GENERAL NOTES REVISION LOG • SHEETcov • 114 J DAVISC**J- BEWS DESIGN GROUP 150 STATE STREET EAST oL.osMnR, floRron 34677813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER FST. 1994 6 62) "ll iN ��� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEW ED TME ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. 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 0 0 O z � Ln >= ve *u F--1 O O 0 Q 2582 , • TITLE • GENERAL NOTES REVISION LOG • SHEETcov • 114 J INDICATES I -'5 VERT. REBAR 4'-4" IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE 31-011 SPLICED AND WIRE TOGETHER r-.— — — -I r- — — -- I HB. Em 52'-4" 4'4" 4'-811 4'41 ELEVATION f I � IO 0'-31/211 3'-811 15'-0" 4'4" 31•1011 3'-21' 811 CM.U. WALL ABV. -7 3'-211 0 11-411 .. 11-811 Q w ti PITCH / 1/8"/ FT. 13'•8" PAVER DRIVE / LEAD WALK/ PORCH F4 / H.B. F4 D 31.011 2 STORY I STORY 51 FOOTING FOOTING 4' 411 4'411 4'4" 4'-8" 4' 0" 1'-0" 5' 4" 5' 4" 4'-4" 4' 1011 31 611 4'-411 41.011 41-411 I'-411 81 411 44" 19'-011 GAS TANKLE56 W.N. GAS TANKLE55 W.N. 9' 8" 65'-411 15'-0" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * * * * * * * * * * TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING 501L -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." `%%% I fill., /.# ■ ■ ■ ■ ■ 8" C.M.U. WALL ABY. ■ lb ■ ■ ■ ■ ■_ ■ U 0 o IQ i o a O:Z� Zol 4" P.V.G. %� -- _ -- T I - I oc I ---- - - - _ \ em L 0 >_>Jcv «� ` ` ' 0 0 .0 ■ 2 0 AIR HANDLER— m 0� , — — — — L _-- -- DRAIN BY PLUMBER 4 I TILE LINES FROM INI J U "' PAVERS 3/4 CONDENSATION SEAT = SHOW I ABV. SS UPPER FLOOR I I 31 811 I 19'-0'1 _ FOR LOC.) I `� I or I — I I ■ a 5'.411 CONTRACTOR PAD (SEE MECH. 3'-6"x3.6" A/C 20I -II11 10 -10 11 I I <_ — J � �' 8 -1 2 -8 2 - �� a� �s I �� �� 8"x8" FTG. W/ 1 - $5 CONT. (TYP. AT ENTRY) T 28'-9 S 8" THICKENED EDGE I I 4" P.V.G. �. I STORY aD N 2-5TORY FOOTING (TYP.) FOR SHOWER RECESS I I 10'-1011 _s" 121.111 - 20" H. x 20" W. CONG. MONO -FTG. W/ I NO, 5 BAR CONT. I I '�' M I AIR HANDLER3/4" RECESS Fi —f ■ tlD FOOTING 3/4" CONDENSATION ■ ■ ■ ■ W/ 3 - 15 CONT. REBARS PROVIDE I 16" Wxl2" DEEP FTG. < DRAIN BY PLUMBER = LINES FROM FOR ENTRY DR > - I 25" MIN. LAP WHERE SPLICED AND W/ 2 15 CONT. ` ` I ,% `" UPPER FLOOR I 16" Wxlb" DEEP FTG. 3'_8" — 5' 2" — 5' 8" i 4' 011 41 WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN- BELOW GRADE F4 I I W/ 2 "5 CONT. ■ O � 21'-611 51 2' 4'-11" - I N �NOTE: I I ■ ■ ■ / / / / / ALL SLAB ANGLES — ■ ARE AT 45° (UN.O.)\CIA \ I ■ I / \ _ i � o�c —811x8" FTG. W/ I "5 •_ _ Jr CONT (TYP. AT LANAI) o IOlL ELEVATION AT 04" (ASSUMED) >\ M Lwcn w PITCH r 35" THICK, 2500 OR 3000 P51. PROVIDE WATER \\\� PITCH i e /8" CONCRETE SLAB ON GRADE W/ @ LINE FOR ICE MAKERJ GJ TO DRAIN I GJ. = — 6x6 WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR 16" Wxib" DEEP FTG. ------------------ 4--------------------- i 1 ^AA G _ n 3.611 w a, w BARRIER ON GLEAN, WELL I — W/ 2 5 DONT. SLAB j 3 e COMPACTED, TERMITE TREATED, \ / OF REF n. WIDEN FOOTING 8" AT - s GRANULAR FILL. 31 10 lica / \ 11 9 i 11 3 9 204"8" @ I it -1 ( I6 Wxlb FTG.— TG. ; I -STORY FOOTING (TYP.) ADDK) "SLIDER AND DEEP G.G. VERIFY ACRYLIC G.C. ON LANAI ACRYLIC ■ r) I W/ 2 - 05 CONT. S1 a, I IL J ] i 20" H, x 16" W. GONC, MONO -FTG. W/ 2 - 05 CONT. REBARS PROVID E i 25" MIN. LAP WHERE SPLICED AND 8 4v, FTG. 50 GAL. I WIRE TOGETHER BOTT. OF n, F3 r i SHALL BE 12" MIN. BELOW GRADE . IN ■ ■ ■ ■■ ■ IN ■ ■ ■ . ■ ao / H.B. F4 D 31.011 2 STORY I STORY 51 FOOTING FOOTING 4' 411 4'411 4'4" 4'-8" 4' 0" 1'-0" 5' 4" 5' 4" 4'-4" 4' 1011 31 611 4'-411 41.011 41-411 I'-411 81 411 44" 19'-011 GAS TANKLE56 W.N. GAS TANKLE55 W.N. 9' 8" 65'-411 15'-0" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * * * * * * * * * * TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING 501L -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." `%%% I fill., /.# x 0 gypA Ct U 0 o IQ o a O:Z� Zol `0� '�l�ii1�` %� ' ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.VD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDG CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: F1 12" DEEP x3b"x36" CONC. FOOTING W/ (4) "5 BARS EACH WAY. D 12" DEEP x2411x2411 GONG. FOOTING W/ (3) "5 BARS EACH WAY. F3 20" DEEP 60"6011 CONG. FOOTING W/ (3)'5 BARS EACH WAY, G 12" DEEP x30"x30" CONC. FOOTING W/ (3) 15 BARS EACH WAY, THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). ■ INDICATE5115 INDICATES 2 05 FOUNDATION PLAN SCALE: 1/4" : I'-0" GARAGE LEFT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS x 0 150 STATE STREET EAST a.osMnlz, �.oRron 346n 813.925.1300 TEL 813 . 92S .1800 FAX W W W.DAVISBEWS.COM TAMPA • DEI�iVEJR Ct U 0 o IQ I NO O em L 0 >_>Jcv ` ` �oIL • 0 0 .0 CO OJLL m 0� , i J cy 1 40 p z ci • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS 1�6 �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED TME ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (20176 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 TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 0 zV) O =o t L0 I O OQ 2582 • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.G.D. OPT. 0. D. K. SHEET DAVIS BE WS DESIGN GROUP 150 STATE STREET EAST a.osMnlz, �.oRron 346n 813.925.1300 TEL 813 . 92S .1800 FAX W W W.DAVISBEWS.COM TAMPA • DEI�iVEJR EST. 1994 ='--,- 1�6 �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED TME ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (20176 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 TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 0 zV) O =o t L0 I O OQ 2582 • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.G.D. OPT. 0. D. K. SHEET ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * P. ARCHWAY ASCALE: 1/4" = I'-0" 3'-61'x3-6" A/C PAD (SEE MECH. CONTRACTOR FOR LOC,) II L ----I v o� ********* STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2X12 12 SYR •• FOR 2x12 02 SYP TREADS, STRINGER SPACING SHALL BE 24" O.C. MAX. SPACING. •• FOR 1x12 "2 5YP TREADS,STRINGER SPACING SHALL BE 16" O.C. MAX. SPACING. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH J" DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE •• STRINGER AT WOODWITH (4 11 0,131 X 3jNAL 5 AT EA) STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT CONC. W/ �" DIA. X 3" TAPCON5 AT 1211 O.C. •• AT WOOD ATTACH W/ 0.131 X 3" NAIL5 AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. AT I6" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 112 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3}" RS, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 X 3;" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1" X 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. • •• BEAMS THE SPECIFICATION LISTED ABOVE OR MWITH PHANGERS SPECS.SUBST SUBSTITUTIONS U SOF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * HATCHING INDICATES DOUBLE K.O. BLOCK COURSE W/ (2) 05 IN EACH (NOT REQ'D AT OPT. GAME W.) STAIR SECTION G.C. VERIFY SHIM AS POP-UP OUTLETS REQ'D. CASING 2x STUDS (PER STD. PLAN) BASE CABINET 1/1611 O.S.B. BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" -. V-0" DIRECT VENT DRYER THRU EXT. WALL * * * * STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA MAIN F=LOOR STRUCTURAL LEGEND WALL CONSTRUCTION TYPICAL MASONRY • O - PRE-ENGINEERED CONCRETE LINTEL FILLED WKU WINDOW SCHEDULE '5 BAR. IA WINDOW WIDTHS KNEE WALL 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS 2011 2111 3111 5311 (J) FILLED W/(U BAR WINDOW CALL -OUTS BLOCK FILLED AND REINFORCED WKI) S BAR. 0 - PROVIDE (4) 2x4 5TUD5 W/ (U SIMPSON HTT4 CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) 51MP50N HTT4 (D 2611 - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 12 5H 1/2 32 5H 22 5N 32 5H w JACK -STUDS, IN TURN, MUST BE TIED TO THE �ro BOTTOM PLATE WITH (2) SIMP50N H25 CLIPS. L.0CC� = 3911 O 13 5H 1/2 33 51-1 23 5H 33 5H J 0 5111 14 5H I/2 34 5H 24 5H 34 5H Z 6311 S 15 5H 1/2 35 5H 25 5H 35 5H Z 12" 16 5H 1/2 36 5H 26 5H 36 5H �c G.C. VERIFY M45ONRY OPENINGS FOR ALL WINDOW5, � w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER AND 5PECIFIGATION5. OMANUFACTURER • REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- G5MT, OR FIXED GLA55- F.GJ ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * P. ARCHWAY ASCALE: 1/4" = I'-0" 3'-61'x3-6" A/C PAD (SEE MECH. CONTRACTOR FOR LOC,) II L ----I v o� ********* STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2X12 12 SYR •• FOR 2x12 02 SYP TREADS, STRINGER SPACING SHALL BE 24" O.C. MAX. SPACING. •• FOR 1x12 "2 5YP TREADS,STRINGER SPACING SHALL BE 16" O.C. MAX. SPACING. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH J" DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE •• STRINGER AT WOODWITH (4 11 0,131 X 3jNAL 5 AT EA) STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT CONC. W/ �" DIA. X 3" TAPCON5 AT 1211 O.C. •• AT WOOD ATTACH W/ 0.131 X 3" NAIL5 AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. AT I6" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 112 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3}" RS, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 X 3;" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1" X 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. • •• BEAMS THE SPECIFICATION LISTED ABOVE OR MWITH PHANGERS SPECS.SUBST SUBSTITUTIONS U SOF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * HATCHING INDICATES DOUBLE K.O. BLOCK COURSE W/ (2) 05 IN EACH (NOT REQ'D AT OPT. GAME W.) STAIR SECTION G.C. VERIFY SHIM AS POP-UP OUTLETS REQ'D. CASING 2x STUDS (PER STD. PLAN) BASE CABINET 1/1611 O.S.B. BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" -. V-0" DIRECT VENT DRYER THRU EXT. WALL * * * * STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA MAIN F=LOOR STRUCTURAL LEGEND WALL CONSTRUCTION 8" K.O. BLOCK FILLED W/(I) 95 BAR OVER 61 • O - PRE-ENGINEERED CONCRETE LINTEL FILLED WKU CLG. INSULATION '5 BAR. IA - 8" K.O. BLOCK FILLED WKI) 05 BAR CONT. OVER KNEE WALL 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL W10) S BAR, GROUTED SOLID. 2Lo _ 8" PRE-ENGINEERED CONCRETE LINTEL 15 FILLED W/(U BAR O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WKI) S BAR. 0 - PROVIDE (4) 2x4 5TUD5 W/ (U SIMPSON HTT4 CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT 0_j c EACH END WITH (1) 51MP5ON L5TA15 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE �ro BOTTOM PLATE WITH (2) SIMP50N H25 CLIPS. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8.2 5YP U.N.O. • ALL EXTERIOR WALL5 TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA * * * * G.C. VERIFY 8'-0" H. INTERIOR DOORS AT MAIN FLOOR * * * * NOTE: CJ. - RECOMMENDED MASONRY CONTROL JOINT. HATCHING LEGEND INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS x ro DAVIS BEws DESIGN GROUP C U ro o !n ---_= � EST. 1994 c-� �— 0 J co W 2Lo M > >.J N �. Ln in LL • 00 -01, 0_j c � �ro L.0CC� Z N G d • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS r,6? Foi 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, RESIDENTIAL61H 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 TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 O - z m O z� O c� = O Otoo ou MAIN FLOOR PLAN NOTES INCLUDED ELEV. SHOWN SCALE: 1/4 I'-011 GARAGE LEFT II�IIL� 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET2A1 • DAVIS BEws DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLARIDA 34677 813. 925. 1300 TEZ, s13.925.1800 FAx W W W.DAVLSBEW&COM TAMPA • I7EIVVEFt ---_= � EST. 1994 c-� �— r,6? Foi 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, RESIDENTIAL61H 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 TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 O - z m O z� O c� = O Otoo ou MAIN FLOOR PLAN NOTES INCLUDED ELEV. SHOWN SCALE: 1/4 I'-011 GARAGE LEFT II�IIL� 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET2A1 • r---- --- 11 __J --J x �v w a • n �( =p� T O.jcot% J to 0 % N 2t%)M am 0) r >>JC4 � M 00°z -0r, 'v am 0-� �O `Lill I'-411 V.Q11 2S' -O" 15'-011 65'-411 3b'-4" REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES lVlfv� x �v w DAMS BEWS DESIGN GROUP • n �( =p� �•Q` 0: O.jcot% J to 0 % MAIN FLOOR PLAN DIMENSIONS INCLUDED ELEV. SHOWN SCALE: 1/4" - I'-0" GARAGE LEFT JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS • x �v w DAMS BEWS DESIGN GROUP C00100 100 O.jcot% J to 0 N 2t%)M am 0) r >>JC4 °pLL 00°z -0r, am 0-� �O > E iY �0) L 4. _J }I f0 6.O ZN�a JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS • ill 111 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 C) z O z(n a � = O ern F > o O Q 2582 , • T/ TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET2A2 J. • DAMS BEWS DESIGN GROUP 15o STATE sTlt.�r EAST o1.�s�nR., A.oR.�� 34677813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C.OM TAMPA •DENVER. EST. 1994 --_-- ill 111 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 C) z O z(n a � = O ern F > o O Q 2582 , • T/ TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET2A2 J. • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * c BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. 6-0x6-8 BI -PAIS R/5 I I 2x4 FRAME WALL Q I N -9 I' ILL � LCL t Nn� I I I I REFER TO SHEET 212 FOR UPPER FLOOR PLAN DIMENSIONS CPT. I TILE 2-64-8 FLUSH FRAME TO FURRING BELOW m LAV. 91.011 CLG- 2 u PROVIDE 2030 TEMP. 5H. PAN AND DRAIN HD, AT T-13" UNDER A.H.U. BATH 2 9'-011 GLC. GLI L— — J 42" H. RAILING /OPEN TO BELOW � 36" H. RAILING FLUSH FRAME TO FURRING BELOW - 24" H. METAL STAND a W.C. I � u BATH 3 CLC. 2.8x6-8 LOUVER DR 9'-011 cLG. /-/�"42" H. RAILING 42" H. RAILING 2x L 2x4 FRAME FRAME WALL WALL TYPICAL WOOD FRAME 3050 SH. DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE C * EGRESS WINDOW WIDTHS �y M.C. -j co 2011 2411 3611 4Q11 H IFI — - WINDOW CALL -OUTS 2 > N > J ` �oLL� • (D 2011 °4t� 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W cc LJ fStl n 0 0 = 2411 0 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 4811 p 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, cLu n WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (SINGLE HUNG -5H, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * c BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. 6-0x6-8 BI -PAIS R/5 I I 2x4 FRAME WALL Q I N -9 I' ILL � LCL t Nn� I I I I REFER TO SHEET 212 FOR UPPER FLOOR PLAN DIMENSIONS CPT. I TILE 2-64-8 FLUSH FRAME TO FURRING BELOW m LAV. 91.011 CLG- 2 u PROVIDE 2030 TEMP. 5H. PAN AND DRAIN HD, AT T-13" UNDER A.H.U. BATH 2 9'-011 GLC. GLI L— — J 42" H. RAILING /OPEN TO BELOW � 36" H. RAILING FLUSH FRAME TO FURRING BELOW - 24" H. METAL STAND a W.C. I � u BATH 3 CLC. 2.8x6-8 LOUVER DR 9'-011 cLG. /-/�"42" H. RAILING 42" H. RAILING 2x L 2x4 FRAME FRAME WALL WALL I 2.4x6-8 PROVIDE PAN AND DRAIN 2.6x6-8 UNDER A.N.U..7 � I A�N. `" II NO.2 24" H. METAL -/\--'-b'9? STAND ��� 9.011 CLG. LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. O 2 - 3050 5H. HD, AT T-811 5-0x6-8 BI -PASS - — — — R/S --- w5 9' 011 I a a I A/C CLG. CHASE I v N BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. M REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS AA 3 UPPER FLOOR STRUCTURAL LEGEND O - PROVIDE (3) 2x4 STUDS W/ (U 51MPSON HTT4 CONNECTORS AT BASE. ® _ PROVIDE (3) 2x8 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. Og - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W1 (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMP50N M5TA30 5TRAP5. 10 - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 112" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (U 5IMP5ON L5TA12 STRAP. STRUCTURAL NOTES 0 ALL LVL'5 TO BE Fb-2950 PSI MIN. B ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x812 5YP UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA .y �c WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.CR. - 6TH EDITION (2011) R3121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.D.CR. - 6TH EDITION (2011) 83122 UPPER FLOOR PLAN NOTES. INCLUDED ELEV. SHOWN SALE 1/4.','0" GARAGE LEFT 3050 SH. DAVIS BEWS DESIGN GROVP � HD. AT T-8" C * EGRESS LAV. M.C. -j co op I Lu BEDROOM 4 — - 13'-6"x11'-0" 9'-0" FLAT CLG. I 2.4x6-8 PROVIDE PAN AND DRAIN 2.6x6-8 UNDER A.N.U..7 � I A�N. `" II NO.2 24" H. METAL -/\--'-b'9? STAND ��� 9.011 CLG. LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. O 2 - 3050 5H. HD, AT T-811 5-0x6-8 BI -PASS - — — — R/S --- w5 9' 011 I a a I A/C CLG. CHASE I v N BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. M REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS AA 3 UPPER FLOOR STRUCTURAL LEGEND O - PROVIDE (3) 2x4 STUDS W/ (U 51MPSON HTT4 CONNECTORS AT BASE. ® _ PROVIDE (3) 2x8 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. Og - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W1 (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMP50N M5TA30 5TRAP5. 