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HomeMy WebLinkAbout488 Red Rose Ln 17-3585 (a)011 fit ELEVATION rr w MAIN FLOOR LIVING S.F. :Uje 66 Z V' ice` »•%» w , • C00 1>V »®�• b GENERAL CON5TRUCTION NOTE5; CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. PORCH S.F. OCCUPANCY AND CONSTRUCTION TYPE: LANAI S.F. THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. TOTAL UNDER ROOF S.F. ' EXTERIOR WALL ENVELOPE: i rT vcc) TWnDK1QDrrv1: AO BUILDER 15 RE5PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED T0, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CrILING CON5TRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM 50ARD APPLIED t0 THE GARAGE BIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A50YE BY NOT LE55 THAN 5/6 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 50ARD OR EQUIVALENT IN ACCORDANCE WITH ANASTASIA GARAGE LEFT F.B.C.R - 5TH EDITION (2014) R10235, EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C.R - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE65 OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER F.5-C.R. - 5TH EDITION (2014) R10310 AND ASTM C 926. INCLUDED ELEVATION TRADITIONAL PER F,B.C.R 5TH EDITION (2014) R103.62.1 WEEP 5CREED6 SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORRO6ION-RE51STANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50VE 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 F.B.C.R 5TH EDITION (2014) R1031b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL F 5tH ICI N (2014) 1 5 0 IN INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT To 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER B.c.R ED 0 R 03b R ACCORDANCE WITH ASTM C 926. I AY LUK MUKKI )U N 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SR AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 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: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U8-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 30" UPPER KITCHEN CA5INET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY ARMEWE1� FOR CODE COMPLIANCE PLANS EXAMINER DATE $ANF R[ RUI.,�ING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION F ERRORS IN PLANS, CONSTRUCTION 08 VIOLATIONS TIOF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection w1LDI/Vo SAND ORD � �C1 4tj7 x'85 09-01-11 CREATED LOT 5PECIFIC PLAN FOR LOT 159 IN THORNBROOKE 40's, INCLUDED ELEVATION "TRADITIONAL", GARAGE LEFT W/ PLAN OPTION5 INCLUDING: (3) FLOOD LIGHT PREWIRE5, (12) WALL 5CONCE PREWIRE5, (2) 110V DUPLEX RECEPTACLE5, (4) RECE55 CAN LIGHT5 IN GATHERING ROOM, KEYLE55 PAD FOR GARAGE DOOR OPENER, 5TAIR RAILING AT FIRST FLOOR, SECOND 5UITE, TRAY CEILING AT OWNER'5 5UITE, VENT HOOD/MIRCROWAVE TO THE OUT5IDE, PRE -PLUMB WATER 5OFTENER LOOP, MEDICINE CABINET5 WITH BEVELED EDGE AT ALL BATW5 AND 5HAMP00 NICHE AT OWNER'5 EACH AND OWNER'S BATH 2. SQUARE FOOTAGE CALCULATIONS ELEVATION IE MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1263 TOTAL LIVING S.F. 2730 1 Vl V V GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3395 GENERAL NOTES, INDEX, SPECIFICATIONS MWINDOWWS SHALLFLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE RER FOR EACH WINDOW. AND TOTAL WIDTH 301-0" TOTAL LENGTH 75'-0" MAIN FLOOR PLAN NOTES DWELLING /GARAGE GARAGEOPENIAND„ THE OPENING BETWEEN THE GARAGE. AND LIVING AREA SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS PLAN REVISIONS • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DAVIS BEWS DESIGN GROVP FLASHING: 150 STATE STREET EAST OLDSMAR, t-WRMA 34677 813.'925. 