10 - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 112" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (U 5IMP5ON L5TA12 STRAP. STRUCTURAL NOTES 0 ALL LVL'5 TO BE Fb-2950 PSI MIN. B ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x812 5YP UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA .y �c WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.CR. - 6TH EDITION (2011) R3121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.D.CR. - 6TH EDITION (2011) 83122 UPPER FLOOR PLAN NOTES. INCLUDED ELEV. SHOWN SALE 1/4.','0" GARAGE LEFT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS x m w DAVIS BEWS DESIGN GROVP C r0 JW�O a IST. 1994 4 =: --- 0 -j co I > N > J ` �oLL� • 0 0 °4t� -5.E 0"j,00 cc LJ fStl n 0 0 y� T Z N Mot • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS iii �n VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 1 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P. E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (1017). 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 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS • SHEET • DAVIS BEWS DESIGN GROVP Iso STATE STREET EAST CLEISMA& FLADMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W WnAV4SBEWS.COM TAMPA • DENVER. a IST. 1994 4 =: --- iii �n VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 1 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P. E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (1017). 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 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS • SHEET • ll -811 REFER TO 5HEET 251 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS INCLUDED ELEV. SHOWN �� '/a•'''-0" GARAGE LEFT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS 54'-411 20 x �o DAVIS BEWS C100 00100 150 STATE STREET EAST OJr�i%ap 813.92.5.1300 TEL 813.925.180Q FAX W W W.DAVLSBEWS.C.OM Y/ p 5 co co ` C4 > 66 -1 QQLLCl) 0 0 � LD 0 0 �O �� enrol J 0 ro o g ,: y� T Z N • • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS 54'-411 20 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORA 39677 813.92.5.1300 TEL 813.925.180Q FAX W W W.DAVLSBEWS.C.OM TA1V(1'A •DENVER --� _- a EST. 1994 VORTEX ENGINEERING, LIC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY O 0 O z Ln Q � = O Ln vo 2582 • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ, FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 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, LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ, FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.% SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. zi I'-0° TYR OVERHANG AT HIP (UN.O.) 11/2" THICK SAND FINISH KEYSTONE IIF APPLI('ABLE) RAISED SAND FINISH TEXTURED BANDING z ,L �L a ,i; ?16Lu 3/4" THICK I I \4:12I I I 6:12 �Ft oc 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 I I I I - I I � I I I I - I I I I I I I I I I I I I �O I I I I I I I I � I I I I I 6:12= � I I � I I I I I --------------------I 6:12 I L I yA I 6-12 °L 66_ I ---------L- I I I I I I I I I I �e yo t I I I I I I I I I I I I I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F$.CR - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) 8103.12 AND ASTM C 926. AA ROOF PLAN SCALE: 118" = I'-011 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 6 6 SHINGLE - ROOF PLT. HT._ SECOND F.F. LINE _ TOM, _ _ MAIN FF. LINE GRADE LINE - (ASSUMED) 12 6� /SHINGLE 12 Q6 C x W ROOFF� C r0 J '� O PLT. HT. ZSTUCCO /5TUGGO FINI5/ * /STUCCO e FINIS>FI7 4� SHINGLE ROOF FINISH � r' FIN15H FINISH 7 a' �6 124 > > J N SECOND FF. LINE FF. LINE - — g" ROOF — �aU. • SECOND FF. LINE _ A_SEGOND T.O.M. _ _ ZTEXTURED LTEXTU /TEXTURED /_ TEXTURED `r FINISH 7 �l RED FINISH 7 �_l � 00 ZN�0 FINISH 7 FINISH 7 ._l _ _ _ _ _ _�l _ _ _ _ _ MAIN F.F. LINE _ FINISH GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 14" 12 6 12 �6 /SHINGLE SHINGLE ROOF - PLT. HT. ROOF REFER TO SHEET 3G FOR OPT, SECOND SUITE SECTION 126 4D GONG.- LINTEL b LANAI WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER FB:CR - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F,B.CR - 6TH EDITION (2011)13112 c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM Q6 PLT. HT._ _ REAR ELEVATION SCALE: 1/8" = 1'-0" c N 12 GIRDER ro TRUSS -\ ■■ n 2 -STORY I VOLUME 0nn �l �0 GATHERING PLT. HT. 126 GIRDER TRUSS ROOF TRUSSES AT 24" D.C. 12 (TYPICAL)cp FT �6 BR. 3 FLOOR SYSTEM --� co�❑ ❑ ❑ ❑ BEAM - F1 � T J1 2 T. ° SECTION AA im 1'-4" W. x 54" H. DECORATIVE FIXED SHUTTERS r SECOND FF. LINE TDM. 8 BANDING - COACH L IGHT TEXTURED ---� in FIN15H MAIN FF. LINE GRADE LINE (ASSUMED) SCALE: 1/8" = 1'-0" 126 GIRDER ROOF TRU55E 5 TRUSS AT O.C. (TYPICAL) CAL) 2 CAR GARAG o+ 12 /SHINGLE 12 6� ROOF ab /SHINGLE 2 G.C. VERIFY ROOF ALUMINUM OVER 2x6 5UB-FA6CIA (TYPICAL) 15TUCCO ZSTUCCO FINISH FINISH 12 6r%- SHINGLE 12ab SHINGLE ROOF/ ROOF/ IF 611 BANDING - 4" BANDING DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION SCALE: 1/4" - 1'•011 PLT. HT, _ 4" BANDING (TYR) 1'-4" W. x 5'-0" H. DECORATIVE o FIXED SHUTTERS aO 4" BANDING (TYR) SECOND FF. LINE T OM. 6" BANDING 4" BANDING r TEXTURED `r FIN15H MAIN FF. LINE -GRADE LINE (ASSUMED) 6 Q6 SHINGLE12 /SHINGLE 12 ROOF —� 6 ROOFF� �6 PLT. HT. _ _ _ _ _ _ PLT. HT. � /5TUGGO TEMP. 15TUr'CO FINISH%a� °' 12 SHINGLE * f / FINISH 6� `SHINGLE ROOF SECOND FF. LINE — - - — ROOF 7 6 2 8" _ SEGOND FF. LINE _ SECOND FF. LINE SECOND FF. LINE T.OM. _ /TEXTURED /TEXTURED 6, FINISH 7 � � FINISH 7 NF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION GARAGE LEFT 5TLICcO C x W 150 STATE STREET EAST OUXMAIs, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W WJDAVISBEWS.COM C r0 J '� O STUCCO o Jc'o�I�W FINI5/ * FG. F.G. FIN15H N 124 > > J N 5ECOND FF. LINE_ �aU. • SECOND FF. LINE _ a .0^ T.O.M. _ _ ROOF - - T.O.M. rod, U.c" �o TEXTURED 00 ZN�0 TEXTURED FINISH a FINISH 6, io MAIN FF, LINE _ _ _J TEMP. LJ_ MAIN FF. LINE _ GRADE LINES GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 1'-0" c N 12 GIRDER ro TRUSS -\ ■■ n 2 -STORY I VOLUME 0nn �l �0 GATHERING PLT. HT. 126 GIRDER TRUSS ROOF TRUSSES AT 24" D.C. 12 (TYPICAL)cp FT �6 BR. 3 FLOOR SYSTEM --� co�❑ ❑ ❑ ❑ BEAM - F1 � T J1 2 T. ° SECTION AA im 1'-4" W. x 54" H. DECORATIVE FIXED SHUTTERS r SECOND FF. LINE TDM. 8 BANDING - COACH L IGHT TEXTURED ---� in FIN15H MAIN FF. LINE GRADE LINE (ASSUMED) SCALE: 1/8" = 1'-0" 126 GIRDER ROOF TRU55E 5 TRUSS AT O.C. (TYPICAL) CAL) 2 CAR GARAG o+ 12 /SHINGLE 12 6� ROOF ab /SHINGLE 2 G.C. VERIFY ROOF ALUMINUM OVER 2x6 5UB-FA6CIA (TYPICAL) 15TUCCO ZSTUCCO FINISH FINISH 12 6r%- SHINGLE 12ab SHINGLE ROOF/ ROOF/ IF 611 BANDING - 4" BANDING DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION SCALE: 1/4" - 1'•011 PLT. HT, _ 4" BANDING (TYR) 1'-4" W. x 5'-0" H. DECORATIVE o FIXED SHUTTERS aO 4" BANDING (TYR) SECOND FF. LINE T OM. 6" BANDING 4" BANDING r TEXTURED `r FIN15H MAIN FF. LINE -GRADE LINE (ASSUMED) 6 Q6 SHINGLE12 /SHINGLE 12 ROOF —� 6 ROOFF� �6 PLT. HT. _ _ _ _ _ _ PLT. HT. � /5TUGGO TEMP. 15TUr'CO FINISH%a� °' 12 SHINGLE * f / FINISH 6� `SHINGLE ROOF SECOND FF. LINE — - - — ROOF 7 6 2 8" _ SEGOND FF. LINE _ SECOND FF. LINE SECOND FF. LINE T.OM. _ /TEXTURED /TEXTURED 6, FINISH 7 � � FINISH 7 NF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION GARAGE LEFT • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS 10 C x W 150 STATE STREET EAST OUXMAIs, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W WJDAVISBEWS.COM C r0 J '� O O Jc'o�I�W I �(�Ca; p N > > J N ` �aU. • 0 C a .0^ 0 -1 cO rod, U.c" ro� 00 ZN�0 • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS 10 16 �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE -ENGINE ERED TRUSS MANU F. 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 • TITLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS 1w I SHEET • • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAIs, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W WJDAVISBEWS.COM TAMPA • DENVER -- EST. 1994 16 �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE -ENGINE ERED TRUSS MANU F. 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 • TITLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS 1w I SHEET • • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING A- MAI tKIAL FLK VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. tRICANE 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 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 PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" / 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND rRUBBER MEMBRANE BEYOND CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING AND DECK FLASHING. EXTERIOR FINISH PER BUILDER -7 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 war gP- TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING -� WEATHER RESISTIVE BARRIER TAPE _. WEATHER RESISTIVE -- BARRIER i (ASSEMBLED WINDOW) FLASHING 2 i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B • FOR OPTIONS) S� FAX W W W.DAVLSBEWS.COM 0__6 \lap -9 - 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. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE 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 SEE STRUCTURAL FOR CONNECTORS - FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK J SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. TRIM BOARD JCCO "J" MOLD EATH I NG TEXTURED CEMENT PLASTER FINISH 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH 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 • JOB NUMBER 2 7002. 000 • CAD FILE NAVE FL ISSUED 01-05-18 REVISED • K 2 FAX W W W.DAVLSBEWS.COM C U r0 GN O _j N 0 co c�M >JC', ���• O 0 m n a ION ,= 0 0_1 co LLYro6 t J m n `020 aro �/ T Z N • JOB NUMBER 2 7002. 000 • CAD FILE NAVE FL ISSUED 01-05-18 REVISED V / J Q W � D � Z � 2 O � JV. DAVISEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST o1.osMnlz, FiARIDA 34677 813.92.5.1300 TEL 813. 925.1800 • TITLE • FLASHING DETAILS • SHEET • FAX W W W.DAVLSBEWS.COM TAMPA •DENVER --- :-:_� EST. 1994-�-.-.- V / J Q W � D � Z � 2 O � JV. DAVISEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST o1.osMnlz, FiARIDA 34677 813.92.5.1300 TEL 813. 925.1800 • TITLE • FLASHING DETAILS • SHEET • SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING / / SELF -ADHERED / FLASHING NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW lA/AI I 4ZUCATLJIAI(] ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER 1V� FLASHING DRIP EDGE FIGURE 1: FLASHING INSTALLATION 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) O SELF -ADHERED FLASHING �V SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD "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" WEATHER RESISTIVE FLASHING PER BARRIER TEXTURED, PAINTED MANUFACTURES CONT. GALV. "L" DOOR ROUGH OPENING WOOD FRAME ROOF CRICKET: FLASHING PER CONSTR. MIN: 3:12 SLOPE 3/4"-1" BEAD OF CONSTR. SELF -ADHERED (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY ADHESIVE TO BE APPLIED UNDER FLASHING BYTHRESHOLD lk A OF DOOR AND RETURN LAPPING DOWN '' UP JAMB 6". USE LIQUID NAIL BRAND i j J N 10 SHINGLES W/ TAR OR EQUAL WEATHER PROOF OVER RIM JOIST AND ° O�• CAULKING UP WALL BY 6 IN. zQ COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. SELF -ADHERED FLASHING SEAL TOPS OF -- TRUSSES AT 24" O.C. JOISTS UNDER EY 0O) SUBFLOOR DECKING (SEE DETAIL WP07) 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) O SELF -ADHERED FLASHING �V SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD "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 x TEXTURED, PAINTED MANUFACTURES CONT. GALV. "L" EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: FLASHING PER J04)O MIN: 3:12 SLOPE PLASTER STOP CRICKET AS SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER TEXTURED, PAINTED EXTERIOR WALL FINISH <'• ' '•r < wm„r,r, r, n HOLD EXTERIOR "e FINISH 2" ABOVE ROOF FLASHING CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6 GALV. 'L' FLASHING TYPICAL. ROOFING FELT '—DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 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 -\ NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING f /,. SCORED ' RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 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 0 t CONTRACT R TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT Ni VALLEY Cl LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL appF <<cyF 9c cl q°: �Sr O✓OVtiO SSOti , b6- 4 O /9�Fq '�T O RAKE METAL DRIP EDGE TO BE OVER UNDERLAYMENT AT GABLE ENDS 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 SAVE 7" PIECES TO USE IN 5TH COURSE METAL DRIP EDGE TO BE UNDER ° � UNDERLAYMENT AT ROOF EAVES "000 pEGK 5\0 O YMENl \ NpVpP 051- col Yt COVRse '00 00�Rc0 JOSE \ SE _ _ - _ 2No �5� co _ \ -_-- 5 - __° `"-_-- EAVES 2a' _ FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. kX, 57� i CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / i\ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB BLOCK �\ OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING SELF -ADHERED FLASING "INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 FLASHING DETAILS FLASHING W/ TAR x � CONT. GALV. "L" �a FLASHING PER J04)O MANUFACTURES SPECIFICATIONS N r OVER ROOF ROOF MATERIAL PER i j J N 10 SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED ° O�• UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS 0 0 COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF 0_j co TRUSSES AT 24" O.C. BEAUTY STRIP ROOF EY 0O) SHINGLE OVER 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 -\ NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING f /,. SCORED ' RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 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 0 t CONTRACT R TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT Ni VALLEY Cl LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL appF <<cyF 9c cl q°: �Sr O✓OVtiO SSOti , b6- 4 O /9�Fq '�T O RAKE METAL DRIP EDGE TO BE OVER UNDERLAYMENT AT GABLE ENDS 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 SAVE 7" PIECES TO USE IN 5TH COURSE METAL DRIP EDGE TO BE UNDER ° � UNDERLAYMENT AT ROOF EAVES "000 pEGK 5\0 O YMENl \ NpVpP 051- col Yt COVRse '00 00�Rc0 JOSE \ SE _ _ - _ 2No �5� co _ \ -_-- 5 - __° `"-_-- EAVES 2a' _ FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. kX, 57� i CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / i\ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB BLOCK �\ OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING SELF -ADHERED FLASING "INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 FLASHING DETAILS • JOB NUMBER 27002.000• CAD FILE NAME FL ISSUED 01-05-18 REVISED x 150 STATE STREET EAST OLDSMAR, RjORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • E:)E V? .R. C �a OJr�i%� J04)O MM s� N r Lm i j J N 10 L Lm ° O�• 0 0 0154 0_j co EY 0O) o 0 4+ zN2ov • JOB NUMBER 27002.000• CAD FILE NAME FL ISSUED 01-05-18 REVISED • TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RjORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • E:)E V? .R. --a EST. 1994 • TITLE • FLASHING DETAILS ELEC I fRICAL <E�- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I I I GRI. I SPECIAL PURP05E OUTLET I I I (2) A/C DUPLEX OUTLET IN FLOOR DISCOML 210 VOLT OUTLET L--- L ---J WALL SWITCH �3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH FULL CHAIN +=— TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION p ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Qr THERMOSTAT Cp ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c17 ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ L J ROUGH -IN FOR OFT. CEILING FAN NOTES" 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) 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 .... LOORSWITCHES.... 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, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REHIRE A COMBINATION TYPE AFL.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, NE.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL. POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. <STUDY OWNER'S SUITE OWNER'S BATH OiN i MAKE-UP �% ELEC,TRIC,AL KED' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-61UTCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN .}o TRACK LIGHT c#En FLUORESCENT LIGHT FIXTURE �j EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I -Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL.) �7 ROUGH -IN FOR OPT. CEILING FAN v J <1 11> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ v ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-NTERRJPTERS (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) 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 40 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PAR.ORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF:C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 40613 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW IS IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCE$. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL NAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR'15 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY KCOGNIZED TESTING LABORATORY. II/ IT LEFT4B • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS x 0 C ro J'�O O JINN.; > > J N V• OQ�M 00 0—� C0 m ' LJ �m 08l�ti ZN�a • JOB NUMBER 26140.05 • CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS ra) - - rl Y O O Z m O O � � V)O 0 � JF— >1111m(D <Fwmm�ve au DAVISEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDShMR, FLORIDA 39677 813.925.1300 TEL 2582 • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN_ INCLUDED ELEV. SHOWN GARAGE • SHEET • 813.925.1800 FAX W W W.DAV4SBEWS.C.OM TAMPA •DENVER ......<:_� EST. 1994 c°-:.-:--.-- ra) - - rl Y O O Z m O O � � V)O 0 � JF— >1111m(D <Fwmm�ve au DAVISEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDShMR, FLORIDA 39677 813.925.1300 TEL 2582 • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN_ INCLUDED ELEV. SHOWN GARAGE • SHEET • ,LEI 14 141-411 151_gIi FLOOR TRUSSES ROOF TRUSSES FRAMING FASTENER GAPAGITY LEGEND U 5IMP50N MT5MI6, 20 - (1)10d w/ (4)1/4" x 2 1/4" TITEN (TYP. 12 SIMPSON HIC - (8) 8d X 11/2" (TYP. 5YP FRAME) FRAME TO MASONRY) O SIMPSON METAI8-40 - (1)10d x 1.1/2" (TYP. FRAME TO MASONRY) 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 I/4" TITEN (TYP. _ FRAME TO MASONRY) ® 5IMP50N LTT20B - (10)-10d + 1/2" x 10" AB (TYP. FRAME TO MA5/FRM ALL-AROUND) O5IMP50N HETA20 - (9)-10d x 1 1/2" (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) ® SIMPSON HTT4 - (1) 5/8" dia. A.B. + 18-Ibd BOLT IN SIMPSON SET EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR M45ONRY K0, BLOCK SET, (TYP. 5YP FRAME TO MASONRY) O5I111`50N MGT - (l) 5/8 DIA. ATR + 22.10d. EMBED ATR 12" (MIN) INTO MA50NRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2 -PLY TRU55 HEEL TO MASONRY) (39650) 51MPSON MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" (MIN) INTO MASONRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. ®51MP50N M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d TO FRAME ® 5IMP50N LGT3-505 2.5 (12) -5051/4" x 2" INTO GIRDER AND (4) 3/8" x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3 -PLY TRU55 HEEL MASONRY) �IMPSON HTT5 - (1) 5/8" DIA. AB.+ 26-Ibd BOLT IN 5IMP60N SET PDXY. EMBED AB. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO MA50NRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 10 5IMP50N 1-0-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED A.B. INTO MA50NRY K0. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 11 5IMP50N HGT-3 (3 ply member) - (2) 3/4"DIA. AB.+ (16)10d EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 13 SIMPSON MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) 14 SIMPSON 1_5TAI8 - (14)10d (TYP. FRAME TO FRAME) IS 5IMP60N WT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO FRAME ALL-AROUND) _ Iia SIMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) l� (2) SIMPSON MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) Ig (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) _ 19 5IMP50N 5Tb224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 20 (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) _ 21 (4) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME _ TO FRAME ALL-AROUND) 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES 24 5IMP50N HT5MIb - (8)10d w/ (4)1/4x2 1/4 TITEN (TYP. 5YP FRAME TO C.M.U. ALL-AROUND) 25 5IMP50N M5TCM40 W/ (14)-Ibd SINKERS AND (10) 4" x 2 1" TITEN SCREWS 26 5IMP60N M5TCM60 W/ (26)-Ibd SINKERS AND (14) 4" x 2 4" TITEN SCREWS NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TIRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRJ55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFE55IONAL ENGINEER 71RU55 DE5 GN NOTE: _ ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERUI5E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 IAT EACH T ) W/ (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. MAXI) W/ 99))10d x 1-1/2" (,,SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (UNA.) 3. ALL FRAME TO TR65 CONNECTIONS TO BE 5IMP50N HIDA W/ (15)10d x 1-1/2" OR 5IMP60N HT620 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (U.N.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM(g0 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5PECIFICATION FOR LEDGER5 (THE FOLLOWING SHALL APPLY UNO.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPGONS AT 12" O.C, SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 16 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 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 06" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 51STERED TO THE WALL IS NOT AN AGGEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS 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/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMP50N SD525(oo00 SCREWS AT EA. STUD 06" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP GHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER GONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUG410 OR EQUAL AT FADE BEARING AT EA. TRUSS (TYP. LINO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x S" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 18 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) 5IMP50N 6D625600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP GHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE AGGEPTABLE. NOTE- AT LEDGERS C ORD HU/HUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS. • JOB NUMBER 26140.05 CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS Y X1 0 DAVIS BEWS DESIGN GROVP J Cr LO J,�O 0 Z 0 JccoN— y I OM O ne am tor > > J N LN C°LL• 0 0 :2 Ei.0 r' 0_ C0 U.JeQ I LJ~cy 1 ro LO0 z 1 0'T • JOB NUMBER 26140.05 CAD FILE NAME LOT 51 ISSUED 08-13-18 REVISIONS �11 In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ATTACHED DESIGN, AND FIND IT TU BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY w Y 0 DAVIS BEWS DESIGN GROVP J 150 STATE STREET EAST OIASMAR, FLORIDA 34677 813.925.1300 TEL 813 - 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 �11 In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ATTACHED DESIGN, AND FIND IT TU BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY w Y 0 O J O >= 0 Z m O O ne � O 2582 • PTLE • TRUSS STRAPPING PLAN • SHEETTR 1L., U • vM=q 0 Lr) J >= 0 2582 • PTLE • TRUSS STRAPPING PLAN • SHEETTR 1L., U • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/0" STUCCO OVER 7/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS:. • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMf=ONENT5 a THIS TIME RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS 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 CA5TCRETE. USE OF CA5TCRETE LINTELS AND 51LL5 ORA STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL 11ANUFAGTURED PRODUCTS 5UQ4 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 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 6 16" O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT A5 GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE ATT LOCATIONS WHERE THE FLOOR SYSTEM MBELOW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "6I5TERED" LOCATION (6) 0.131 X 3-1/2" NAIL5 EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "6I5TERED" STUD INTO THE VERTICAL WEB COMPONENT. AT LOCATION5 •• GUARDRAIL KNEE AE L SHALLTHE OBE ATTACHED E D TO THELOW E PARADRAIL 15 LLLEL FLOOR SUPPORTOBS GUARDRAIL, WITH (2)OWS OF S SIMPSON 5D5ATE 2F THE 5600 SCREWS AT 5" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE 51DE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 •• F A GUA DRA��KNEEHWALLDTERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 5I5TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOME5 W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/S" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAILS SHALL BECORROSION-RESISTANT NALIS CONFORMING TO ASTM F166-1 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TAS114, APPENDIX E • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS • FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/0" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/5" DIA. X 4" LAG SCREWS e 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DE51GN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/6OO IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S 5PECIFICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE CACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/ACI 530/45CE 50. 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE--1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. L-1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. 13. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOAD IN[G, LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2 2.3 2.4. 2.4.1. 2.4.2 FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN, (SEE NOTE 2.4) RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF FINISH MATERIAL DEAD LOAD NOTES: TABLE 830.5 MI MAUNI�ORML�ADISTRU6UiEpCRLIv�ILOADS (IN FnI1ND5 FFR 50114RF FOOT) USE LIVE LOADS UNINHABITABLE ATTICS WITHOUT STORAGE b 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE b, 9 20 HABITABLE ATTICS AND ATTICS 5ERVEP WITH FIXED STAIRS 30 BALCONIES (EXTERIOR) AND DECKS 40 _ FIRE ESCAPES 40 GUA SAND HANDRAILS 200h GUARDS IN -FILL COMPON NT5 F Oh _ A55 NGER VEHICLE GARAG Sa 506 _ ROOM5 OTHER THAN SLEEPING ROOM 40 SLEEPING ROOM 30 STAIR5 40c NOTE: SEE SECTION F.B.C.R. 301.5 LIVE LOAD FOR ALL FOOTNOTE DEFINITIONS FOUND IN TABLE R 301.5 "MINIMUM UNIFORMLY DI5TRU5UTE1) LIVE LOAD5." FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 AS PER 2.4.1, STANDARD CEILING FIN15H IS 5/8" OR LESS GYPSUM MATERIAL. NDN -STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1, OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH AGI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 200 psi a 25 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM 4615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1510 BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP 5PLICE5 4 NOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/A5CE (o/TM5 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 45 MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR TH15 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 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C4-16. GROUT SHALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS:_ 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4, EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'[)." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/AGI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")' AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 646, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ,455OC I AT I ON. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 63. FRAMING WALLS 4 COLUMNS 6.3,1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED e BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLE55 NOTED OTHERWISE. 6.3.2. ALL TRU55 BRACING LUMBER SHALL BE 5.Y.P. "2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED a 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 02 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, "2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 63.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 0'-0 'a MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 'S 4'-0 O.C. MIN. 6.3.1 ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TDP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES A5 LONG A5 TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRU55/J0I5T ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-5-11 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (5EE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, "1/16" MIN. THICK APA RATED SHEATHING 5UPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE M05T STRINGENT SHALL CONTROL. 6.6.2. WALL: -1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN, 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.Y. 6.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMf SON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B.a 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMP50N SD525600 e 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING 45 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 5IMP50N HT616 OR TO BLOCKING ABOVE e 24" O.G. AS PER DETAIL 'F'/52. BLOCKING DEFINED (THE FOLLOWING SHALL APPLY .N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.D. • BLOCKING SHALL BE ATTACHED WITH (3) 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 A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE 5TUD5. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. ADDED CROSS STRAPPING DEVIL DK/PK FICATION FOR BUCK ATTAGNMENT SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING $HALL APPLY UN.0) FOLLOWING APPLY .O. ATTACH WINDOW THROUGH BUCK TO • ALL 1/2 DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x FALL SHALL HAVE A MINIMUM EMBEDMENT OF 5". W a 3Lj w�EU. ' ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE 51DE OF FILLED MA50NRY 0 IF ATTACH TO MASONRY w/ 1/4" x 3" MASONRY Lu !-I SHALL HAVE A MINIMUM EMBEDMENT OF 5" ORS '1 12" O.C. w/ MAX. 6" FROM END OF BUCK m Z Z 2 m w E Z N J 00 W �$ 2x WINDOW BUCK ATTACHMENT.) W • ALL 1/2" DIA.A.15. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL p� �W=WWw92E L pu,�o~o SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL j> 0 LIMITATIONS (THE FOLLOWING PPLY U.N.O.) Z HAVE A MINIMUM EMBEDMENT OF 1". Q =raaj ~ujccLLuw W on • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. HED DE51GN FOR ITS STRUCTURAL LIANCE WITH SECTION 8301 OF THE FLORIDA or -I m 0 THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 ING CODE, RESIDENTIAL 6TH ED., AND 15 NOT Fo w DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE ONSIBLE FOR THE DESIGN'S ARCHITECTURAL :,Q � Ln DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE R DRAFTING CRITERIA (I.E. - DIMENSIONS, 3 UNf1 NOTATION TO USE SAME.ETICS, CONTINUITY OF LAYOUTS, ETC.) ANYNTINUITY Ch ZLL "Q uj IN DESIGN IS THE RESPONSIBILITYE W a 00 U DESIGNER. ti g V) d a 0 c • SPECIFICATION FOR LANDINGS 4 STAIR CONSTRUCTION -6-0 (THE FOLLOWING SHALL APPLY U.N.O.) wo r •. • ALL STRINGERS TO BE 2-2X12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• m MASONRY/GONG. WITH 1" DIA X 3" TAPCON5 AT 6" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• 6 WOOD WITH (4) 0.131 X 3�" NAILS AT EA. STUD MIN. 06" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS 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 GONG.). ATTACH FOOT TO FLOOR: •• 9 CONC. W/4''' DIA. X 3" TAPCON5 -1 12" O.G. •• e WOOD ATTACH W/ 0.131 X 31" NAIL5 AT S" O.G. TO TRU56/JO15T/ OR BLOCKING BELOW. of ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT 45 FOLLOWS: •• J015TS TO BE 2X8 "2 5YP, MIN. 6 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. of IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X321" R.5. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 3' TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. •• CON5 6 a'' O.C. 5TAGGEREZ) -0 M45ONRY/CONICRETE ATTACHMENT. PTO •• ATTACH JOISTS LEDGERS ORB AMS WITH SIMPSON LU52(o ANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION R312. CONFLICTS q) 0, DATE m8-15-18 -_- (THE ,FOLLOWTR -5��FPLY U.N.O.) DRAWN MK/=OK ULTIMATE WIND SPEED (VUIt) _ 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY it 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 M05T STRINGENT CRITERIA SHALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TOA COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF © 10 SOFT + 28.6 - 117.1 PSF DISCLAIMER © 20 SOFT +26.5/-109.1 PSF (THE FOLLOWING LY U.N.O.) @ 50 SOFT + 22.3/- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE © 100 SOFT + 20.2/- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. WALL © 10 SOFT + 49.7 /- 66.7 PSF ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF @ 20 SOFT + 46.3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SOFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY @ 100 SOFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SOFT -+- 37.1 /- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY 10' WIDTH +43.6/-48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9/- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/- 47.5 PSF CONDITIONS. - CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DEVIL DK/PK REVISIONS CODE TABLE FOR DESIGN CRITERIA DK/PK ui o p o Z W (ZZOwO V1 U' w pwLL� �ZZ� ♦'� wmwF DOaa W a 3Lj w�EU. �FwpHgOZ�n Lu !