1300 TEL 813.925.1800 FAX V V W.DAVISBEWSCOM TAMPA • 00.4 VER j� �,n r INDEX D I N G I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TC STRUCTURAL FRAMING THE FLASHING SHALL EXTEND TO THE 5UWACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE 1 Vl V V THE BUILDING COMPONENTS. INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: COV - GENERAL NOTES, INDEX, SPECIFICATIONS MWINDOWWS SHALLFLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE RER FOR EACH WINDOW. AND 1 - SLAB INTERFACE PLAN 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED, 2A1 - MAIN FLOOR PLAN NOTES DWELLING /GARAGE GARAGEOPENIAND„ THE OPENING BETWEEN THE GARAGE. AND LIVING AREA SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS 2A2 -MAIN FLOOR PLAN DIMENSIONS NOT LESS THAN 13/8” THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: 2 B 1 - UPPER FLOOR P LAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) 2 B 2 - UPPER FLOOR PLAN DIMENSIONS 1, WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052hl. A 1 -FRONT ELEVATION 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 A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH 5ECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION UNDERLAYMENT COMPLYING WITH ABTM p 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCOSDANCE WITH SECTION 8905.2.1, CLAY CONCRETE TILE (1F APPLICABLE) AND 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.G.R - 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAo 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 3A4 - FLASHING D ETAI LS OR THE RECOMMENDATIONS OF 846116,119 OR 120. REQUIRED UNDERLAYMENT PER F,B.G.R - 5TH EDITION (2014) 890533 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLASS 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 VAw 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.1.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 4 B - µ UPPER FLOOR ELECTRICAL PLAN I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 101-011 AWAY OR GL05EiZ TR - TRUSS STRAPPING PLAN TUB AND 5HOWER AREAS: I. CEMENT, F15ER-CEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, CI325; OR C1I18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE 1N TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. N1 - STRUCTURAL NOTES TERMITE PROTECTION: S1 - S1 STRUCTURAL DETAILS 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-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-CORRO51VE CLAMPING DEVICE TO S2 - STRU CTU RAL DETAILS ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 AWAY FROM THE STRUCTURE SIDEWALL, BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH mm) WHETHER S3 - STRUCTURAL DETAILS EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: S4 - STRUCTURAL DETAILS 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. S� - "' D STRUCTURAL DETAILS LJ 2. MECHANICAL APPLIANCES SHALL BE ACCESS15LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES - TD TRIM DETAILS (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. 116 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 SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE SD - STAIR TRIM D ETAI LS MANUFACTURE DRAIN INSTALLATION CA INSTRUCTIONS.OIVCO 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 M141I3. EXHAUST FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOOSS EXHAUSt AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN AtTIC CRAWL SPACE OR OTHER AREAS INSIDE THE BUILDING • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 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, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST on• DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL 5E PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES 25o4 DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE • THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, 77 TLE Tr • ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE REVISION LOG BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE _ CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY - OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. • tMOM „F"cWI • ov • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, t-WRMA 34677 813.'925. 1300 TEL 813.925.1800 FAX V V W.DAVISBEWSCOM TAMPA • 00.4 VER EST. 1994 . 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, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST on• DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION -. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL 5E PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES 25o4 DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE • THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, 77 TLE Tr • ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE REVISION LOG BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE _ CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY - OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. • tMOM „F"cWI • ov • INDICATES I - ro VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE, VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW 4'-4" 4'-0" 4'-a" 4'-8" PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 3'-0"x30" A/C PAD �(5iEE MECH. CONTACTOR 3'-011 FOR LOC.) r — t_-- 52'-4" 4'-811 EL�/ 1/111 1 IMII 1'-0" 15'-0" 4'-6" 3'-10" 3'-2" 3'-2" 8" C.M.U. IIIAI I ARV LU PITCH Iia" / IT. , -� * * * * * * — --' -I ■ ■ ■ ■ ■ s" CM.U. WALL ABV. ■ ■ ■ ■ ■_ _■_ ___ ■ G.C. VERIFY THAT DECO DRAIN 0 FOOTING LEGEND: 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 1=1 12" DEEP x36"66" CONC. FOOTING W/ (4) 05 BARS EACH c�iMM to o * * * * * * WAY. F 2 LTV WAY. F 3 20" DEEP 60"60" CONC. FOOTING W/ (3) S BARS EACH 74" P.V.C. / 2'-0" ao AIR HANDLER =a PAVERS J 3/4" CONDENSATION A "' LINES FROM ISI L_ "J \,,,,/, I 3.8 �, — — _ - ' DRAIN BY PLUMBER S4 -' ABVSEAr I UPPER FLOOR _ INI r I_ a4 5'-4" _ 20' -Il" 2'-I" I' -s" 3'-10" I I j_ �j ♦ �,, ? a"x8" FTG. W/ 1 05 T 1a'-9" } 10'-10" I I 81.111 21_811 2 _ 11 1p - iS CONT. (TVP. AT ENTRY) 8" THICKENED EDGE -''' I I 3/4" CONDENSATION �.�� 1 -STORY «� n 2 -STORY FOOTING (T' PR) `r FOR SHOWER RECESS I I 10'-10" DRAIN BY PLUMBER 12'-1" � FOOTING 20" H. x 20" W. CONC. MONO -FTG. W! I NO.5 BAR CONT. - I I AIR HANDLER LINES FROM ♦ I^1 3/4 RECESS ■ o FOR ENTRY DR ■ ■ ■ ■ — W/ 3 - 05 CONT. REBARS PROVIDE 16 W.xl2 DEEP FTG. I UPPER FLOOR — 25" MIN. LAP WHERE SPLICED AND 1 W/ 2 - "5 GOVT. `` j 16" WAV DEEP FTG. 3'-a" 5'-2" I L 5'-8" I _II 4 0 4'-4 , WIRE TOGETHER BOTT, OF FTG. / W/ 2 - "5 CONT. SHALL BE 12" MIN. BELOW GRADE 4 II F.V.C.--7/ 1 I I tO — 1.311 y_5" M IS' -b" i 811 ■ 1 II `Y' g.a 1 s II Sl' 21-6 2'-b 12'-3" ,.n 4' -Il" 2'-1' c;, - PRE -PLUMB WATER SOFTENER — — ■ ■ — ■ / 77F/%% 0 NOTE: ALL SLAB ANGLES s - � r LOOP AND DRAIN i m /1_L// ARE AT 45 (UND.) A J I K � 41_411 5'-411 *t 8"x8" FTG, WI I - 05 \� 9b > \ `^ ELEVATION AT 0'-0" (ASSUMED) LU `' i CD � CONT. (TYP. AT LANAI) 4 11 \ \\ >u PITCH ° b 35 THICK, 2500 OR 3000 P.S.I. PROVIDE WATER \Q . I I I cz PITCH CONCRETE SLAB ON GRADE W! LINE FOR ICE MAKER Jv CU TO DRAIN I C.J. - D FT. 6xb WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR I6FTG.----- " Wxl6 11 DEEP FTG. ---- ------------------- ---------------------- T AA _ I "5 3SE _� BARRIER ON CLEAN, WELL - — CONT. I W/ 2 - SLAB i ,y COMPACTED, TERMITE TREATED, I L\ / Ila OF REF. I GRANULAR FILL.31'-10"5t / \ g'_111 31.911 201-011 I all G.G. VERIFY ACRYLIC ON LANAI `" III ���� l W6" 05 DEEP FTG. R "5 I-5`�ORY FOOTING (TYR) i " I 20 H. x 16 W. CONC. MONO -FTG. W/ W/ 2 - CONT. J I I [ Ck SI ] ' 2 - 05 CONT. RE5AR6 PROVIDE I 2511 MIN. LAP WHERE SPLICED AND Bill 81 ■ L — -j 50 GAL. II I ; WIRE TOGETHER. BOTT. OF FTG. - W.N. i SHALL BE 12" MIN. BELOW GRADE — = - ■ ■ IN ■ ■ ■ ■ ■ ■ ■ ESE■ ■ ■ ■ 4'-411 41-811 4'-811 I. 2-5TORY Id 1-6TORY %FOOTING FOOTING II 4'-411 4'-1011 rte. D y /1 1 31-011 51 4'-4" 4'-011 4'-411 TAYLOR MORRISON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ELEVATION (-) 64" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT 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 LDC CHAPTER 6, ARTICLE Iv FLOOD HAZARD REDUCTION. JOB NUMBER 27002.307 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED * * * * * * K 0 DAVIS BEWS DESIGN GROVP CN O co °1 - FST. 1994r«m. G.C. VERIFY THAT DECO DRAIN 