-I u w 0 = N CO m Z Z 2 m w E Z N J 00 W �$ vo aZc V1 W gy-0O-.w IDH. �axzw O O p� �W=WWw92E L pu,�o~o 3 UJ j> 0 Crw u. y x u Z W Z Z J Z ma wz_�� wFQ =W2d'F a Q =raaj ~ujccLLuw W on 0 p a v u m or -I m �L w Z cm»d L m :,Q � Ln J W to O 3 UNf1 Z LL o d 00 0 *# Ch ZLL "Q uj Z x �m0 W a 00 U a LL ti g V) d a 0 c �r ••. /L,-) 60 j 0 �• Q �z v: C) 6 • 41 111�� 0 Z� q) �� ---I Ilu„ q) 0, DATE m8-15-18 -_- SCALE NOTED DRAWN MK/=OK JOB content: Structural Notes Sheet number: 111 142-21.5 PRE- ENGINEERED WOOD 12 TRUSSES s 24" O/C UPLIFT CONNECTOR (SEE TRUSS ITYP.) SEE ELEV. SHEET FOR SCHEDULE) 5IMP5ON 5P2 '1 EA.STUD — 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 10" MIN. GRADE 40 K.O. CMU BOND BAR SIZE BEAM LENGTH EMBED AGI BEND DIAMETER STD. HOOK IN LAP SPLICE BOND BM. "All 05 BAR VERTICAL WALL REINF. IIDII GROUT CELLS SOLID SEE PLAN 11511 Irl, V . FOR LOCATIONS 03 L'— Q ° 21/i4" *3 14-2.1/22 " CLEAN OUT co A' + y 1=x�32--11//2° 5:2-1/2" 3n .. EMBED AGI J, O' -O" FINISHED a° STD, HOOK IN FLOOR . °' ° 5 d 15 II 3/4 d e G i I � 26 __F_/4 3/4 ° / 30 4 1/2" 9 181/2 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 5 1/4" 10.5 21 3/4 10" MIN. GRADE 40 K.O. CMU BOND BAR SIZE BEAM LENGTH EMBED AGI BEND DIAMETER STD. HOOK IN LAP SPLICE BOND BM. "All 05 BAR VERTICAL WALL REINF. IIDII GROUT CELLS SOLID SEE PLAN 11511 Irl, V . FOR LOCATIONS 03 111/8 4L1/2 1 "5 DOWELS SEE PLAN FOR 21/i4" LOCATION LAP 25" MIN. 16 CLEAN OUT 21/2 + y 20 EMBED AGI J, O' -O" FINISHED 6 121/2 STD, HOOK IN FLOOR . °' ° 5 4 FOOTING 15 II 3/4 2X4 PT 5TUD5 16" O.C. OR CRICKET AS FOOTING SEE FOUNDATION (1)2X4 PT STUD S 24" O.C. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP _ CARRIER/GIRDER TRUSS -_ - SIMPSON SPI 6 EA. STUD26 NAH 1\ VMAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B.'a 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 E4.5TUD MOISTURE BARRIER 8"X8"XI6" K.O. BLOCK W/1 •5 CDN . (1)05 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: ®AT 2x(o NN CWALr. IkI ISP F6 REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE5ARDLE55 OF HOW MINOR, "All 11511 It" IIDII "Au 11511 Irl, V D 03 111/8 4L1/2 1 15 21/i4" 41/2 91/4 16 "4 21/2 6 91/2 20 3" 6 121/2 21 5 3 1/8 15 II 3/4 25 3 3/4" 15 15 1/2 26 __F_/4 3/4 9 14 30 4 1/2" 9 181/2 35 '"1 4 3/8 105 16 1/2 5 1/4" 10.5 21 3/4 53 "8 - - _35 - 8" 12 24 3/4 14 =0212 822222 DC Z =C7 C7 Lu 9" 135 28 95 PLAN FOR SIZES 4 MORE INFO. /�Masonry Wall Reinforced Cell Detail $-� SCALE: NTS 10" MIN, 8x8 K.O. CUM BOND BEAM °— — — w/ 1- 05 BAR CONT. 4 PRE-ENGINEERED GONG. LINTEL J-- --- ---- w/ I- "S BAR CONT. NOT FOR USE IN THE HVHZ (DADE, BROWARD) EMBED AGI INTERIOR LOAD 5PH4 WA CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail STD. HOOK IN 05 BAR VERTICAL WALL REINF. (4) lOd NAILS BEARING WALL (W/ AT 2x8 IUALLS USE 5PH8 S 1 SCALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF FOR LOCATIONS TRUSS TOP PLATE -- 5PH4 CONNECTORS SHOWN. E53 RG. TRUSS BRG. FOR WALLS LARGER THAN , Rebar Lap, Embedment & Hook Schedule _ SEE PLAN SEE PLAN 2x8, USE 51MP50N SPI S ON S-1 SCALE: NTS NOTE. EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION PATCHING LEGEND REGARDLESS SP2'6 ON EACH SIDE OF INSTRUCTIONS FOR SPACING 4 SIZE) "5 DOWELS SEE PLAN FOR STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. VERT. WALL NOTE: REINF. GROUT "AT 2x6 WALLS USE SPH6 LOCATION LAP 25" MIN. gmm WALL SHOWN ON TO TOP PLATE w/ U.N.O." 2x6 P.T. JAMB PLANS, WALLS CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR SIMP50N SPH4 w/ o CLEAN OUT BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12_IOCI NAILS SEE TRUSS SHEET FOR NOTE. (SEE TRU55 SHEET AT 2x8 WALLS USE SPHOWN EMBED AGI (W/O UPLIFT) 5TUD5 'S 16" O/C ROOF TRU55E5 ADDITIONAL STRAPPING ° 4 "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) STD. HOOK IN CONNECTORS IN LIEU OF FOOTING EITHER •� COLUMNS � O' -O" FINISHED U.N.O. SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. DIRECTLY OR STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE —�-- FLOOR m GARAGE TO DBL. TOP PLATE lU 51MPSON 5PH4 W/(12) 10d FOR WALLS LARGER THAN • °- INDIRECTLY HOUSE WALLS PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA, STUD 2x8, USE 5IMPSON SP1 S ON FOOTING SEE FOUNDATION PLAN -s GARAGE TO ARE TO BE 5TUD5 -S 16" O/C U.N.O. A.B. AT 24" O.G. STARTING 9" MAX. FOR SIZES d MORE INFO. INSULATE PER - 1/2" GYP. BOARD EACH SIDE OF STUD TO 1/2" DIA. x 8" HOUSE WALLS, BUILT ASTRACK/BRACKET —� -�- FROM THE SLAB, USE 2" DIA. WASHERS 1/2" GYP BOARD e TITEN HD e 48" INSULATE PER BEARING WALL CALLS/SPECS 1/2 DIA. x 8 TITEN HD 24''FASTEN PER MANUF. ~!-- - MIN. AT EACH BOLT LOCATION. TRACK 58P21'SOONEACHE4 SIDE OF Y O.G. MAX (SEE CALLS/SPECS W/UPLIFT O.G. FORA MAX. UPLIFT OF SPECS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 5TUD5 6 16 O.G. STUD TO TOP PLATES. w 1500 LBS. ON EACH TRUSS U.N.O, FOUNDATION (1) 51MP50N 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER, THESE 5PECIFIGATION6 SECURE PLATE W/ 10" 1/2" DIA. U.N.O." PLAN FOR w/ 12-106 NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS -1 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Cara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL. CALCS./SPECS. N aSon Column Lanai/EntryDetail EXCEPTIONS) PT BOTTOM PLATE NEEDED ONLY $1 SCALE: NTS DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S-1 SCALE: NTS W/ROOF UPLIFT) PT BOTTOM PLATE CONTROL. UN.O. WALL THICKNESS) CONT. 2X PT SOLE PLATE O O d °' - OL d � ° - O-011rDBL SYP TOP PLATE (1) 51MP50N 5PH4 W/02) 106 ��11 Ilf "5 BAR TRANSITION 4"GONG. SLAB. 5EE COMMON NAILS EA. STUD z ♦� FOR WOOD FRAME WALL TO -� K.O. CMU BOND HOOK TP)TD. ```�♦���.•. ..•• FOOTING SEE IilI ° ° = i FOOTING SEE MASONRY ATTACHMENTS THAT MORD INFO. N FOR FOUNDATION PLAN FOR , =1 I I=I 1 FOUNDATION PLAN w Q III SIZES 4 MORE INFO. FOR SIZES $MORE OCCUR A LINTEL USE I/2" x 6" EL V 0'-O -^ _ TOP OF SLAB BEAM INFO. THREADED ROD SET IN SP4 TOP - --- Q Stud Part. Detail 51MPSON SET EPDXY. Load Brn Interior Stud Part. Detail Load Brn Interior Stu - U_ S 1 SCALE: NTS LL SEE FOUND. PLAN i • : o S-1 SCALE: NTS )With Uplift 2 X S.Y.P. 5TUD5 6 16" O.G. - U.N.O. VERT. WALL REINF.W FOOTING SEE r" �Without UpliftW FOUNDATION PLAN FOR LOAD BEARING OR N SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL., BAR TRANSITION ���/�d EXTERIOR WALL 2 X STUD (95% MODIFIED PROCTOR PER ASTM D1551) 'll fit SHINGLE / TILE ROOF - SEE ELEVATION PRE ENGINEERED WD STEEL AGI STD. PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 6 24" O.C. HOOK (TYP) --- PER MANUFACTURERS SPECIFICATIONS. SEE „ „ 8" C. M. U. ,� Gara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF, (TYP) ELEV. 10 x 1/2 DIA. "J II TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS's 4 1 X P.T.5TUD S 1 W/ Uplift SCALE: NTS INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) v 05 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL 905.1.1 TRUSS SHEET FOR MORE INFO. FOR EXTERIOR P Masonr Transition Detail BRNG. OR GARAGE 1/2" DIA x 6" FLOOR (4) IOd NAILS INTO ELEVATION VARIES BRNG WALL TITEN HD TRU55 DBL TOP PLATE S-1 SCALE: NTS TOP OF MASONRY B_R�G � TITEN HD 48" O.C. IF 2 XF.T.AT T 5tt FLAN •. P PLATE 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N 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 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR EXTERIOR FINISH PAGE FOR GARAGE 5OFF1T/FASCIA DETAIL WITH UPLIFT. ° . ° . (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY ` > SECURE PLATE W/ lO" 1/2 GROUTED le t APPLICATION �.� °- - �,-. � -.� -.- ... GRADE DIA... J.. BOLTS 4 <.. a VARIES SEE ROOF PLAN ° '' ° a ° ° RS ON 2X S.Y.P. STUDS WASHE 8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR " (MAX.) CENTEREDU.N.O. DRILL 4 EPDXY 1x2 PT NAILER (U SIMP50N 5PH4 — - WALL. (REFER TO FND INTO LINTEL/BOND NOTE: CONT. (MIN LAP : 25) GROUT CELLS FLR PLN FOR WALL • MISSING DOWELS: WHERE FOOTING 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. TYP. .° a s ° THICKNESS) INSULATION OR PER ENERGY OR GIP BEAM 8"x8" CAST CONCRETE LINTEL A o =I = CALCS./SPECS. ABOVE WITH °I DOWELS ARE PLACED INCORRECTLY MINIMUM OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF. PRE R ° , . CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W/ EMBED AGI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE I I= — 4"GONG. SLAB. USE 5IMP50N SET GRADE 6O 05 BAR. INSTALL IN 5LAB IN BOND BM. "5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR ° a _ _ _ ° ° _I I SEE FOUND. PLAN HIGH STRENGTH I °� W/ 5" MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO. — — — — — — FOR MORE INFO. EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 PRECAST GONG SILL _ T — _—I ' EL V O -O TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A CURTAIN NAILER PT PROJECT WITHOUT WRITTEN APPROVAL. Ix4 WINDOWS 4 S.G.D. •5 BAR VERT. WALL REINF. CONT. MISSING TRU55 ANCHORS: TRUSSES TO BOND BEAM. EMBED AGI 5TD. 'AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. AT 2x8 WALLS z • I WHICH ARE PLACED SUCH THAT AN WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON 6P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP60N 5P2'5 ON w FOUNDATION PLAN ` DRILL 4 EPDXY . - OR MISSING MAY BE FASTENED C THE EACH SIDE OF STUD TO TOP PLATES. U.N.O." w FOR SIZES 4 MORE MINIMUM EMBEDMENT u MASONRY BOND BEAM USING ONE GLEAN 4 COMPACTED SOIL. 8"x16" C.M.U. PER ASTM C -9O (TYPJ INFO. 5 SIMPSON SET 51MP5ON HT5M16, MAX. GAP IS Ills ". 1x2 PT FIR STRIP I1 24"O.C. FM=19OO P.S.I. (MIN.) W/ TYPE M OR 095% MODIFIED PROCTOR PER ASTM D1551) EPDXY 5 MORTAR PER ASTM C-2lO MAXIMUM OF 5 IN A ROW 4 lO TOTAL K Cara a Wall Section Brn Wall WITHOUT WRITTEN APPROVAL. 1x4 PT BASE NAILER 1/2" DIA x 6" AB AT INT. SHEAR WALL S-1 SCALE: NTS -1 IN5UL. PER CALCS. 4 5PEC5 OR TITEN HD ONLY USE IMP ON H3 W/O Uplift EXISTING MASONRY 4"GONG. SLAB. SEE w/ 8 -ad NAILS FASTEN BOND BEAM OR FOUND, PLAN 24" O.G. IN TO TOP 4 BOTTOM SLAB ° ELEV 0'-0" TOP OF SLAB REINFORCED CELL --- ELL PLATE PLUS HORIZ. 1/2" GYP. BOARD 2X STUDS m FOOTING SEE - BLOCKING 6 48" O.C. 24"O.C. SECURE PLATE W/ FOUNDATION PLAN FOR 2x4 PLATE 41 -TI CF62 POWDER SIZES 4 MORE INFO. INSULATION OR 5/8" CEMENTITIOU5 FINISH PER 0 ACTUATED PINS 'S PER ENERGY p T ical Ext. Mason Wall Section FBCR 103.1.2 48 O.C. OR EQUAL CALCS./5PEC5. TYP. Retrofit Vert. Dowel Detail CONT. 2X PT SOLE $-� SCALE: NTS S-1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 EL V O' -O" 70P OF SLAB TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: + SEE N -I FOR _ - Wq "5 VERT. CORNER r ADDITIONAL/ALTERNATE I, 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. w -- CELL FILLED W/ W SEE FOUND PLAN NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 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 CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE5ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LL/-. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIDN5 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 0 0 0 z^ 0 W �ZO0 "''~zz� wmwO 30�W WFox 3gZ'^ H w Z- j",'w,0 = N wz8 ZMP5 cc<zaF°LL�, DC in M 00 =0212 822222 DC Z =C7 C7 Lu uV.iw 2HOSZw u- O }} LD O F i W � / w W L W J -z 19A L � YVuID wlaww� z K 7H- W C W W Lua 7 C w w N - � w CL W 0 o o a O � M - VH Ln 11.0Z 5 co v'-a�tn a M oc W F- 00 M _1� ur p W N O N 3 Ill _ W N V z 6L n Q Y w Z ; (vi 0 � Ot fJJ Q 00 " a L Wi 0- c a OZ � r cr. �• vJ c" 1 � � DATE 03-27-18 SCALE NOTED DRAWN MK/PDK JOB_._,..__ _._ __ _. PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `n ° N Q CONCRETE FOOTING SEE = sheet content: CAULKED JOINT CING (SEE CONTROL JOINT DOES NOT EXTEND I. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT MAX. PAN FOR SIZEF�ROCAT ON THROUGH TIE BEAM/KO BLOCK O.G. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FADE COURSES LOADS "5 LAP CONT. "5 Structural Details MGara a Wall Section Non-Brn 25" LAP H Wood Frame To Mason Attachment Detail $-� SCALE: NTS Sheet number: E Example CMU Wall Control Joint Detail $_, SCALE: NTS R Corner Continuity Detail S-1 SCALE: N.T.S. Brng Wall Only $-1 SCALE: NTS 1 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT 5 NGLE I USED, SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.G. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. PROVIDED BY FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR. CMU WALL BELOW SIMPSON C516 G 000 CORNER 6 16" O.C. 1/2" GYP. BOARD SEE 140 HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 9 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS v EACH END ROOF TRU55 BY ROOF TRU55 MANUF. DBL. "2X" TOP PLATE 1/16" MIN. APA DOUBLE TOP PLATE W/ SIMPSON 5PH4 g SEE TRUSS TYP. LOAD BEARING WALL RATED SHEATHING (MIN. STUD GRADE SYP) NAILST ACH.1SE�d SEE FLOOR PLAN FOR EXACT CONST 2"x4" 9 16" O.G. (SINGLE TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPII°G TABLE ON SHEET 6-3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) FOR STUD SPACING FASTEN EA. STUD ` NOTE: "AT 2x(o WALL5 USE S MP50N 51`12 w/ TO TOP PLATE /5PH6 CONNECTORS ECTORS F Misc. Dormer Knee Wall Attachment Details (12) NAILS .: SEE IN LIEU OF 5PH4 FASTEN HEADER FULL DEPTH TRU55 SCALE: NTS SCALE: NTS CONNECTORS PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES • . BLOCKING a ENG. SHOWN. AT WALLS USE xB DETAIL "J/52" SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET PANEL EDGES w/ FOR CONNECTORS IN (3) 16d TOENAILS MORE LIEU OF 5PH4 FOR STRAPPING CONT, FOR STRAPPING —TOP CHORD EA. END INFO CONNECTORS SIMPSON 5PI w/ SHOWN. FOR WALLS GYP. BOARD RETURN 10-10d NAILS E4. LARGER THAN 2x8, TRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD X 2x STUDS USE SIMPSON SPY'S RATED 5HTG.TRU55 TO TRU55 ON TOP O BOTTOM FOR STUDS 16" O.G. ON EACH SIDE OF PRE-ENGINEERED PRE-ENGINEERED CHORD d BOTTOM OF TDP CHORD "2X" SILL ° ROOF TRUSS. 2X -1 16" O.C. ROOF TRU55.BELOW HDR. (2) STUD TO BOTTOM CONNECTION NE CTION x 3 1/2" COMMON NAILS EA. 5IMP50N 5P4 w/ PLATE d SIMPSON 5P2'5 ON EACH INSUL. PER ENERGY CALLS. 2CxOBOTT. PLATE EA. ST l 1/2 NAILS SIDE OF STUD TO I/2" GYPSUM BOARD----- PRECAST EA. STUD TOP PLATES. U.N.O. CONCRETE PRE-ENGINEERED 10000 TRU55 • • LINTEL. SEE INSTALL 1/2" X 6" 10" x 1/2" DIA."J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT 6 24" O.C. PER SCHEDULE, MIN. 16d 6" O.C. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET PER SCHEDULE "O" 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY 2'-0" MASONRY 5GREW "TYPICAL AT TRU55 -S 16" O.G. CONT. TO INSUL. PER CALCS. d SPECS O.G. (MAX) 4" GONG SLAB TOP CORD (3) 0.131 x 3 1/2" SEE FND. PLAN 2X PT SOLE PLATE POCKET 9 g1, O.C. ALL LOAD SLIDINGBEARING SYPCOMMON 9 TRUSS CHORDS CENTERED ON . : • .' PRECAST WALL. DOOR. 0.131 x 3 1/2" COMPONENTS, "I CMU WALL SEE 2X PT CONCRETE a 4" O.C. GRADE SHALL B Structural Kneewall FLOOR PLAN FOR BOTTOM —. LINTEL. SEE BE USED FOR NOTE: 2x8 PT MIN, S-2 SCALE: NTS • — ° _ V 0'-0 TDP OF SLAB POCKET 2x4. FOR 2x MORE INFO. PLATE FLOOR PLAN VERTICAL WALL TO FOOTING SEE FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES d MORE DOOR. 2 RE>�T�RA �I/2" DIA, x 6" TITEN N ���i � ••' •• i INFO. HD. OR BETTER MAY ical Ext. FWall Section BE USED. ALL 4x NOTE: 1X PT VERTICAL � WALL 5P1 EACH STUD J015T, oil A Trame FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x RAF BOUNDARY S-2 SCALE:NTS FOUNDATION FOUNDATION BE "2 GRADE. 2-1/4" TAPCON -s 12" O.C. OR 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." 1x6 HEAD PER MANUFAGT. SPECS. WALL, DASHED SIZES d MORE SEE FOUND. SIZES d MORE 4"GONG. SLAB. 7 LINE INFO. PLAN INFO. SEE FOUND. TOP PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN WALL 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" BLOCK WALL BEYOND R.S. NAILS PLYWOOD O R.S. NAILS 4 CONC. 4 CONC. INSTALL GLASS PER SLAB EACH STUDS EXTEND PAST EACH STUDS ° ° SLAB ° MANUFACTURER EDGES GABLE EN o ° D FLOOR TRUSSESWWII (SEAM5 OF TRU55 TOP HANGER TO ° a° ° SHEATHING) CHORD PRE -ENG. WOOD BE SIMPSON _ CAULK UNDER FRAME . K.O. w/ 1-05 CONT. EDGE FLOOR TRUSSES LU5, LSU, ° HANGER TO OR L55U FIEL PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. LONG. SILL WOOD ROOF LUS, LSU, OR TWROUODER500F CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail PER 5CR 1ITI 1.2 FINISH BOUNDARY TRU5SE5 L55U MIN. H I PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA PLYWOOD TO SEE FLR PLN FOR HDR 51ZE NOTE: 4" CONC SLAB "5 6 CORNERS d 48" O.G. BLOCKING SEAM BOUNDARY 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 d MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER 51MP50N SPH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH PANEL OVERHANG If NAILS s EACH AREA 5'-0" (1) 51MP50N CSI6 OR (1) NAILS EACH 1(o" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING m ° ° SHEATHING CLIP OUTRIGGER FLOOR TRUSS M5TA24 w/ 22-10d NAILS NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO ° ° ° FOR ROOFS 24" O.C. (FIELD VERIFY 2x8 LEDGER W/ CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH d ALLOW ° ° 4 TONGUE d WITH TRUSS 4-0.131 x 3 I/2° NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH ` ° a ° GROOVE FOR FIELD FIELD SUB FASCIA OR R.S. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, d LAYOUT FOR THE PROPER INSTALLATION OF THE �— ° EACH STUDS FLOORS WALL PLATE FOOTING SEE BOUNDARY LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOUNDATION PLAN °" 4 NAILING WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE WITH FLOOR TRU55 TRUSS FOR ROUGH OPENINGS OVER FOR 51ZE5 d MORE A. ^ < a ° (PERIMETER OF SPHS IN LIEU OF SPH4, FOR WIDER WALLS 5'-0" USE (2) 51MP50N 0516 USE 51MP50N G516 IN AN SPH INFO. DIAPHRAGM) OR (2) MSTA24 (UN O) CONFIGURATION. ATTACH PAD BLOCKING TYj21Ud1 Led er Detail TITEN HD BOLTS —_r DORMER ROOF BY TRUSS MANUF. F_ Non-Brn Down Header Detail - FIELD S-2 SCALE: NTS SIMPSON MT512 EACH TRUSS Q OR DOUBLE BOTT. U1`1.0. PLATE AT EQ., TYP. OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-211, TYF`.I I CLEARANCES FOR THE WINDOW/DOOR L .Frame $'2 SCALE: NTS Multkuse 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCK5 ATTACHED W/ ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM J PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. THE FOLLOWING 5HALL AF`f�_ END OF MEMBER 'S MAS. WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK TYP. LOAD BEARING WALL GONST. 51MP50N MT518 6 OPENINGS. TTACHMENT rLPERMANUFACTURER�S REVISIONS 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRU55 DK/PK WINDOW ATTACHMENT POINTS TO 2X USE 51MP50N SP2 S STUD TO TOP PLATE, SPI STUD TO MEMBERS OR DIRECTLY TO CMU/WOOD 2X MEMBERS ATTACHED FRAMING ONLY. NUMBER OF DIAD. MEMBERS BOTTOM PLATE, OR EQUALS. PROVIDE 51MP50N MT512 AT O.C. ON TOP OF W/51MP5ON A35 WHERE NEEDED TO MEET 2X4 RAT RUN • AT OPENINGS UP TO 3'4" (1) BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) - OR BOTH OF THE TOP PLATES 15 MANUFACTURER'S BUCKS TO BE ATTACHED TO CMU PER ic W W N �- �" g zo z '^ RAT RUNS FOR 4 SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT POINT CRIPPLE t (U KING 15 REQUIRED ON ATTACHMENT TO BE 51MP50N 435. KNEE ROOF TRUSS BY REQUIREMENTS. --i (~y W 22 Q LL w 3 a w z w p Q ROOF TRUSS MANUF. TYP. LCC w v=vim 2Z�i W W TRU55 SPANS WINDOW/SHEATHING ATTACHMENT @ O.G. ON TOP OF BOTT. 2"x4" BLOCKING AT 24" D.C. BELOW SIDE WALLS TOP/SIDES OF ARCH OPENING. IF ARCH TOP DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING •' 3" SET IT 15 NOT ACCEPTABLE TO PROHIBITS 2X THICKNESS 9 CENTER OF BETWEEN SUPPORTING TRU55E5 ATTACH LU/SIMPSON A34 u M IF IX THEN ATTACH oto OR EQUAL AT EACH END TYP. CHORD FOR 4 WINDOW THROUGH BUCK, WITH 2X BUCK e EACH SIDE TO O.C. ALL AROUND SUBSTITUTE A LE55ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE L DO EDGES OF OPENING. ALL TAPGONS TO HAVE BUCK TO CMU/ WOOD oC 0 MIN_ 1-1/4" EMBEDMENT. --- SIMPSON L5TA12 AT EACH STUD TO Y u FRAMING. IF 2X THEN TRU55 SPANS HEADER BLOCKING. EOR WHEN THE TOP PLATE IS ATTACH TO 2X BUCK. THE REVERSE 15 NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY a 2-2"x4" BLOCKING WITH 4-16D TOENAILS 6 EACH END END WALL TYP. LOAD BRG WALL . c. ' c0 51MP50N MT515 211x4" -1 16" O.G. (SGL BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. J SHINGLE / TILE ROOF 12 PRE ENGINEERED WD TRUSS 6 24" O.C. EACH TRUSS PLT) w/ 1/4"x 3" TAPCONS VATION - SEEPAGES FOR MORE (TYP) � DATE id3-rd8-IS ----- SCALE NOTED DRAWN MK/PDK FROM END OF BUCK. ELEV. INFO. FASTENING TO INSULATION PER ENERGY CALLS. (TYP. ALL 2X WINDOW BE AS PER EACH STUD OR2EQUIV. BUCK ATTACHMENT) MANUFACTURERS SPECIFICATIONS. 2-2"x4" BLOCKING WITH 4-16D CONTRACTOR TO HURRICANE ANCHOR Q EACH TRU55 SEE COM TOENAILS m EACH END PROVIDE MANUF. TRU55 SHEET FOR MORE INFO. DOCUMENTATION TO INSPECTOR TIME OF ELEVATION VARIES INSPECTION. IF HI 5 TOP PLATE 2x8 PT VERTICAL (ABV) ,@ WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT 5 NGLE I USED, SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.G. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. PROVIDED BY FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR. CMU WALL BELOW SIMPSON C516 G 000 CORNER 6 16" O.C. 1/2" GYP. BOARD SEE 140 HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 9 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS v EACH END ROOF TRU55 BY ROOF TRU55 MANUF. DBL. "2X" TOP PLATE 1/16" MIN. APA DOUBLE TOP PLATE W/ SIMPSON 5PH4 g SEE TRUSS TYP. LOAD BEARING WALL RATED SHEATHING (MIN. STUD GRADE SYP) NAILST ACH.1SE�d SEE FLOOR PLAN FOR EXACT CONST 2"x4" 9 16" O.G. (SINGLE TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPII°G TABLE ON SHEET 6-3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) FOR STUD SPACING FASTEN EA. STUD ` NOTE: "AT 2x(o WALL5 USE S MP50N 51`12 w/ TO TOP PLATE /5PH6 CONNECTORS ECTORS F Misc. Dormer Knee Wall Attachment Details (12) NAILS .: SEE IN LIEU OF 5PH4 FASTEN HEADER FULL DEPTH TRU55 SCALE: NTS SCALE: NTS CONNECTORS PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES • . BLOCKING a ENG. SHOWN. AT WALLS USE xB DETAIL "J/52" SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET PANEL EDGES w/ FOR CONNECTORS IN (3) 16d TOENAILS MORE LIEU OF 5PH4 FOR STRAPPING CONT, FOR STRAPPING —TOP CHORD EA. END INFO CONNECTORS SIMPSON 5PI w/ SHOWN. FOR WALLS GYP. BOARD RETURN 10-10d NAILS E4. LARGER THAN 2x8, TRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD X 2x STUDS USE SIMPSON SPY'S RATED 5HTG.TRU55 TO TRU55 ON TOP O BOTTOM FOR STUDS 16" O.G. ON EACH SIDE OF PRE-ENGINEERED PRE-ENGINEERED CHORD d BOTTOM OF TDP CHORD "2X" SILL ° ROOF TRUSS. 2X -1 16" O.C. ROOF TRU55.BELOW HDR. (2) STUD TO BOTTOM CONNECTION NE CTION x 3 1/2" COMMON NAILS EA. 5IMP50N 5P4 w/ PLATE d SIMPSON 5P2'5 ON EACH INSUL. PER ENERGY CALLS. 2CxOBOTT. PLATE EA. ST l 1/2 NAILS SIDE OF STUD TO I/2" GYPSUM BOARD----- PRECAST EA. STUD TOP PLATES. U.N.O. CONCRETE PRE-ENGINEERED 10000 TRU55 • • LINTEL. SEE INSTALL 1/2" X 6" 10" x 1/2" DIA."J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT 6 24" O.C. PER SCHEDULE, MIN. 16d 6" O.C. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET PER SCHEDULE "O" 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY 2'-0" MASONRY 5GREW "TYPICAL AT TRU55 -S 16" O.G. CONT. TO INSUL. PER CALCS. d SPECS O.G. (MAX) 4" GONG SLAB TOP CORD (3) 0.131 x 3 1/2" SEE FND. PLAN 2X PT SOLE PLATE POCKET 9 g1, O.C. ALL LOAD SLIDINGBEARING SYPCOMMON 9 TRUSS CHORDS CENTERED ON . : • .' PRECAST WALL. DOOR. 0.131 x 3 1/2" COMPONENTS, "I CMU WALL SEE 2X PT CONCRETE a 4" O.C. GRADE SHALL B Structural Kneewall FLOOR PLAN FOR BOTTOM —. LINTEL. SEE BE USED FOR NOTE: 2x8 PT MIN, S-2 SCALE: NTS • — ° _ V 0'-0 TDP OF SLAB POCKET 2x4. FOR 2x MORE INFO. PLATE FLOOR PLAN VERTICAL WALL TO FOOTING SEE FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES d MORE DOOR. 2 RE>�T�RA �I/2" DIA, x 6" TITEN N ���i � ••' •• i INFO. HD. OR BETTER MAY ical Ext. FWall Section BE USED. ALL 4x NOTE: 1X PT VERTICAL � WALL 5P1 EACH STUD J015T, oil A Trame FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x RAF BOUNDARY S-2 SCALE:NTS FOUNDATION FOUNDATION BE "2 GRADE. 2-1/4" TAPCON -s 12" O.C. OR 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." 1x6 HEAD PER MANUFAGT. SPECS. WALL, DASHED SIZES d MORE SEE FOUND. SIZES d MORE 4"GONG. SLAB. 7 LINE INFO. PLAN INFO. SEE FOUND. TOP PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN WALL 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" BLOCK WALL BEYOND R.S. NAILS PLYWOOD O R.S. NAILS 4 CONC. 4 CONC. INSTALL GLASS PER SLAB EACH STUDS EXTEND PAST EACH STUDS ° ° SLAB ° MANUFACTURER EDGES GABLE EN o ° D FLOOR TRUSSESWWII (SEAM5 OF TRU55 TOP HANGER TO ° a° ° SHEATHING) CHORD PRE -ENG. WOOD BE SIMPSON _ CAULK UNDER FRAME . K.O. w/ 1-05 CONT. EDGE FLOOR TRUSSES LU5, LSU, ° HANGER TO OR L55U FIEL PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. LONG. SILL WOOD ROOF LUS, LSU, OR TWROUODER500F CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail PER 5CR 1ITI 1.2 FINISH BOUNDARY TRU5SE5 L55U MIN. H I PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA PLYWOOD TO SEE FLR PLN FOR HDR 51ZE NOTE: 4" CONC SLAB "5 6 CORNERS d 48" O.G. BLOCKING SEAM BOUNDARY 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 d MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER 51MP50N SPH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH PANEL OVERHANG If NAILS s EACH AREA 5'-0" (1) 51MP50N CSI6 OR (1) NAILS EACH 1(o" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING m ° ° SHEATHING CLIP OUTRIGGER FLOOR TRUSS M5TA24 w/ 22-10d NAILS NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO ° ° ° FOR ROOFS 24" O.C. (FIELD VERIFY 2x8 LEDGER W/ CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH d ALLOW ° ° 4 TONGUE d WITH TRUSS 4-0.131 x 3 I/2° NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH ` ° a ° GROOVE FOR FIELD FIELD SUB FASCIA OR R.S. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, d LAYOUT FOR THE PROPER INSTALLATION OF THE �— ° EACH STUDS FLOORS WALL PLATE FOOTING SEE BOUNDARY LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOUNDATION PLAN °" 4 NAILING WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE WITH FLOOR TRU55 TRUSS FOR ROUGH OPENINGS OVER FOR 51ZE5 d MORE A. ^ < a ° (PERIMETER OF SPHS IN LIEU OF SPH4, FOR WIDER WALLS 5'-0" USE (2) 51MP50N 0516 USE 51MP50N G516 IN AN SPH INFO. DIAPHRAGM) OR (2) MSTA24 (UN O) CONFIGURATION. ATTACH PAD BLOCKING TYj21Ud1 Led er Detail TITEN HD BOLTS HIGH WIND F_ Non-Brn Down Header Detail - FIELD S-2 SCALE: NTS Tx " KING STU SPECIFICATION FOR KINGS d CRIPPLES Q OR DOUBLE BOTT. U1`1.0. PLATE AT EQ., TYP. OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-211, TYF`.I I CLEARANCES FOR THE WINDOW/DOOR L .Frame $'2 SCALE: NTS Multkuse 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND J PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. THE FOLLOWING 5HALL AF`f�_ BY WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK A35 ALL ON POINTS. TTACHMENT rLPERMANUFACTURER�S REVISIONS ATIONS ADDED 160 MPH SHEETS DK/PK WINDOW ATTACHMENT POINTS TO 2X GEN NOTE REVISED MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAD. MEMBERS O.C. ON TOP OF RELATIVE TO NUMBER O REQUIRED 2X4 RAT RUN • AT OPENINGS UP TO 3'4" (1) ATTACHMENT POINTS PER MANUFACTURER 2X OR BOTH OF THE TOP PLATES 15 oW90 =F Wm t �=oidd O O C U BUCKS TO BE ATTACHED TO CMU PER ic W W N �- �" g zo z '^ RAT RUNS FOR 4 SPECS GIVEN IN TH15 DETAIL. 2X TO 2X BRACING 6 48" CRIPPLE t (U KING 15 REQUIRED ON ATTACHMENT TO BE 51MP50N 435. KNEE FASTEN WALL ELIMINATED TO MAINTAIN THE FULL WALL ABOVE ARCH NECESSARY ONLY PER --i (~y W 22 Q LL w 3 a w z w p Q OPENING VARIATIONS. MIN. 2X BUCK FOR LCC w v=vim 2Z�i W W TRU55 SPANS WINDOW/SHEATHING ATTACHMENT @ O.G. ON TOP OF BOTT. EACH SIDE OF THE HEADER. AT OPENINGS 3'-6" TO 5'-2" IN TOP/SIDES OF ARCH OPENING. IF ARCH TOP DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING •' 3" SET IT 15 NOT ACCEPTABLE TO PROHIBITS 2X THICKNESS 9 CENTER OF u M ARCH, USE DIRECT ATTACHMENT TO oto CMU/WOOD FRAMING, WITH OR WITHOUT IX CHORD FOR 4 WIDTH, (2) CRIPPLES d (1) KING 15 REQUIRED ON EACH SIDE OF THE BUCK, WITH 2X BUCK e EACH SIDE TO O.C. ALL AROUND SUBSTITUTE A LE55ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE L DO EDGES OF OPENING. ALL TAPGONS TO HAVE W N 3 oC 0 MIN_ 1-1/4" EMBEDMENT. ZLL. ^ Q Y u SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT 5 NGLE I USED, SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.G. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. PROVIDED BY FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR. CMU WALL BELOW SIMPSON C516 G 000 CORNER 6 16" O.C. 1/2" GYP. BOARD SEE 140 HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 9 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS v EACH END ROOF TRU55 BY ROOF TRU55 MANUF. DBL. "2X" TOP PLATE 1/16" MIN. APA DOUBLE TOP PLATE W/ SIMPSON 5PH4 g SEE TRUSS TYP. LOAD BEARING WALL RATED SHEATHING (MIN. STUD GRADE SYP) NAILST ACH.1SE�d SEE FLOOR PLAN FOR EXACT CONST 2"x4" 9 16" O.G. (SINGLE TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPII°G TABLE ON SHEET 6-3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) FOR STUD SPACING FASTEN EA. STUD ` NOTE: "AT 2x(o WALL5 USE S MP50N 51`12 w/ TO TOP PLATE /5PH6 CONNECTORS ECTORS F Misc. Dormer Knee Wall Attachment Details (12) NAILS .: SEE IN LIEU OF 5PH4 FASTEN HEADER FULL DEPTH TRU55 SCALE: NTS SCALE: NTS CONNECTORS PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES • . BLOCKING a ENG. SHOWN. AT WALLS USE xB DETAIL "J/52" SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET PANEL EDGES w/ FOR CONNECTORS IN (3) 16d TOENAILS MORE LIEU OF 5PH4 FOR STRAPPING CONT, FOR STRAPPING —TOP CHORD EA. END INFO CONNECTORS SIMPSON 5PI w/ SHOWN. FOR WALLS GYP. BOARD RETURN 10-10d NAILS E4. LARGER THAN 2x8, TRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD X 2x STUDS USE SIMPSON SPY'S RATED 5HTG.TRU55 TO TRU55 ON TOP O BOTTOM FOR STUDS 16" O.G. ON EACH SIDE OF PRE-ENGINEERED PRE-ENGINEERED CHORD d BOTTOM OF TDP CHORD "2X" SILL ° ROOF TRUSS. 2X -1 16" O.C. ROOF TRU55.BELOW HDR. (2) STUD TO BOTTOM CONNECTION NE CTION x 3 1/2" COMMON NAILS EA. 5IMP50N 5P4 w/ PLATE d SIMPSON 5P2'5 ON EACH INSUL. PER ENERGY CALLS. 2CxOBOTT. PLATE EA. ST l 1/2 NAILS SIDE OF STUD TO I/2" GYPSUM BOARD----- PRECAST EA. STUD TOP PLATES. U.N.O. CONCRETE PRE-ENGINEERED 10000 TRU55 • • LINTEL. SEE INSTALL 1/2" X 6" 10" x 1/2" DIA."J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT 6 24" O.C. PER SCHEDULE, MIN. 16d 6" O.C. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET PER SCHEDULE "O" 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY 2'-0" MASONRY 5GREW "TYPICAL AT TRU55 -S 16" O.G. CONT. TO INSUL. PER CALCS. d SPECS O.G. (MAX) 4" GONG SLAB TOP CORD (3) 0.131 x 3 1/2" SEE FND. PLAN 2X PT SOLE PLATE POCKET 9 g1, O.C. ALL LOAD SLIDINGBEARING SYPCOMMON 9 TRUSS CHORDS CENTERED ON . : • .' PRECAST WALL. DOOR. 0.131 x 3 1/2" COMPONENTS, "I CMU WALL SEE 2X PT CONCRETE a 4" O.C. GRADE SHALL B Structural Kneewall FLOOR PLAN FOR BOTTOM —. LINTEL. SEE BE USED FOR NOTE: 2x8 PT MIN, S-2 SCALE: NTS • — ° _ V 0'-0 TDP OF SLAB POCKET 2x4. FOR 2x MORE INFO. PLATE FLOOR PLAN VERTICAL WALL TO FOOTING SEE FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES d MORE DOOR. 2 RE>�T�RA �I/2" DIA, x 6" TITEN N ���i � ••' •• i INFO. HD. OR BETTER MAY ical Ext. FWall Section BE USED. ALL 4x NOTE: 1X PT VERTICAL � WALL 5P1 EACH STUD J015T, oil A Trame FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x RAF BOUNDARY S-2 SCALE:NTS FOUNDATION FOUNDATION BE "2 GRADE. 2-1/4" TAPCON -s 12" O.C. OR 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." 1x6 HEAD PER MANUFAGT. SPECS. WALL, DASHED SIZES d MORE SEE FOUND. SIZES d MORE 4"GONG. SLAB. 7 LINE INFO. PLAN INFO. SEE FOUND. TOP PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN WALL 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" BLOCK WALL BEYOND R.S. NAILS PLYWOOD O R.S. NAILS 4 CONC. 4 CONC. INSTALL GLASS PER SLAB EACH STUDS EXTEND PAST EACH STUDS ° ° SLAB ° MANUFACTURER EDGES GABLE EN o ° D FLOOR TRUSSESWWII (SEAM5 OF TRU55 TOP HANGER TO ° a° ° SHEATHING) CHORD PRE -ENG. WOOD BE SIMPSON _ CAULK UNDER FRAME . K.O. w/ 1-05 CONT. EDGE FLOOR TRUSSES LU5, LSU, ° HANGER TO OR L55U FIEL PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. LONG. SILL WOOD ROOF LUS, LSU, OR TWROUODER500F CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail PER 5CR 1ITI 1.2 FINISH BOUNDARY TRU5SE5 L55U MIN. H I PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA PLYWOOD TO SEE FLR PLN FOR HDR 51ZE NOTE: 4" CONC SLAB "5 6 CORNERS d 48" O.G. BLOCKING SEAM BOUNDARY 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 d MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER 51MP50N SPH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH PANEL OVERHANG If NAILS s EACH AREA 5'-0" (1) 51MP50N CSI6 OR (1) NAILS EACH 1(o" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING m ° ° SHEATHING CLIP OUTRIGGER FLOOR TRUSS M5TA24 w/ 22-10d NAILS NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO ° ° ° FOR ROOFS 24" O.C. (FIELD VERIFY 2x8 LEDGER W/ CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH d ALLOW ° ° 4 TONGUE d WITH TRUSS 4-0.131 x 3 I/2° NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH ` ° a ° GROOVE FOR FIELD FIELD SUB FASCIA OR R.S. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, d LAYOUT FOR THE PROPER INSTALLATION OF THE �— ° EACH STUDS FLOORS WALL PLATE FOOTING SEE BOUNDARY LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOUNDATION PLAN °" 4 NAILING WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE WITH FLOOR TRU55 TRUSS FOR ROUGH OPENINGS OVER FOR 51ZE5 d MORE A. ^ < a ° (PERIMETER OF SPHS IN LIEU OF SPH4, FOR WIDER WALLS 5'-0" USE (2) 51MP50N 0516 USE 51MP50N G516 IN AN SPH INFO. DIAPHRAGM) OR (2) MSTA24 (UN O) CONFIGURATION. ATTACH PAD BLOCKING TYj21Ud1 Led er Detail TITEN HD BOLTS HIGH WIND 51MP50N PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. SIMP Non-Brn Down Header Detail - FIELD S-2 SCALE: NTS Tx " KING STU SPECIFICATION FOR KINGS d CRIPPLES WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" OR DOUBLE BOTT. U1`1.0. PLATE AT EQ., TYP. OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-211, TYF`.I I CLEARANCES FOR THE WINDOW/DOOR L .Frame $'2 SCALE: NTS Multkuse 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 2X4 GROSS PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. THE FOLLOWING 5HALL AF`f�_ BY WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK REVISIONS ADDED 142 MPH SHEETS BRACING 6 48 -TO REVISIONS ADDED 160 MPH SHEETS DK/PK UPSET THE HEADER SUCH THAT ONE GEN NOTE REVISED DK/PK O.C. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'4" (1) �ZZ WFON�W W OR BOTH OF THE TOP PLATES 15 oW90 =F Wm t �=oidd O O C U a: ic W W N �- �" g zo z '^ RAT RUNS FOR 4 o�— 5�uw_ D W2 8 Y— BRACING 6 48" CRIPPLE t (U KING 15 REQUIRED ON w 00 FASTEN WALL ELIMINATED TO MAINTAIN THE FULL "JII BOLT FEFLACEMENT CH,4fRT: --i (~y W 22 Q LL w 3 a w z w p Q 2X4 RAT RUN LCC w v=vim 2Z�i W W TRU55 SPANS mQzz Wz?%o=c Q W FQ o O.G. ON TOP OF BOTT. EACH SIDE OF THE HEADER. AT OPENINGS 3'-6" TO 5'-2" IN DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING •' 3" SET IT 15 NOT ACCEPTABLE TO 8 o a u M BRACING 6 48" O.G. ON TOP OF oto (� F- Ln CHORD FOR 4 WIDTH, (2) CRIPPLES d (1) KING 15 REQUIRED ON EACH SIDE OF THE M O.C. ALL AROUND SUBSTITUTE A LE55ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE L DO • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. W N 3 oC 0 =OTT CHORD ZLL. ^ Q Y u z ;$ ? cri O TRU55 SPANS HEADER aLL EOR WHEN THE TOP PLATE IS THE REVERSE 15 NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY a O a O T` FICAL NAILING SCHEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" NAIL SHEATHING 15OUNDART EDGE FIELD ROOF 0.131 x 2 1/2" R.S. RING SHANK 1/1_6" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" TG. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) 5/8" x 8" NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. @ 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. FOR 4 TRU55 WOOD TRUSSES ATTACHED W/ 0 AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS . NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION 5PAN5 1 11 1 1 2-I(od 9 EA. IN WIDTH, (2) CRIPPLES d (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT TRUSS JOINT ARE REQUIRED ON EACH 51DE OF NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. ATTACHED W/ 2X4 BLOCKING THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRU55 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING • FOUNDATION PAGE TAKES PRECEDENCE. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S. -1 EA. TRU55 N 3 1/2" R.S. CRIPPLES 4/OR KINGS MADE ON -2", TYP. SHALL ATTACH DIRECTLY TO HEADER • ALL OTHER BOLT OPTIONS MUST BE REVIEWED d APPROVED BY E.O.R. IN WRITING. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. • I/2 GYP. ON 16-24 O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2 GALV. 5IMP5o (ON SECOND FLOOR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS 9 1" O.C. ALONG ALL 5UPP0RT5 MIN < END SIMPSON 434 L530 O 1/2" HIGH CONNECTOR EQ., TYP OPENINGS UFL 5� ONLY (I) SIMPSON TO STRENGTH OR BLOCKING/RUNNERS W/4-Sd X 1 1/2" (ON CONC. SLAB) 51MP50N HTT4 SPAN FLOOR SYS. 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN 5IMP60N SET BLOCKING/RUNNERS BELOO W d 4-Sd X 1 I/2° EPDXY t (18) Ibd NAILS MASONRY WALL META 12 24 O.C. (ON SECOND FLOOR) FOR ROUGH INTO TOP 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OP �N�NC(S O SE' ALL 0` ONLY (1) IME50N WALLS WITH NO UPLIFT, IN STRAPPING MAY BE SIMP50N SET EPDXY d (IS) 16d NAILS ELIMINATED, UNLE55 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR 51MP60N MSTCM60 IF FILLED CELL OCCURS BELOW E t W 11 f'% N L dB L t' BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED • 1/2" GYP CEILING ON 24" O.C. 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.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS 9 1" O.G. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C. ALONG EDGES AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. E x . a on. on- oa rn . oca ion i T . Header Detail o T ical illi Schedules Floor, Roof Wall $-2 SCALE: NTS S-2 SCALE: NTS S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Lu 0 ZZQaZ 0 �ZZ WFON�W W LO oW90 =F Wm t �=oidd O O C U a: ic W W N �- �" g zo z '^ r-1� r o�— 5�uw_ D W2 8 Y— = N aozz'Zz �azaQw } = o�a� z w 00 �aoo vz 0ce3 a 2 b !2 CC Q W 2 W R a O W W --i (~y W 22 Q LL w 3 a w z w p Q UJ J L LCC w v=vim 2Z�i W W Z mQzz Wz?%o=c Q W FQ o Q =L.,2zr- wad J Fuww aC W d�� N 8 o a u M oto (� F- Ln LL; 5 Ma 00 M LUN L DO W N p 00 M W [t Ln W N 3 oC 0 ZLL. ^ Q Y u z ;$ ? cri O W j U aLL W g a O a O ct . c. ' c0 0 J -_u q) LLl q) �—Il DATE id3-rd8-IS ----- SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 5.2 0.131 x 3" COMMON SEE TABLE FOR NAILING 4 B,41' OR B' -m" M/N. 6 111 o.c. SCHEDULE 's SPLICE 3-10.131 x DOUBLE TOP PRE -ENG UJOOD TRUSS (TTP) 4-0.131 x 31' PLATE 3 `` APA RATED -- COMMON -0.131 x 3" COMMON ui 11 EA. SIDE OF JOINT 0.131 x 3 DOUBLE STUD SHEATHING. SEE T 4-0.131 x 3" 1/2" COM. NAILING SCHEDULE COMMON �. 16" Oz. PT BOTT. TABLE FOR STUDS 16" o.c. ATTACHMENT. U.N.O. 4 " r PLATE Z2-0.131 x 3" ... (1) 6IMP50N L5TA123 COMMON. 2-0.131 x STRAP 48 O.C. ZET3f USS 2x4 BLOCKING (U 5IMP50N LSTA12I/2" CEILING GYP BD W/ 5d `/ - ,a.3 1/2" COM. 2-0.131 x 3I/2" OTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7 O.G. OR COM. (1) SIMP50N LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.G. ATTACHED 1/2 TOENAILS 0.131 x 31/2'' NAILS (4 BAY OR 8 ft FROM 5 SEE TABLE BELOW DOUBLE STUD CONDITION TO BOTTOM CHORD EACH END, I1 6" O.G. MASONRY WALL) 1 FOR LAP5PLICE OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4 - 8" MASONRY WALL 2 ALL BLOCKING TO BE TOP PLATE E,451ENER5 5-0.131 x 31/2" W/(1) "5 REBAR /-n�3 COM. 2-0.131 X 3 AIT IAI vklnrvnl 17 GI A r e)=/- A T[ I=n= A 1 REPEATED 48" OC TYP_ _ - " �% i inn f SECURE RIDGE BEAM TO CLEAT W/ I ��%\��� /yl� PT 1507. PLATE � i �r i vim �..r i nLvnrL � I vvi 1 1. n 1 iv i ____v COURSE E Expanded Blocking Information Diagram S-3 SCALE: NTS �/ \�� �_----"_._._---� 3 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) DOUBLE TOP PLATE LAP5PLICE NAILING 9 SPLICE ALL OTHER NAILING 0.131 x 3 1/2" COM, 2-ROW5 0.131 x 3" 16 o.c. 3-0 131 OM. 3 � 2x4 6 16" Oz. 9'-0" APA RATED SHEATHING. SEE NAILING SCHEDULE 0.131 x 3" 6 8" 0/C f2-0.131 x 3 1/2" COM. LAPSPL CE NAILING 9 SPLICE ALL OTHER NAILING SECURE RIDGE BEAM TO CLEAT W/ I ��%\��� /yl� PT 1507. PLATE CONTINUE SHEATHING BELOW -- - vr- I rrD I L,/F- r-Li"k I >_ ,CIV I CICC 55 CONVENTIONAL FRMG 6 ATTACHED AT CORNER. MAY BE 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: --0.131 x 3" COMM. 6 16" ac. TRUSSES s ENTRYWAYS 4 PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY 24 O.C. PRE-ENGINEERED OVERLAP TRU55 BRACING - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" WOOD TRussEs e LEAST ONE TRU55 SPACE 41-011 41-011 NOTE 5 = 1201 COM. m 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE ID 24" O.C. MAX. SECTION 51ZE SHALL 12 it O.G. 4-111 COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL5 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. Ir, 51MP5ON SPH4/6/8 EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLESS NOTED OR SIMPSON OR 8 FEET FROM MASONRY WALL)_ _ OTHERWISE, AT A 5DWC15600 FROM 4'-0" TO 8'-0" -- 2X6 15'-0" TO 18'-0" ---- 2X12 �' 2-2"x4" W/1/2" PLYWD. MINIMUM ALL STUD TO TOP B'-0" TO 12'-0'' ---- 2X8 SPACER NOTE: 2x415 UNSPECIFIED FRAME PLATE Gable Diaphragm Side Wall d MAY BE TURNED TO FRAME F2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) ,, FLATWISE SD NO S-3 (For Illustration Only) SCALE: NTS IkeCONNECTIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. d SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ �16d COM. 8" Oz. 0.131"X3-1/2" END COM. 8" O.C. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS's EACH TRUSS U51NG (14) 10d NAIL5. INSTALL THE 10d COM. NAILS OR TOENAILS. 12" c.c. SEE NAILING 16d COM NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRU55 4 THREADING 4-. 'A 6IMP50N MSTCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. MAY BE SUBSTITUTED FOR 5IMP5ON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-BEARING) AN HTT4 WHERE LOCATION 5/8" DIA A.B.• 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 5IMP50N HT520 W/ ( 20) 10d ALIGNS WITH A FILLED 1'-0" NAILS FOR 2x12 RAFTERS, (16) IOd NAILS FOR 2x10 RAFTERS, (14) 10d NAIL5 FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS M,ax SHAD BE TOE6 AILED TO 0EARW RAFTER. 2xg6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" RE -ENGINEERED PER JOINT BRACING BEE NATE[) SHEATH ILING SCHEDULE o TRU55E5 6 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP5ON L55U210 SLOPING HANGER W/ (10) 1001 General Wood Attachment Details 4 STUD CORNER TABLE FOR ATTACHMENT. I NAILS INTO RIDGE BEAM 4 (l) 10d x 1 1/2" NAIL5 INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d P Truss Bra Overlap Detail UN.O. /2 CEILING GYP BD W/ 5d S-3 SCALE: NTS A COOLER NAILS I" O.C. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 STRAPPING I1FOWATION S-3 SCALE: NTS DIAPHRAGM AREA (4 BAY EQUAL, 8 RAFTERS. USE L5U26 W/ (6) 106 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" Ft FROM MASONRY WALL) OR GREATER 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE `0�1 111 STRAP 500 L5TA12 BEAM W/ (8) 10d NAILS. %� �c INTERIOR �..• "" 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR � SEE FLOOR PLAN FOR SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT VOLUME ll) 51MPSON HETA20 AREA LENGTH 4 WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORD. •r7 BOTTOM CHORD OF BLOCKING UNO.= Y DBL TOP PLATE FASTEN CAP TO CHA5E w/ GABLE DETAIL (TYP) J Valle Set Attachment Detail (1) M5TA30 AT EVERY - • 0.131 x 3 1/2" R.S. NAIL5 12" FLAT OR CATHEDRAL S 3 SCALE: NTS PRE -ENGINEERS PRE -ENGINEERS OTHER STUD (32" O.C. p MAX.) FROM UPPER STUD O.C. ALL-AROUND B" MASONRY WALL W/(U "5 a 1/2 GYP BD WOOD ROOF WOOD ROOF �e J'•.• TRUSSES TRUSSES TO LOWER TOP PLATE, i� . REBAR DONT. N °° - NOTE: GRO55 BRACING 4 WRAP TOP PLATE 45 6' KNOCKOUT COURSE INSTALL 5IMP50N LU524 INTERIOR WALL SHEATHING KNEEWALL -. NEEDED FOR FULL i NAILED PER ALL BLOCKING TO BE 5TUD5 MIN. MIN. EA. SIDE OF THE VOLUME NAILING. IF 5TUD5 ALIGN, �� X11 ALL RAFTERS SHALL BE "2 PLYWOOD TO EXTEND TO '0'/5.2 REPEATED 48" O.C. TYP. 16" OC CEILING JOISTS. JOISTS AREA STRAP SHALL EXTEND DBL 2X4 TO BE PER NOTE "1 SOUTHERN YELLOW PINE 24 BOTTOM OF WALL INSTALL (1) PLATE CONT. O.C. MAX. SECTION 51ZE SHALL M5TAM24 AT EVERY STUD 06" STRAP EACH FROM UPPER STUD TO o 8'-0" (MAX.) TYP. Mason Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRUSS (SEE LOWER STUD. LL W/ 5IMP50N TO THE LENGTH OF SPAN 45 PLAN) LL HT5 IM P1 N S-3 SCALE: NTS AT EACH TRU55 � O.C. 0 ' G2" FOLLOWS: s Extended Bottom Chord Attachment Details 2x4 WD CONST. w TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0'' --- 2X4 $-3 SCALE: NTS 4'-0" TO 8'-0" ---- 2X6 16" Of w STUDS BELOW SADDLE APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ---- 2X8 N SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) STUD X L 1/2"AR NAILS 12'-0" TO 15'-0" 2X10 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR TO EA. STUD ALL AROUND ---" - CUT OUTSIDE EDGE ATTACHMENTS PERIMETER. IF ABUTTING 15'-0" TO 18'-0" ---- 2X12 NOTES: PLUMB TO ALLOW MASONRY USE P.T. 5YP 02 I. ADJACENT NAILS ARE SOLID CONNECTION AC5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO _ DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN CHORD TO x ATTACHED W/(4) 0.131 x MASONRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED L 1'-0" 31/2" NAILS -1 TAPCON5 's 6" O.C. MAX. NOTES : 2. ALL NAIL5 PENETRATE 6 = _ / BLOCKING w 1/4" x EA. SHEATHING. SEE M4x INTERSECTING LEAST 3/4 OF THE m m 5" WOOD 5CREW5 9 4" CORNER NAILING SCHEDULE BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST = , O.G. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION -" TRU55E5 -1 24: O.C. ATTACHMENT. U.N.O. APPROVED PLANS FOR SHEATHING 3. FOR 4 -PLY, PROVIDE 1/4" I/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 5 1/2" LAG - lU SIMPSON L5TA12 5d COOLER NAILS 7 O.G. 3. WHEN INSTALLING 5IMP50N PRODUCTS REFER SCREWS OR EQUAL _ EACH END OF "L° TO 5IMP5ON'5 INSTRUCTIONS 4 (SPACE AS SHOWN FOR �4 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM SPECIFICATIONS. 3 -PLY) ROOF SHEATHING FRAMING w 4-0.131 x 3 I/2" XAREA (4 BAY OR 8 ft 4. FOR 5 -PLY, PROVIDE 1/4" N411-5 EACH END FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X SYP "2 AND SAME 2x4, 2x6, OR 2x8 nn T . Frame Down Clq. DEPTH 45 RAFTERS (PT AT MASONRY DIA. X 7 LAG 5CREW5 O.C. SEE FLOORS -3 SCALE: NTS CONTACT). OR EQUAL (SPACE AS 1 ° PLAN FOR SIZING OF PRE-ENGINEERED 5HOWN FOR 3 -PLY) - B Fire lace Chase Detail STUDS TRU55E5 'S 24" O.G. FLAT OR CATHEDRAL 5. REFER TO NDS SECTION - - 15.3 FOR ADDITIONAL S-3 SCALE: NTS 2x BLOCKING -1 ALL --- LL (1) 5IMP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: GROSS BRACING 4 [APA RATED SHEATHING. SEE NAILING T� ALL BLOCKING TO BE BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. HP. i P. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING U.N.O. S-3 SCALE: NTS 1'-0" MAA APA RATED PRE-ENGINEERED „ APA RATED SHEATHING SEE NAILING UNBRACE WALL HE IGHT "2 SYP (4) 16d TOENAILS EACH 51DE TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) � 2x4 6 16" Oz. 9'-0" APA RATED SHEATHING. SEE NAILING SCHEDULE 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAILS EA LAPSPL CE NAILING 9 SPLICE ALL OTHER NAILING 4 STUD CORNER NC�L.E TUD CONDITION 2x6 9 16" o.c. ENGINEERING, LLC, OR ANY GONSTRUGTION TABLE FOR ATTACHMENT. ' END 0 24 6 6001/C .131 x 3° 0.131 x 3" 9 8" 0/C ALONNG THE EXTERIOR SIDPSON MST,43(o E N 142 mph MAX. Exp. C Enclosed Exterior Frame Wall Table CONTINUE SHEATHING BELOW -- - vr- I rrD I L,/F- r-Li"k I >_ ,CIV I CICC 55 CONVENTIONAL FRMG 6 ATTACHED AT CORNER. MAY BE 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: --0.131 x 3" COMM. 6 16" ac. TRUSSES s ENTRYWAYS 4 PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY 24 O.C. PRE-ENGINEERED OVERLAP TRU55 BRACING - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" WOOD TRussEs e LEAST ONE TRU55 SPACE 41-011 41-011 NOTE 5 = 1201 COM. m 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE ID 24" O.C. MAX. SECTION 51ZE SHALL 12 it O.G. 4-111 COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL5 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. Ir, 51MP5ON SPH4/6/8 EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLESS NOTED OR SIMPSON OR 8 FEET FROM MASONRY WALL)_ _ OTHERWISE, AT A 5DWC15600 FROM 4'-0" TO 8'-0" -- 2X6 15'-0" TO 18'-0" ---- 2X12 �' 2-2"x4" W/1/2" PLYWD. MINIMUM ALL STUD TO TOP B'-0" TO 12'-0'' ---- 2X8 SPACER NOTE: 2x415 UNSPECIFIED FRAME PLATE Gable Diaphragm Side Wall d MAY BE TURNED TO FRAME F2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) ,, FLATWISE SD NO S-3 (For Illustration Only) SCALE: NTS IkeCONNECTIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. d SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ �16d COM. 8" Oz. 0.131"X3-1/2" END COM. 8" O.C. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS's EACH TRUSS U51NG (14) 10d NAIL5. INSTALL THE 10d COM. NAILS OR TOENAILS. 12" c.c. SEE NAILING 16d COM NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRU55 4 THREADING 4-. 'A 6IMP50N MSTCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. MAY BE SUBSTITUTED FOR 5IMP5ON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-BEARING) AN HTT4 WHERE LOCATION 5/8" DIA A.B.• 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 5IMP50N HT520 W/ ( 20) 10d ALIGNS WITH A FILLED 1'-0" NAILS FOR 2x12 RAFTERS, (16) IOd NAILS FOR 2x10 RAFTERS, (14) 10d NAIL5 FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS M,ax SHAD BE TOE6 AILED TO 0EARW RAFTER. 2xg6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" RE -ENGINEERED PER JOINT BRACING BEE NATE[) SHEATH ILING SCHEDULE o TRU55E5 6 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP5ON L55U210 SLOPING HANGER W/ (10) 1001 General Wood Attachment Details 4 STUD CORNER TABLE FOR ATTACHMENT. I NAILS INTO RIDGE BEAM 4 (l) 10d x 1 1/2" NAIL5 INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d P Truss Bra Overlap Detail UN.O. /2 CEILING GYP BD W/ 5d S-3 SCALE: NTS A COOLER NAILS I" O.C. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 STRAPPING I1FOWATION S-3 SCALE: NTS DIAPHRAGM AREA (4 BAY EQUAL, 8 RAFTERS. USE L5U26 W/ (6) 106 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" Ft FROM MASONRY WALL) OR GREATER 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE `0�1 111 STRAP 500 L5TA12 BEAM W/ (8) 10d NAILS. %� �c INTERIOR �..• "" 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR � SEE FLOOR PLAN FOR SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT VOLUME ll) 51MPSON HETA20 AREA LENGTH 4 WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORD. •r7 BOTTOM CHORD OF BLOCKING UNO.= Y DBL TOP PLATE FASTEN CAP TO CHA5E w/ GABLE DETAIL (TYP) J Valle Set Attachment Detail (1) M5TA30 AT EVERY - • 0.131 x 3 1/2" R.S. NAIL5 12" FLAT OR CATHEDRAL S 3 SCALE: NTS PRE -ENGINEERS PRE -ENGINEERS OTHER STUD (32" O.C. p MAX.) FROM UPPER STUD O.C. ALL-AROUND B" MASONRY WALL W/(U "5 a 1/2 GYP BD WOOD ROOF WOOD ROOF �e J'•.• TRUSSES TRUSSES TO LOWER TOP PLATE, i� . REBAR DONT. N °° - NOTE: GRO55 BRACING 4 WRAP TOP PLATE 45 6' KNOCKOUT COURSE INSTALL 5IMP50N LU524 INTERIOR WALL SHEATHING KNEEWALL -. NEEDED FOR FULL i NAILED PER ALL BLOCKING TO BE 5TUD5 MIN. MIN. EA. SIDE OF THE VOLUME NAILING. IF 5TUD5 ALIGN, �� X11 ALL RAFTERS SHALL BE "2 PLYWOOD TO EXTEND TO '0'/5.2 REPEATED 48" O.C. TYP. 16" OC CEILING JOISTS. JOISTS AREA STRAP SHALL EXTEND DBL 2X4 TO BE PER NOTE "1 SOUTHERN YELLOW PINE 24 BOTTOM OF WALL INSTALL (1) PLATE CONT. O.C. MAX. SECTION 51ZE SHALL M5TAM24 AT EVERY STUD 06" STRAP EACH FROM UPPER STUD TO o 8'-0" (MAX.) TYP. Mason Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRUSS (SEE LOWER STUD. LL W/ 5IMP50N TO THE LENGTH OF SPAN 45 PLAN) LL HT5 IM P1 N S-3 SCALE: NTS AT EACH TRU55 � O.C. 0 ' G2" FOLLOWS: s Extended Bottom Chord Attachment Details 2x4 WD CONST. w TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0'' --- 2X4 $-3 SCALE: NTS 4'-0" TO 8'-0" ---- 2X6 16" Of w STUDS BELOW SADDLE APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ---- 2X8 N SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) STUD X L 1/2"AR NAILS 12'-0" TO 15'-0" 2X10 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR TO EA. STUD ALL AROUND ---" - CUT OUTSIDE EDGE ATTACHMENTS PERIMETER. IF ABUTTING 15'-0" TO 18'-0" ---- 2X12 NOTES: PLUMB TO ALLOW MASONRY USE P.T. 5YP 02 I. ADJACENT NAILS ARE SOLID CONNECTION AC5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO _ DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN CHORD TO x ATTACHED W/(4) 0.131 x MASONRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED L 1'-0" 31/2" NAILS -1 TAPCON5 's 6" O.C. MAX. NOTES : 2. ALL NAIL5 PENETRATE 6 = _ / BLOCKING w 1/4" x EA. SHEATHING. SEE M4x INTERSECTING LEAST 3/4 OF THE m m 5" WOOD 5CREW5 9 4" CORNER NAILING SCHEDULE BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST = , O.G. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION -" TRU55E5 -1 24: O.C. ATTACHMENT. U.N.O. APPROVED PLANS FOR SHEATHING 3. FOR 4 -PLY, PROVIDE 1/4" I/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 5 1/2" LAG - lU SIMPSON L5TA12 5d COOLER NAILS 7 O.G. 3. WHEN INSTALLING 5IMP50N PRODUCTS REFER SCREWS OR EQUAL _ EACH END OF "L° TO 5IMP5ON'5 INSTRUCTIONS 4 (SPACE AS SHOWN FOR �4 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM SPECIFICATIONS. 3 -PLY) ROOF SHEATHING FRAMING w 4-0.131 x 3 I/2" XAREA (4 BAY OR 8 ft 4. FOR 5 -PLY, PROVIDE 1/4" N411-5 EACH END FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X SYP "2 AND SAME 2x4, 2x6, OR 2x8 nn T . Frame Down Clq. DEPTH 45 RAFTERS (PT AT MASONRY DIA. X 7 LAG 5CREW5 O.C. SEE FLOORS -3 SCALE: NTS CONTACT). OR EQUAL (SPACE AS 1 ° PLAN FOR SIZING OF PRE-ENGINEERED 5HOWN FOR 3 -PLY) - B Fire lace Chase Detail STUDS TRU55E5 'S 24" O.G. FLAT OR CATHEDRAL 5. REFER TO NDS SECTION - - 15.3 FOR ADDITIONAL S-3 SCALE: NTS 2x BLOCKING -1 ALL --- LL (1) 5IMP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: GROSS BRACING 4 [APA RATED SHEATHING. SEE NAILING T� ALL BLOCKING TO BE BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. HP. i P. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING U.N.O. S-3 SCALE: NTS 1'-0" MAA APA RATED PRE-ENGINEERED „ APA RATED SHEATHING SEE NAILING UNBRACE WALL HE IGHT "2 SYP 8'-0" 2x4 6 16" o.c. 8'-8" 2x4 6 16" Oz. 9'-0" 2x4 -8 16" c.c. 9'-4" 2x6 a 16" c.c. 10'-0" 2x6 9 16" o.c. NOTES: INFORMATION 1 "TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." _ LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 5IMP50N 5D525600 WOOD BE SUBSTITUTED FOR R.5. NAIL5 0.131 x 3" R.5. NAIL5 -1 II SCREWS STAGGERED 6 6" ANY STUD WORK AT 16" STAGGERED 9 6" O.C. O.G. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (02 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN S" SHEATHING. SEE TRU55E5 6 24 x11 11 NAILING SCHEDULE 110101 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NIORK. O.C. � SCHEDULE TABLE FOR ATTACHMENT. RETURNED UPON COMPLETION OF THE 8 USE (3) ROWS. USE (2) ROWS CONTRACT ONLY. ANY CHANGES TO THESE TABLE FOR WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX I U.N.O. N 142 mph MAX. Exp. C Enclosed Exterior Frame Wall Table T NailingSchedule for Built-UpColumns & BEAMS PARTIES IN THE PROJECT. IF BOUND ATTACHMENT. U.N.O. PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY SEE DETAIL A NOTE: THREE OR Q . $_3 SCALE: NTS S91SCALE: NTS DROPPED REVISIONS ADDED 160 MPH SHEETS DK/PK ON THI5 SHEET (TYP) MORE REPEATED OMPRE55ION WEB SLOPING OR GEN NOTE REVISED DK/PK c o 0 LU GABLE END FOR OUTRIGGER lU 51MPSON 1/2" CEILING GYP BD W/ IDENTICAL TRUSSES 6o VERTICAL SHALL HAVE DIAGONAL BRACES. WHEN TRU55 4 STUD ARE ALIGNED 5IMP5ON TWI5T STRAP TYPE CONNECTOR d en -1 SEE EXPANDED NOTE: CONTINUOUS 204" 204" BLOCKING BOTTOM CORD 1. SEE TRUSS DIAGRAM BRACING 1X4 = (V W'Q W fY 1.-aK<F =Zoiz o2Qz�az f'- 2 4 BLOCKING (AS REQUIRED BY ONTINUOU5 PERMANENT LATERAL (HT5/MT5) MAY BE MANUFACTURER'S 48" O.G.STRAP ATTACHED W/ l2) O.C.COOLER NAILS 7" gCSI) BRACE (CLB) NAILED TO TRUSS 4 5TUD TRUSS ENGINEERING MIN. 48" O.TOE x I I E R.S. O.H EQUAL, BELOW. NO 5PH4 15 WHEN STUD 15 CUT SHEETS FOR TOENAILS EACH DIAPHRAGM AREA l4 HETA 20 48" O.C.END, UNO. BAY OR 8 ft FROM NEEDED 6 THI5 STUD. NOT ALIGNED ADDITIONAL MASONRY WALL) g ° WITH A TRUSS PERMANENT BRACING ATTACHED TO ---PERMANENT DIAGONAL BRACE NOTE: /J ' AND/OR WHEN CLB DIAGONAL BOTTOM CHORD OF I/2" GYP BD FLAT OR CATHEDRAL 1/2 CEILING NAILED TO OPP051TE SIDE OF WEB AT 2x6 WALLS USE 5PH6 /� TRU55 STRAP 15 THAT MT' BE REQUIRED. BRACE A5 GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2 "T" BRACING= MAT BE SHOULD BE REPEATED SPH4 CONNECTOR5 SHOWN. ° °° ° ATTACHED TO REQUIRED BY NOTE: CROSS BRACING 4 APPROXIMATELY 20' INTERVALS. AT 2x8 WALL5 USE 5PH8 USED IN PLACE OF STUD USE (1) SCSI 8" MASONRY WALL ALL BLOCKING TO BE CONNECTORS IN LIEU OF PERMANENT BiRACING121 W/0) 05 REBAR CONT, SIMP50N SPH4 z IN KNOCKOUT COURSE REPEATED 48" O.C. TYP. 1x4 MIN. BRACING W/(3) 0.131 x SPH4 CONNECTORS SHOWN. OR 51`2 PROVIDED IT EXTENDS w 3 1/2" NAILS e INTERSECTING FOR WALL5 LARGER THAN OVER a LEAST eO% OF WEBS 2x8, USE 5IMP50N 5PI'5 ON TYPICAL H10A CONFIGURATION, DO NOT NAIL THE UJEB. _ EACH SIDE OF STUD TO ° THROUGH OTHER 5TRAPPING/CONNECTOR5. BOTTOM PLATE 4 51MP50NREFER TO CONNECTOR NOTES FOR FRAME TO 5P2'5 ON EACH SIDE OF °°° TRU55 CONNECTIONS. - Gable Section - For Gable Less Than CLB Dia onal Brace a 20' Max Intervals Detail STUD11 To TOP PLATES. •� 110101 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NIORK. 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, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK ,���■■■■111 GEN NOTE REVISED DK/PK c o 0 LU �2pZ w,vZ tw7W owLL=H = 3 3'mu+�O �0 w�a W w T U Q E�-pH �!ZZLQ d en -1 1b C Q •..� �, j OU W O J = (V W'Q W fY 1.-aK<F =Zoiz o2Qz�az f'- H M 00 i -'Tapes Z'zc7 N J O°w Z N,w O 0 W cc ; og ;? Fz W W W g R 3 . �30 Zw>wp 0 w w 8 l9 u Z� � Li u=uc7 Z�w LIJ J Z maZ_ Zwl7Zu`�� w Q = W 1- H IC W Q 1 J F W OC ywj 1' ILLIIi iii 3:2m a��< N - a M VN Ln �� W Z 3 M N N d M J 00 �11■Y W N W-�0 3 3. Ln �00 N �_ww V Z LL O Q Y es z ;� ?cr,0 O� W U Q a 'i W vi S a o r • -Cr 00, Z v; O 0 NII 11 �� U) 0 J � DATE 03-OA3-18 SCALE NOTED DRAWN MK/PDK JOB -- OL S-3 1 11 SCALE: NTS U.N.O. S-3 SCALE: NTS TOP 4 BOTTOM CORD 4 -0 High NOTE: SEE TRU55 LAYOUT GABLE END. BRACING m FOR ANY ADDITIONAL o Frame Wall Truss Connection DetailR Gable & Cig Bracing Diagram 4'-0" O.C. MAX. FOR FIR5T STRAPPING REQUIRED S-3 SCALE: NTS $-3 SCALE: NTS (4) ROWS OF TRUSSE5 NOTE: _ _-- GONTR4CTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NIORK. 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, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK c o 0 LU �2pZ w,vZ tw7W owLL=H = W d 3'mu+�O �0 w�a W w T U Q E�-pH �!ZZLQ d en -1 1b C Q •..� �, j OU W O J = (V W'Q W fY 1.-aK<F =Zoiz o2Qz�az f'- H M 00 i -'Tapes Z'zc7 N J O°w Z N,w O 0 W cc ; og ;? Fz W W W g R 3 . �30 Zw>wp 0 w w 8 l9 u Z� � Li u=uc7 Z�w LIJ J Z maZ_ Zwl7Zu`�� w Q = W 1- H IC W Q 1 J F W OC ywj 1' ILLIIi 3:2m a��< N - o o a M VN Ln �� W Z 3 M N N d M J 00 W H p 0000 M W N W-�0 3 3. Ln �00 N �_ww V Z LL O Q Y es z ;� ?cr,0 O� W U Q a 'i W vi S a o r • -Cr 00, Z v; O 0 11 �� U) 0 J DATE 03-OA3-18 SCALE NOTED DRAWN MK/PDK JOB -- Sheet content: Structural Details Sheet number: 53-142 NOTE: T NOTE: IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. MMION THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE "AT 2x6 WALLS USE 5PH6 UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX CONNECTORS IN LIEU OF EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.G. HARMLESS 5PH4 CONNECTORS SHOWN. SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. AT 2x8 WALLS USE SPHS ` BY NEW CODE UPDATES DK/PK REVISIONS CONNECTORS IN LIEU OF - ADDED 142 MPH SHEETS DK/PK REVISIONS 5PH4 CONNECTORS SHOWN. ADDED 160 MPH SHEETS DK/PK REVISIONS _ NOTES: FOR WALLS LARGER THAN REVISED DK/PK 2x8, USE SIMPSON ON oW = , FZ0Z I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM T EACH SIDE STUD T STUD O W Is a w w O W ~LLxgoa'n O _� W �= STRAP TO TOP 4 BOT. CORD OF TRUSS. BOTTOM PLATE 4 51MPSON "Z == W W Lu N >,�Ma =Z-zz z2Z<OFW CC o2ziaz } N m 00 5IMP50N L5TA30 w/ 22 -106 NAILS a 24" O.G. 51=2'6 ON EACH SIDE OF uj =zGM �o°w Z �� MAX OR EACH STUD. STUD TO TOP PLATES. OD LL. zw>WO vW3� aza4v, 2. PROVIDE 2X BLOCKING e SEAMS 4 RUN U.N.O. wc9Z`uij J =WSW Q Z a ENGINEERED TRUSSES � �i+ c Lu w W SHEATHING CONTINUOUS TO TOP OF MASONRY.ROOF d� w� N s O X24" O.G. MAX. O (SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGINEERED TE V' L1nn LJ DBL. 2 x 4 FLOOR.) INSULATION PER ENERGY GALLS. ROOF TRUSSES am 12 00 �N TOP PLATE 3. ALL WALL5 TO BE CONSIDERED SHEAR e24" O.G. MAX. 5PH4 00 N SEE z LL ^ SIMPSON 5PH4 RESISTING COMPONENTS 12 EACH STUD TO TOP PLATE 0� ELE LU a �00 aLL 6 EACH STUD SEE SEE ELEVATION LuZZ Ln a. TO TOP PLATE ELE WALL CONNECTION W/O WINDOW PAGES FOR ROOF COVERING WALL CONNECTION W/O WINDOW 4 SHEATHING INSULATIONDETAIL i i cr i BAFFLE SEE ELEVATION PAGES F INSULATION ROOF COVERING 4 BAFFLE SHEATHING DETAIL SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL INSULATION PER COMMUNITY PAGES FOR SOFFIT 8 SPECS OR ENERGY CALLS FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY GALLS (2)-2x WD. HEADER (UN.O.) Wl NOTED 1/2" GYPSUM CEILING BOARD MK/PDK JOB 1/2" FLITCH PLATE SEE FLOOR WD. HEADER (U.N.OJ SEE 1/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE HURRICANE E ANCHOR6 EACH FOR FLOOR PLAN FOR EXACT _. STRAPPING INFORMATION SCHEDULE HURRICANE ANCHOR e EACH TRUSS SEE TRUSS LAYOUT FOR DBL. 2 x 8 SYP TOP PLATE W/ - ELEVATIONS STRAPPING INFORMATION SIMPSON SPH& -1 16" O.C. EACH WINDOW SEE FLOOR g� STUD (12) 10d NAILS EACH. PLAN FOR SIZES DBL. 2 x 4 SYP TOP PLATE W/ SIMPSON 5PH4 6 16" O.C. EACH STUD (12) 106 NAILS EACH. ELEVATION GYP. BOARD RETURN GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER WINDOWSILL CAULK WINDOW WINDOW SILL CAULK 9 WINDOW COMMUNITY SPECS OR ENERGY CALLS 2 x 4 SILL 2 x 8 SILL 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE ENERGY CALLS 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR "N" ON SHEET 5-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "0" O ON SHEET 5-2 • ON SHEET 5-2 4.•� PRE ENGINEERED WOOD z �8 _ FLOOR TRUSSES m 24" O.C. INSTALL 1/2" DIA, x 8" "J" 2 x 4 SOLE PLATE _ r B�L 0" OCA SHEMARS GENTERUJI 5" B D % 0 51MP50N C516 OR SIMPSON �r-- ON WALL. % J�• M5TA36 a 32 O.C. OR EVERY ..•.. OTHER STUD, TYP., BLOCK AS USE DOUBLE KO BLOCK COURSES WITH51MP5ON SPNS foil NEEDED 2-#5 BARS CONT. IN EACH. 2x4 02 SYP RIM w/ (5) 0.131 x (NOTE: FOR LOCATIONS WHERE THE 31/2" NAILS EA. TRUSS J015T HORIZONTAL OPEN DISTANCE (UNBRACED (INSET) LENGTH OF MASONRY WALL TOP) 15 LESS_ - 2x8 P7 SOLE PLATE THAN OR EQUAL TO (o' -(o" AND DOUBLE 2x4 FLATWISE VERT. BLOCKIN 6IMP50N HETA20 32" O.C. IF COURSE SHOWN IS NOT NOTED AT THE AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOI5T5. e24" O.G. FLOOR PLAN, IT 15 ACCEPTABLE TO USE NAILING IN STRAPS.MAX ° IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05 IX P.T. FURRING HORIZ, 2x4 '"1 SYP RIM w/ (5J 0.131 x • a TRUSSES BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THI5 DETAIL.) - Q , • • 3 1/2" NAILS EA. TRUSS JOIST (INSET) 1/2" CEILING GYP. BOARD SEE ON N -I SPECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLNOTE ICATION OGE N SHALL CONTROL. SHEATHING TO BE FLUSH W/ BLOCK IX P.T, FURRING HORIZ. 8" GONG. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. SEE TRUSS LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER Q OPENINGS I x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE &" CONC. K.O. BLOCK BOND 0 BEAM POUR SOLID W/ I - 05 REBAR CONT. HORIZ. MIN. I x P.T. BUCK STRIP I x P.T, BUCK STRIP LAP = 25" WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW SILL - CAULK ,s WINDOW WINDOW SILL - CAULK e WINDOW WIND RESISTANT PRE -CAST CONC. SILL 1/2" GYPSUM BOARD WIND RESISTANT PRE -CAST GONG. SILL 1/2" GYPSUM BOARD 4" HIGH CONC. BLK, 4" HIGH CONC. BLK. ° 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. 8" CMU PER ASTM -C 90, 1900 4"GONG SLAB. PSI MIN. W/ TYPE M OR S SEE FOUND. PLAN PSI MIN, W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER ASTM -C 210. ° MORTAR PER ASTM -C 210. 5/8" GEMENTITIOU5 5/8" CEMENTITIOUS� FINISH PER FBCR FIN15H PER FBCR < 4 < . ° 103.7.2 4: 103.1.2 a " FOOTING SEE ° �� FOOTING SEE FOUNDATION PLAN FOUNDATION PLAN FOR SIZES 4 MORE FOR 51ZE5 4 MORE INFO. INFO, Typical Two Story Wall Section Typical Two Story Wall Section A S� SCALE: NTS S-4 W/O Floor System SCALE: NTS NOTE: T CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, 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, L.L.G. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY 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 oW = , FZ0Z Zoo Oawp W Uj V)(Dw W Is a w w O W ~LLxgoa'n O _� W �= p W 2 0 J "Z == W W Lu N >,�Ma =Z-zz z2Z<OFW CC o2ziaz } N m 00 uj =zGM �o°w Z �� =�¢=zw p O C) wwo�o, -; OG 3 oho LL. zw>WO vW3� aza4v, LL O rull uj wc9Z`uij J =WSW Q Z a Lu � �i+ c Lu w W _ m d� w� N s O C3a O um � � m V' L1nn LJ Z BM N N am M 00 �N UJ t- p 0000 Lu 'n O Lu N 3 00 N Ln �# z LL ^ Y LLJ z cri0 0� LU a �00 aLL LuZZ Ln a. 0 n a CD i i cr •z. •O- DATE 03 -06 -le_ ----- SCALE NOTED DRAWN MK/PDK JOB 5heet content: Structural Details Sheet number: 54 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. NOTE: _ VORTEX ENGINEERING, LLC., AND SHALL BE DECKING PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT "AT 2x6 WALLS USE 5PH6 ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. CONNECTORS IN LIEU OF BY 2"X4" PANEL BLOCKING 6 48" O/C DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS 5PH4 CONNECTORS SHOWN. ADDED 160 MPH SHEETS FOR THE FIRST 8'-0" OF END WALL ND FLOOR FRAMING GEN NOTE REVISED DK/PK REVISIONS AT 2x8 WALLS USE SPHS DK/PK FROM EA. END. (TYP) TOP $ BOTTOM w 0 Z0Z 0 ae^ 0Qw~p W 20Z WF-inQZw rY CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 51MP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE STUD WITH 12-10d x 1 1/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2° COMMON TOE NAILS 51MP50N G516 OR M5TA36 STRAP r^'I s?pWox �LLma ru�Q�0W = N H M L� =zZ 2 o�aC�aZ r >iW Qo N FOR WALLS LARGER THAN NAIL5. =F-g=_z O O N 6 32" O.C., EVERY OTHER y�(e�ww _w y, W W W W p U_ Q LU M8 H, 'z Q LUw3s (Dz ,,, LL o =vc7 z—wince+ mQzz wl1Zw> Q w Q w W Cid 2x8, USE 51MP50N 5P1'5 ON W Q d H W d' NK W EACH STUD o o a M EACH SIDE OF STUD TO C9 ) LLi Z N fh N 00 W0 0 M W W N LA Z W O tt 00 BOTTOM PLATE 4 51MP50N FOLLOW TABLE BELOW ci Zu-0Q Y w Z m O O CC LU a " QLL 5P2'S ON EACH SIDE OF FOR APPROPRIATE STUD TO TOP PLATES. U.N.O." SPACING 4 SIZE OF d O(An CD a -FLOOR JOIST -SEE FRAMING PLAN O tD WALL STUDS. STUDS Z_ .. 0 Co U, SHALL BE INSTALLED 6 0 WEEP SCREED INSTAILED PER MAX. 16" O.C., SEE ooMANUF, DATE 03-27-13 'N'/5-3 DRAWN MKIFOK JOB 51MP50N HETA20 6 32" O.C. MAX. 2x4 5.Y.P. *2 RIBBON 2"X4" CRO55 BRACE W/4 -10d 6 EA. FLOOR 6 48" 0/C FOR THE TRU55. IST 2'-0" OF END WALL C516 OR M5TA 36 W/ (4) 0.131X3 1/2" 6 EA. END 32 "O.C. (36" LONG) lc� N INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 SYP *2 WOOD 3-0.131 x 3 I/2" EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-166 TOENAILS. HETA20 32" O.C. ON THE 6 48" O/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED SIMP50N C516 OR MSTA36 OR EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/S-3 FOR STUD INFORMATION BLOCKING. JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR _------FLOOR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN -"H" B ALT. Frame/Masonr Connection #1 FRAMING NOTES. IF TRU55E5 ARE PARALLEL, PROVIDE S-5 SCALE: NTS NOTE: BLOCKING AT 24" O.C. AND ATTACH WITH (3) SHEATHING AS DD 2X4 BLOCKING 'S 0.131"x3-1/2" TOENAILS DELINEATED--- AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: 2"X4" CRO55 BRACE M TAC51io OR HETA20 U)4NICH IS NOT SET. PROVIDE A MINIMUM (MIN. STUD GRADE 5YP) AT 2x6 WALLS USE 5PH6 48" O/C FOR THE ALIGNED UJ/ TRU55 VERT. 2 PLY END STUD AT EACH END OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" 6 EA. END WEB U51NG 2-0.131" X 3 1/2" SEGMENT AT 2x8 WALLS USE SPHS INTO 2"X4" BLOCKING TOENAILS 1w EA. END. INSTALL SIMPSON 6616 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. GROSS STRAPS WITH (1) 00, 0.131"x3 -I/2" NAIL AT EAG FOR WALLS LARGER THAN FULL DEPTH BLOCKING PASSING STUD AND 2x8, USE 5IMP50N 5P1'5 ON SHEATHING EDGES 2x STUDS BLOCK, AND WITH 4 NAIL MINIMUM AT EACH END T EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON w/ (3) 0.131'x3 -I/2" 16" O.G. TOENAILS EA. END TOP AND BOTTOM PLATES/END STUDS. 