0 FOOTING LEGEND: 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 1=1 12" DEEP x36"66" CONC. FOOTING W/ (4) 05 BARS EACH c�iMM to o * * * * * * WAY. F 2 12" DEEP x24"44" CONC. FOOTING W/ (3) 05 BARS EACH WAY. F 3 20" DEEP 60"60" CONC. FOOTING W/ (3) S BARS EACH JOB NUMBER 27002.307 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED K 0 DAVIS BEWS DESIGN GROVP CN O co °1 - FST. 1994r«m. 0 �w c�iMM to o �■� m J r- �■ L Q • O 0 '00 JOB NUMBER 27002.307 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED oilIII r�� 111 til Vortex Engineering, LLC 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 M304,4842 FL# 52683 - CNA# 28035 - Paul D. Kidwell; RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N, AND FIND IT TO BE IN GOMPLtANGE HITH SECTION RV OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION. THE EN61NEER HAS NOT REVIEWED THE FRE— ENGINEERED TRUYa MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE R16HT TO MAKE ANY OHAWE5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY WAY. nwrl.w.ow�°rrl�narowrrrrr�ll*� 4 12" DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM I • 5011 BEARING CAPACITY OE 2000-P5 (R401.4 1 Mr -R) OPT. ALT. DEN ■ INDICATES I "5 OPT. POCKET S.G.D. OPT. O.D.K. ♦ INDICATES 2 05 - • H T • FOUNDATION PLAN S SCALE: 1/4" - II -011 GAr\AGE LEFIX • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUMWJt, FWRIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W WnAW%EWS.COM TANWA • DENVER - FST. 1994r«m. oilIII r�� 111 til Vortex Engineering, LLC 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 M304,4842 FL# 52683 - CNA# 28035 - Paul D. Kidwell; RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N, AND FIND IT TO BE IN GOMPLtANGE HITH SECTION RV OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION. THE EN61NEER HAS NOT REVIEWED THE FRE— ENGINEERED TRUYa MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE R16HT TO MAKE ANY OHAWE5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY WAY. nwrl.w.ow�°rrl�narowrrrrr�ll*� 4 12" DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM I • 5011 BEARING CAPACITY OE 2000-P5 (R401.4 1 Mr -R) OPT. ALT. DEN ■ INDICATES I "5 OPT. POCKET S.G.D. OPT. O.D.K. ♦ INDICATES 2 05 - • H T • FOUNDATION PLAN S SCALE: 1/4" - II -011 GAr\AGE LEFIX • HB. x3-0" A/G,�I� IPAD (SEE MECW. IPAD (SEE MECk IC TRACTOR I ICONTRACTOR IFOR Loc.) I IFOR LOC.) I _ # # # # # # # L_... --J L_._._J � ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FBC.R - 5TH EDITION (2014). # # # # # # # voQ0 I WALL CONSTRUCTION TYPICAL MASONRY b Q ORANGE PEEL (QR SKIP TROWEL) SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. WINDOW SCHEDULE FOR LANDINGS AND AIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) ' WINDOW WIDTHS FAMILY ROOM ALL STRINGERS TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER 0 2011—T 2111 AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" Q.C. STAGGERED ALONG THE LENGTH b- OF THE STRIDER (USE PT AT MA5)CQNC.). a WINDOW CALL -OUTS C PER CBS) FLAT LATEX I" FILLED W/(1) S BAR ENDS CASING ALL STRIDERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT q g2x Gg KNOCK DOM (OR SKIP TROWEL) U 2611 AT CONC, W1 4" DIA. x 31TAPCON5 AT 12" O.C. 12 5H 1/2 32 5H 22 5H 32 51-1 _ LANDINGS SHALL BE BUILT A$ FOLLOWS: t 0 JOISTS TO BE 2x8 02 SYR MIN, AT 16" O.C. CABINET 7/16 0.5.8. 3911 13 5H 1/2 33 5H 23 5H 33 5H SMOOTH FIN15H TM WHITE LATEX TO KNEEWALL TOP PLATE. LEDGERS TO BE 26 WITH: 1/2" DRYWALL SEMIGLOSS m 1/411 x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. STRAY CEILING SECTION CALI. TOP THE SPECIFICATION L15TED A50VE OR MINIMUM SPECS. 5U55TITUTIONS OF EQUAL OR BETTER 0 5111 (5 14 5H 1/2 34 5H 24 5H 34 5H II 10.00 2x STRINGERS 36 H, (TYP.) Z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H Z Z C? 5H 5H 36 5H 12" 3: 16 5H I/2 36 26 G.C. YERIFY MA50NRY OPENING5 FOR ALL WINDOWS, to W = WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. 