5P2'S ON EACH 51DE OF CONSTRUCT WALL � STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O." FLOOR 0 'o" AS LOAD BEARING DIAGONAL AND AT 45 __-_.�. SIMPSON 5PH4 TO--�� 2"x4" PANEL BLOCKING 6 48" O.G. FO JOIST c WITH UPLIFT REF. DEGREES OR LE55 IN D RELATION TO EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. ITYP) 1U HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD SIMP50N HTT4 OR 1/2" DIA NUT ATTACHED W/ (2) 16d TOE NAILS. EQUAL AT EACH END OF SEGMENT J W/ MIN. 1-1/4" DIA x 1/8" WHEN CROSS BRACE ANGLE LUWASHER GREATER THAN 45° EXTEND PANEL 1/2° DIA ALL--- FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL, IF DOUBLE END APPROPRIATE STUD 16 OVER A 1/21, D104 /2" DIA SPACING 4 SIZE OF.00 VOID SPACE, INSTALL SOLID 2X ANCHOR BOLT COUPLING WALL STUDS. STUDS SHALL BE INSTALLED JOINT BLOCKING BELOW. TYP. 16" O A.B. EXTENSION DETAIL MAX.O.C.o N COUPLER NUT `1111 INSTALL 5/8 THREADED ROD IN SIMPSON SET DIA. 1/2 J -BOLTS OR WITH 51MP50N 2x4 GROSS BRACE �' 48 O.C. FOR�..•••" EPDXY OR EQUAL WITH 6" MIN SET EPDXY, 5" THE let 2'-0" OF END WALL W/ (2) IOdx3" �� EMBEDMENT, AT CROSS STRAPPED SEGMENT, IF SHEATHING IS EMBEDMENT 6 24" 2X4 RIBBON w/ 3-16d 6 EA. END INTO 2x4 BLOCKING. (ANGLE NOT TO EXCEED 45°) SEE ,,, WHEN = �:0 I--� GYPSUM WALLBOARD, ATTACH WITH 6D COOLER EA. TRUSS. "'} WHEN ANGLE IS GREATER THAN 45°, = Y tz DISTANCE 15 .- •ua CMU WALL SEE NAILS AT I" O.C. OR *6 X 2X BOTTOM PLATE WITH l4) 1-1/4" SCREWS 6" O.C. CROSS BRACE 6 48" O.C. FOR THE let LESS THAN 2'-0" FLOOR TRU55E5 FLOOR PLAN FOR TYP. MORE INFO. NAILS AT EACH PASSING ALONG EDGES AND 12" O.G. TRUSS OR NAILS ALONG THE 4'-0" OF END WALL. 6 THE FIRST BAY �� �`• �� .•��• IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRU55/RIM JOIST GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE SCHEDULE AT O/52. /Ill 0.131"x3-1/2" MIN. TYPICAL. NOTE: SEE 'N'/5-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER TO TYPICAL 2-STOR W/ 12-8CIX 1 1/2" NAILS EA. STUD TO WALL SECTION FOR INFORMATION NOT SHOWN TOP CHORD - Cross Strapping Detail ALT. Frame/Mason Connection #2 I r r Foo Truss Parallel To Brg. Wall q E 2x4 BEARING $-5 SCALE: NTS $'S SCALE: NTS $-5 SCALE: NTS WALL W/ STUDS 6 16" O.C. 1/16 APA RATED WOOD SHEATHING 51MP50N 5PH4 EA. STUD NOTE: NOTE: "AT 2x6 WALLS USE SPHS "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSSES 5PH4 CONNECTORS SHOWN. TRU55E5 624" O.C. 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.G. FLOOR J015T AT 2x8 WALLS USE SPHS AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE SIMPSON BPI'S ON INSULATION PER ENERGY GALLS 2x8, USE SIMPSON SPl'S ON INSULATION PER ENERGY CALG5 ARCH. PLILING BANSRD PER EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRU55 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING NOTE: CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HT516 W/ 1 TO EA. TRU55 TO 2x4 BLOCKING w/ 3-0.131 x 3 I/2" R.S."AT 2x6 WALLS USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 2x4 SOLE PLATE 5PH4 6 EA. STUD 2x4 SOLE PLATE 5PH4 6 EA. STUD HANGER PER TRUSS MANUFACTURER PRE-ENGINEERED GIRDER AT 2x8 WALLS USE SPHS PROVIDE (2) 16d COM 6 EACH TRUSS I/2" GYPSUM PROVIDE (2) 16d COM 6 EACH TRUSS 1/2" GYPSUM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN./0001 H Floor Truss To Girder Connection FOR WALLS LARGER THAN 51MPSON CS16 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR. ADHESIVE SIMPSON G516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" T$G GLUED W/ CONSTR. ADHESIVE S-5 SCALE: NTS 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD TO 1105* MAX 6 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "O" ON SHEET 5-2 1705* MAX 6 24" O.G. MAX OR 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET S-2 BOTTOM PLATE 4 51MP50N EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP 5P2'5 ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (I5T FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES. FLOOR TRU55E5 6 24" O.C. FLOOR TRUSSES 6 24" O.G. EXTEND SHEATHING TO U.N.O." 2x4 *2 5YP RIM w/ (3) - 2x4 *2 SYP RIM w/ (3) -�_ 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRUSS JOIST (INSET) 16d NAILS EA. TRU55 JOIST (INSET) WALL GIRDER 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD BEARING WALL W/ STUDS 6 16° O.G. ST PROVIDE (3) 0.131 X 5IMP50N MT516 6 3-1/2" TOE NAILS AT EACH FLOOR TRU55-- PRE-ENGINEERE x/16 APA RATED RE ENGINEERED FLOOR TRUSS TO WALL BELOW I/2" GYPSUM CEILING BOARD W/ KNOCK - 24" O.G. MAX. GYPSUM CEILING BOARD W/ KNOCK - FLOOR TRUSS ��WOOD 5HEATHING FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N-1 PAGE l/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-0.131 x 31/2" TOENAILS 6 DBL. 2X TOP PLATE w/ SIMPSON 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMP50N 5PH4 EA. END 6 16" O.C. w/ (12) 10d NAILS EACH 6 16" O.G. w/ (12) 10d NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 I/2" NAILS 1/2" ANCHOR BOLT 6 24"X—BY I/2" ANCHOR BOLT 6 24" O.G. W/ NUT 4 2" SQUARE O.G. W/ NUT 4 2" SQUARE 51MP50N C516 51MPS0N 0516 EA. STUD PT 2X BOT. PLATE w/ BY I/8" WASHERS PT 2X BOT. PLATE w/ I/8" WASHERS W/ MIN (22) 10d TO BASE OF 2X4 51MP5ON 5PH4 6 EA. 51MP50N 5PH4 6 EA. COMMONS (I1 RIBBON BELOW 51MR50N HT516 s STUD w/ (10) 10d NAILS STUD w/ (10) 10d NAILS MIN. EACH END) EA. TRU55 EACH 4"GONG. SLAB. SEE EACH 4"GONG. SLAB. SEE °7 FOUND. PLAN FOUND. PLAN BEAM / GIRDER SIMP50 HETA20 REFER TO TYPICAL 2-6TORY WALL SECTION FOR INFORMATION NOT TYP. LOAD BEARING WALL— WNPLIFt " ° <° 2x BOT. PLATE PRE-ENGINEERED CMU WALL SHOWN ^ <° FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION W/ 1 x 3 I/2 FLOOR TRU55 PLAN FOR SIZES 4 MORE INFO. • PLAN FOR SIZES 4 MORE INFO. a s NAILS ILS6 6 O/C Cantilevered Floor Truss Over Wall a n �} $-5 SCALE: NTS T ical Two Stor Interior Bearin Wall Section T ical Two Stor Interior Bearin Shear Wall Section Second Floor Frame Connection Girder q o F S 5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK w 0 Z0Z 0 ae^ 0Qw~p W 20Z WF-inQZw rY W www It=X0 zm w o p 0 O F= d -_Vo- OL �iiO w w f -LL y`` 1z'>zV �00 r^'I s?pWox �LLma ru�Q�0W = N H M L� =zZ 2 o�aC�aZ r >iW Qo N �00 8 vvZ��`v�ugpsl7 z D =F-g=_z O O N I= y�(e�ww _w y, W W W W p U_ Q LU M8 H, 'z Q LUw3s (Dz ,,, LL o =vc7 z—wince+ mQzz wl1Zw> Q w Q w W Cid Z Q W Q d H W d' NK W - o o a M m C9 ) LLi Z N fh N 00 W0 0 M W W N LA Z W O tt 00 d *k ci Zu-0Q Y w Z m O O CC LU a " QLL WZg d O(An CD a O tD Nib �-.0 Z_ .. 0 Co U, 0 DATE 03-27-13 SCALE NOTED DRAWN MKIFOK JOB sheet content: Structural Details Sheet number: 5� f� DRYWALL OVER FUF BLOCK W Il/16x11/Ib COVE MC ("100) 1x6 TRIM (WINDOW PER PLA (WINDOW PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES Ix6 TRIM --"-- BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLA LINE OF l BELOW LINE OF BELOW COMPOS," SILL EAD SILL FLAN )RYWALL FINISH JVER FURRING ON BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: I'''' -m' LINE OF WALL BELOW LINE OF CASING BELOW COMPOSITE WINDOW SILL ELEVATION PER PLAN) TE WINDOW DETAIL 2 1/4' DOOR CASING ("36(o ) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE; 1'- I''m' QUARTER ROUND CALI. TOP SCALE: 1/2' - I'-0' QUARTER 3 1/4' BASE BD. ROUND ("366 ) HIGH BAR TOP VANITY LOW WALL SCALE: 112' _ I'-0' SCALE: 1/2' - 1'-0' 8' W. CORIA NCAP TEMP. GL. ENCLOSURE SHIM ASTEMP. 11-41 GL. ENCLOSURE WHITE PINE I/2' DRYWALL 8' W. GORTON I/2' DRYWALL— REQ'D. CAP TILE FINISH 2x STUDS (PER TILE FINISH OVER WATER SHIM AS 11-41 II RESISTANT RESISTANT 8' W. GORTON WALL BD. REOD. 1/2' DRYWALL BATH �I SHOWER SHOWER CAP (WINDOW 3 1/4' BASE BD. iI INVERTED 2 1/4' PER PLAN) INVERTED 2 1/4' 1� PLAN DOOR CASING ("366) �, SHOWER LOW WALL COMPOSITE WINDOW - DOOR CA61NG (0366) SCALE: 10' - 1'-0' 1x STUDS (PER 2x STUDS (PER SILL gTp, 2x STUDS (PER STD. PLAN) ;a STD. PLAN) SQUARED DETAIL - BASE PLAN) BASE 2' VANTY EDGES CABINET Ill' DRYWALL CABINET 1/2' DRYWALL M CABINET INVERTED 2 1/4' --� DOOR CA51NG (036(o) 3 1/4' BASE BD. 31/4'545E BD. DRYWALL FINISH — ("366) ("366) OVER FURRING ON BLOCK WALL QUARTER ROUND CALI. TOP SCALE: 1/2' - I'-0' QUARTER 3 1/4' BASE BD. ROUND ("366 ) HIGH BAR TOP VANITY LOW WALL SCALE: 112' _ I'-0' SCALE: 1/2' - 1'-0' 8' W. CORIA NCAP TEMP. GL. ENCLOSURE 2 1/4' DOOR CASING ("366) Ix8 HELD OVER 1/2' WHITE PINE I/2' DRYWALL 8' W. GORTON I/2' DRYWALL— BELOW CAP CAP TILE FINISH 2x STUDS (PER TILE FINISH OVER WATER OVER WATER PLAN) II RESISTANT RESISTANT II WALL BD. WALL BD. 1/2' DRYWALL BATH �I SHOWER SHOWER iI SHOWER 3 1/4' BASE BD. iI SIDE SECTION PLAN SHOWER LOW WALL SCALE: 10' - 1'-0' TILE TO WRAP IN WINDOW 1V �RIFY TOP IAN SILL )JECT 1/2' OUT :ECEIVE TILE) SHOWER WINDOW SCALE: 1/4'-- 1'-0' (WINDOW PER PLA LINE OF L BELOW LINE OF ( BELOW COMPOST,. -.,,-- SILL SILL ELEVATION 'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I' - 1'0 rE WINDOW DETAIL 2 1/4' DOOR CA51NG FLOORING / 5A5E 50AR0 NOTE: W�­IEN TILE FLOOR 15 SELECTED ONLY 5A5E 50ARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED 5A5E BOARD AND 5NOE MOULD ARE INSTALLED. (BI-PA55 DRS. PER PLAN) Ix JAMB (BI-PASE DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (13bb) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) 5 1/4' CROWN - ("45) 5 1/4" CROWN SCALE: I' • i'•m' 1/211 �k 2 1/4' DOOR CASING ("366) Ix8 HELD OVER 1/2' WHITE PINE PLAN x I/2' DRYWALL— TYP. BI -PASS DRS. 2xbWALL CASING DETAIL HOR HIGH PERR IG PLAN SCALE: 1'- 1'-0' MAIN HOUSE DRYWALL -7 GARAGE BASE BD. TO OVER f LAP SLAB SCEP AND C DRYWALL TRANSITION "366 BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I': I'-0' NOTE: DRAUJING& ON 1111x17 SHEET UJILL 5E ONE I -ALF THE &CALE NOTED ROUNDOVER W/ ROUTER 31/4' BASE BD. 1"366) 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLANSCALE ' P- 1'-0' IXIo WHITE PINE IR' DRYWALL - 24 WALL -- 3b' OR 42' HIGH PER PLAN ROUNDOVER W/ ROUTER 31/4' BASE BD. ("366) 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCA -E' I' •''-m' •JOIE NUNIM? 22066• CAD RU 7RW YUKU2" ISSUED 06-16-16 RENSED 07-07-16 10-05-16 11-02-16 Lj DAVIS BEWS DESIGN GROVP 150 STATE STREET EAsr OLDSMA& FLORIDA 34677 813.925.1300 TFL 813 92.5. 1800 FAX W W WDAW%EWS C.OM TAMPA • DENVER x c 0 M W NW N Nti EMr V ` 00 _ ¢Q� IE 0 li U0T Q 1. cr T .00 •JOIE NUNIM? 22066• CAD RU 7RW YUKU2" ISSUED 06-16-16 RENSED 07-07-16 10-05-16 11-02-16 Lj .TRIM • T7TLE • TYPICAL TRIM DETAILS SHEET TRIM DETAILS TD DAVIS BEWS DESIGN GROVP 150 STATE STREET EAsr OLDSMA& FLORIDA 34677 813.925.1300 TFL 813 92.5. 1800 FAX W W WDAW%EWS C.OM TAMPA • DENVER -_ ESr. 1994- .TRIM • T7TLE • TYPICAL TRIM DETAILS SHEET TRIM DETAILS TD LJ -1021 STANDARD - 42" H. R05ETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) Ix6 PAINTED BASE PLATEw"lq 3 1/4" BASE BD. AS APRON LJ -1011 LEVEL LJ -4042 QUARTER TURN NEWEL 5 P05T NEWEL EL POST LJ -1021 - ROSETTE LJ -6010 RAILING LJ -5015 WOOD - BALUSTERS (3 PER TREAD) Ixl2 SKIRT -- BOARD LJ -8095 OAK - LINEAL COVE MOULDING BASE PER TM LEVEL 3 1/4" OR 5 1/4" 1x12 SKIRT BOARD BASE CAP MOULD 6 LJ- 040 NEWEL POST LJ -1011 LEVEL QUARTER TURN LJ -4040 NEWEL ® POST OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS t� lx6 PAINTED BASE PLATE 3 BASE A AS APRON STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ -8010 5ERIE5 TREAD SHOWN) 1x8 PAINTED RISER LJ-6010MR1 OAK TREAD ALJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC SWITCH BACK STAIR D ETAI L GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. * INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" 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 FLOORING LJ -8090-5 OAK 5 1/4" LANDING LJ -4042 TREAD l NEWEL POST L- LJ-8010MRI OAK TREADS -, LJ-5010MRI OAK TREADS N.T.5. SEE GENERAL STAIR NOTES RAILING z- LJ-8010MR2 OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLA N N.T.S. STANDARD - 42" H. KNEEWALL (OPT. LJ -(o010 RAILING SHOWN) OPT. LIH-MG2KNUG44 WROUGHT IRON BALUSTERS I LJ -4040 NEWEL P05T SECTIONi ��lx12 SKIRT CUT THRUU`'�jk� iia?v BOARD WALL,\ %-., i �'��� CUT THRU-\'I�� WALL \\ '= LJ -6010 OAK TREADS SUB TREAD RAILING LJ -1041/8 BASE 5 -TURN LJ -5015 WOOD CAP BALUSTERS 00 MOULD LJ -5015 WOOD - BALUSTERS MOULDING (3 PER TREAD) - LJ -8095 OAK 3 1/4" OR 5 1/4" LINEAL COVE Ix12 SKIRT MOULDING - BASE BRACKET PER TM LEVEL r 3 1/4" OR 5 1/4" Ixl2 SKIRT BOARD GENERIC STRAIGHT STAIR DETAIL LJ -4040 NEWEL POST Ix6 PAINTED BASE PLATE 31/4" BASE A$ APRON STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) -1x8 PAINTED RISER LJ-8010MR1 OAK TREAD LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER RUN STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN05E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST 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. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT A$ WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MRI TREAD LJ-8010MR2 TREAD 1; 8'IA FULL HT. WALL CARPET 5TART5 AT THIS R15ER RAILING LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN RTS. Ixl2 SKIRT BOARD LJ -6010 RAILING BASE GAP (MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) Ix8 PAINTED R15ER LJ -1040 / 1045 TURNOUT LJ -4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL N.T.S. N.T.5. 2x STUD WALL w/ DRYWALL FIN. I' A BALUSTERS BASE CAP (3 PER TREAD) SECTION i �'��� CUT THRU-\'I�� WALL ..�, BOARD OAK TREADS SUB TREAD LJ -8095 OAK LJ -1041/8 LINEAL COVE 5 -TURN MOULDING LJ -5015 WOOD Ixl2 SKIRT BD. BALUSTERS 00 (3 PER TREAD) LJ -8095 OAK LINEAL COVE MOULDING BASE ---�' PER TM LEVEL 3 1/4" OR 5 1/4" Ix12 SKIRT BOARD LJ -3009 - BRACKET Ixl2 SKIRT BOARD LJ -6010 RAILING BASE GAP (MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) Ix8 PAINTED R15ER LJ -1040 / 1045 TURNOUT LJ -4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL N.T.S. N.T.5. 2x STUD WALL w/ DRYWALL FIN. 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOf tOEWE LJ -404 42" H. LJ -1021 NEWEL RAILING R05ETTE P05T LJ -6010 36" H. RAILING RAILING I NEWEL WOOD TREAD POST Ix12 SKIRT BD. BASE LJ -5015 WOOD BALUSTERS BASE CAP (3 PER TREAD) MOULD x IxI2 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD LJ -8095 OAK • —1 1 LL �Q. P 00 M �Q� iom LINEAL COVE MOULDING Ixl2 SKIRT BD. k \ BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOf tOEWE LJ -404 42" H. LJ -1021 NEWEL RAILING R05ETTE P05T LJ -6010 36" H. RAILING RAILING I NEWEL WOOD TREAD POST Ix12 SKIRT BD. BASE LJ -8095 OAK CAP LINEAL COVE 150 STATE S PLEEr EAST 01.DWMt, F1-ORMA W77 813.925.1300 TF1. 813.925.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVF_R x MOULD MOULDING Nco �Q N ^ �^ M PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" • —1 1 LL �Q. P 00 M �Q� iom NP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.5. 3/4" MIN. HOLE DEPTH— FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ -4042 NEWEL P05T LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL i- ;Gn LJ -4010 W C v LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES 11iB. LJ -5015 LIH-HOLIBASK44 LIH-HOL25ASK44 LIH-HOLIKNUC44 LIH-HOL2KNUG44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILIN� LJ -4042 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIN-1401_215A5K44 (DOUBLE BASKET) LIH-HOL18A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. 5PACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DRAWINGS ON 11 "xI I' &HEET WILL 5E ONE �ALF THE &CALE NOTED I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL KT. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUStERS (3 PER TREAD - 1 -SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NT.5 STAIR DETAILS STAIR • 77U • TYPICAL STAIR DETAILS SYEET .SD. C - L DAVIS BEWS DESIGN GROVP 150 STATE S PLEEr EAST 01.DWMt, F1-ORMA W77 813.925.1300 TF1. 813.925.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVF_R x MO W Nco �Q N ^ �^ M Lo IL La 00 *p • —1 1 LL �Q. P 00 M �Q� iom STAIR • 77U • TYPICAL STAIR DETAILS SYEET .SD. C - L DAVIS BEWS DESIGN GROVP 150 STATE S PLEEr EAST 01.DWMt, F1-ORMA W77 813.925.1300 TF1. 813.925.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVF_R --• EST. 1994 STAIR • 77U • TYPICAL STAIR DETAILS SYEET .SD.