0REFER TO FLOOR PLANS FOR STYLE OF WINDOW UNDER U5ED (51NGLE HUNG -54 CA5EMENT- C5MT, OR PIXED GLA55- F.C.) HB. x3-0" A/G,�I� IPAD (SEE MECW. IPAD (SEE MECk IC TRACTOR I ICONTRACTOR IFOR Loc.) I IFOR LOC.) I _ # # # # # # # L_... --J L_._._J � ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FBC.R - 5TH EDITION (2014). # # # # # # # voQ0 I WALL CONSTRUCTION 1 b Q ORANGE PEEL (QR SKIP TROWEL) SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. OPEN TO FOR LANDINGS AND AIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) ' ALL STRINGERS TO BE 2-24 02 SYP. FAMILY ROOM ALL STRINGERS TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER 0 WALL TEXTURE. INTERIOR (COLOR 811 COMMON BLOCK COURSE OVER 811 AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" Q.C. STAGGERED ALONG THE LENGTH b- OF THE STRIDER (USE PT AT MA5)CQNC.). a AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) C PER CBS) FLAT LATEX I" FILLED W/(1) S BAR ENDS CASING ALL STRIDERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT q g2x Gg KNOCK DOM (OR SKIP TROWEL) AT COFOOT TO FLOOR: ATTACH STD. AT CONC, W1 4" DIA. x 31TAPCON5 AT 12" O.C. STUDS (PER PLAN) CEILING TEXTURE - INTERIOR TM PROVIDE (3) 2x6 5TUD6 W/ (1) SIMPSON HTT4 BASE CONNECTORS AT BASE. LANDINGS SHALL BE BUILT A$ FOLLOWS: WHITE FLAT LATEX CEILING PAINT JOISTS TO BE 2x8 02 SYR MIN, AT 16" O.C. CABINET 7/16 0.5.8. OC INTERIOR TRIM PAINT TO BE JACK-5TUD5, IN TURN, MUST BE TIED TO THE IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" 50TTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. BACKING SMOOTH FIN15H TM WHITE LATEX TO KNEEWALL TOP PLATE. LEDGERS TO BE 26 WITH: 1/2" DRYWALL SEMIGLOSS m 1/411 x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. STRAY CEILING SECTION CALI. TOP HB. x3-0" A/G,�I� IPAD (SEE MECW. IPAD (SEE MECk IC TRACTOR I ICONTRACTOR IFOR Loc.) I IFOR LOC.) I _ # # # # # # # L_... --J L_._._J � ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FBC.R - 5TH EDITION (2014). # # # # # # # voQ0 I TYP■ ARCHWAY A SCALE: 1/4" - 1'41 5OTT. OF LINTEL AT 6411 AFF. AFF. WALL CONSTRUCTION 42" H. 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. OPEN TO FOR LANDINGS AND AIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) ' ALL STRINGERS TO BE 2-24 02 SYP. FAMILY ROOM ALL STRINGERS TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER 0 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: 811 COMMON BLOCK COURSE OVER 811 AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" Q.C. STAGGERED ALONG THE LENGTH b- OF THE STRIDER (USE PT AT MA5)CQNC.). a AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) 67 TYP■ ARCHWAY A SCALE: 1/4" - 1'41 5OTT. OF LINTEL AT 6411 AFF. AFF. # # # # 5TAIR NOTE5: RAILING 5ALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R18ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE65 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA SCALE: 1/2" -- 1'-0" SCALE: 1/2" -- 1411 DIRECT VENT DRYER AIR HANDLER �THRU EXT. WALL VVUPIX N.V. IDLVV^ COUR55 W/ (2) "5 CONT. IN EACH WALL CONSTRUCTION 42" H. 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND AIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) ' ALL STRINGERS TO BE 2-24 02 SYP. GRASPABLE ALL STRINGERS TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER 0 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: 811 COMMON BLOCK COURSE OVER 811 AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" Q.C. STAGGERED ALONG THE LENGTH PRE-ENGINEERED CONCRETE LINTEL WKI) S BAR, OF THE STRIDER (USE PT AT MA5)CQNC.). a AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) _ 8" PRE-ENGINEERED CONCRETE LINTEL IF STRIDERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE FILLED W/(1) S BAR ENDS _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. ALL STRIDERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT BLOCK FILLED AND REINFORCED W/(1) 05 BAR AT COFOOT TO FLOOR: ATTACH - PROVIDE (4) 2x4 5TUD5 W/ (1) SIMP50N HTT4 AT CONC, W1 4" DIA. x 31TAPCON5 AT 12" O.C. CONNECTORS AT SASE. AT WOOD ATTACH W/ 0.131 x 3112" NAILS AT 8" O.C. TO TRU56/JOI5T/ OR BLOCKING BELOW. PROVIDE (3) 2x6 5TUD6 W/ (1) SIMPSON HTT4 ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. CONNECTORS AT BASE. LANDINGS SHALL BE BUILT A$ FOLLOWS: FLOOR JOISTS TO BE 2x8 02 SYR MIN, AT 16" O.C. HEAD CLEARANCE IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) FLOOR SYSTEM 24 02 5YP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. JACK-5TUD5, IN TURN, MUST BE TIED TO THE IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" 50TTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. R.5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST .1. < "N TO KNEEWALL TOP PLATE. LEDGERS TO BE 26 WITH: mm ZQv its (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. m 1/411 x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. THE SPECIFICATION L15TED A50VE OR MINIMUM SPECS. 5U55TITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. # # # # 5TAIR NOTE5: RAILING 5ALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R18ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE65 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA SCALE: 1/2" -- 1'-0" SCALE: 1/2" -- 1411 DIRECT VENT DRYER AIR HANDLER �THRU EXT. WALL VVUPIX N.V. IDLVV^ COUR55 W/ (2) "5 CONT. IN EACH UNDER-5TAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS; UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED BIDE W/ 1/2 INCH GYPSUM BOARD PER FB.C.R - 5TH EDITION (2014) 8302.1 Ii TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1'-0" # # # # # # # ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER FB.C.R - 5TH EDITION 12014). OPT. 811 TRAY CLG. IN MASTER SUITE MICRO TO EXTERIOR I ' 4 -� G.C. VERIFY TOP OF TILE TILE TO WRAP INTO NICHE NIC, (4 21 G.C. VERIFY LOCATION 0 TYP. SHAMPOO NICHE SEE FLOOR PLAN FOR EXACT LOCATION T.OM. 9'-4" AFF. FLAT HEADER AT 8411 AFF T.O.M. 9'-411 AFF. 91.411 AFF. 0 MAIN FLOOR STRUCTURAL- L.ECzEND WALL CONSTRUCTION 42" H. 36" H. CONTINUOUS R 13 CLG. INSULATION T PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) ' LOW WALL GRASPABLE IA 3/4" PLYWD. R 13 811 COMMON BLOCK COURSE OVER 811 PRE-ENGINEERED CONCRETE LINTEL WKI) S BAR, RAILING GROUTED SOLID. DECKING _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(1) S BAR SEAM _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BEAM BLOCK FILLED AND REINFORCED W/(1) 05 BAR ® - PROVIDE (4) 2x4 5TUD5 W/ (1) SIMP50N HTT4 6 CONNECTORS AT SASE. LINE OF 61-8" MIN. PROVIDE (3) 2x6 5TUD6 W/ (1) SIMPSON HTT4 i. 6 CONNECTORS AT BASE. © FLOOR 00 HEAD CLEARANCE FLOOR SYSTEM JACK-5TUD5, IN TURN, MUST BE TIED TO THE SYSTEM 50TTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. .1. < "N mm ZQv N� / II 10.00 2x STRINGERS 36 H, (TYP.) RAILING ` C? - - ►I I" NOSING (TYP.) = STORAGE UNDER 2x TREADS AND STAIRS Ix R15ER5 (TYP.) UNDER-5TAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS; UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED BIDE W/ 1/2 INCH GYPSUM BOARD PER FB.C.R - 5TH EDITION (2014) 8302.1 Ii TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1'-0" # # # # # # # ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER FB.C.R - 5TH EDITION 12014). OPT. 811 TRAY CLG. IN MASTER SUITE MICRO TO EXTERIOR I ' 4 -� G.C. VERIFY TOP OF TILE TILE TO WRAP INTO NICHE NIC, (4 21 G.C. VERIFY LOCATION 0 TYP. SHAMPOO NICHE SEE FLOOR PLAN FOR EXACT LOCATION T.OM. 9'-4" AFF. FLAT HEADER AT 8411 AFF T.O.M. 9'-411 AFF. 91.411 AFF. 0 MAIN FLOOR STRUCTURAL- L.ECzEND WALL CONSTRUCTION R -VALUE )MIN.) 8" K.Q. BLOCK FILLED W/lU "5 BAR OVER 8" R 13 CLG. INSULATION T PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) ' R 4.1 "5 BAR IA - 8" K.O. BLOCK FILLED W/(V "5 BAR CONT. OVER R 13 811 COMMON BLOCK COURSE OVER 811 PRE-ENGINEERED CONCRETE LINTEL WKI) S BAR, ` GROUTED SOLID. L� _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(1) S BAR _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. v1 BLOCK FILLED AND REINFORCED W/(1) 05 BAR ® - PROVIDE (4) 2x4 5TUD5 W/ (1) SIMP50N HTT4 6 CONNECTORS AT SASE. PROVIDE (3) 2x6 5TUD6 W/ (1) SIMPSON HTT4 i. 6 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 00 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD 5EARING WALLS SHALL BE 2 -PLY 24 02 5YP W/ 1/211055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON LSTAI2 STRAP. THE JACK -5105, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 6IMP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTELS LONGER THAN 64" FOR 1 -DAYS AFTER GROUTING. STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 PSI MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. F51"5 S 2 "5 `���>t►Ilrr��e `sae -K �al�N�� ,�► 4 ; � �.cs i —8Z z — . ro c. ,',,���� 1111 QQ`o�� HATCHING LEGEND LOAD 13EARING WALLr%��1 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 MAIN FLOOR PLAN NOTES. SCALE: 1/411 = 1'-01' GARAGE LEFT • JOB NUMBER 27002.301]4* CAD FILE NAME LOT 159 ISSUED 09-07-17 REVISED DAVIS SEWS DESIGN GROUP 150 STATE STREET FAST =&AA& rwRmA 307 813.925.1300 TEL 813.92.5.1800 FAX WWW.DAVISBEVVSfioM TAMPA • DENVER EST.1W4 o��— C K NW ro Q Nti v1 M 6 ��� i. 6 � • • 00 Fa- 0D foo -Nm .1. < "N mm ZQv N� MAIN FLOOR PLAN NOTES. SCALE: 1/411 = 1'-01' GARAGE LEFT • JOB NUMBER 27002.301]4* CAD FILE NAME LOT 159 ISSUED 09-07-17 REVISED oil III Vortex Engineering, LLE, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813704,4842 FL4 52683 - COM 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIB4 EP THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANGE WITH SECTION 8301 OF THE FLORIDA BUILDING GORE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRD55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALEP EOR 5TRUGTURE ONLY (n 0 qlq3- Z w 0 OC:) � m � � 0 O � ne Z � O OO • TI TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS DAVIS SEWS DESIGN GROUP 150 STATE STREET FAST =&AA& rwRmA 307 813.925.1300 TEL 813.92.5.1800 FAX WWW.DAVISBEVVSfioM TAMPA • DENVER EST.1W4 o��— oil III Vortex Engineering, LLE, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813704,4842 FL4 52683 - COM 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIB4 EP THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANGE WITH SECTION 8301 OF THE FLORIDA BUILDING GORE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRD55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALEP EOR 5TRUGTURE ONLY (n 0 qlq3- Z w 0 OC:) � m � � 0 O � ne Z � O OO • TI TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS r— L _ REFER TO WEET 2A1 FOR MAIN FLOOR PLAN NOTES 1 X ro 00 i r.UJ dl Of 1Y e 0 T _I r-- Od 4 • 0 C E 00 v a Q n REFER TO WEET 2A1 FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS "`LEFT GARAGE OF • X ro 00 ©•e +"w r.UJ NCD MCD Of � I / e�•eoe e 0 T MAIN FLOOR PLAN DIMENSIONS "`LEFT GARAGE OF • X ro 65) DAVIS BEWS DESIGN GROUP 150 STA'L'E S 1MET EAST CXDSMA& FLORIDA 34677 813. 9125. L300 TEL 813.925.1800 FAX W W W.DAVISBEWS,CAM TAAWA • DEIVVi~R. NCD MCD O N� T _I Od 4 • C E 00 Q n .t-. o�M ,yam T' • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 7B ISSUED 09-07-17 REVISED ��� Vortex Engineering, LLC 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813 704 4842 FL# 52683 - COAL* 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED M5 CA AND FIND IT TO BE IN COMPLIANCE WITH SECTION 9901 OF THE FLORIDA BUILDING. GODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIBIED THE PRE- . ENGINEERED TR155 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANGE5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR 5TRUGTURE ONLY 2582 0 0 • TI TLE • MAIN FLOOR PLAN DIMENSIONS 65) DAVIS BEWS DESIGN GROUP 150 STA'L'E S 1MET EAST CXDSMA& FLORIDA 34677 813. 9125. L300 TEL 813.925.1800 FAX W W W.DAVISBEWS,CAM TAAWA • DEIVVi~R. -- 1:5"1:1994 c�- ��� Vortex Engineering, LLC 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813 704 4842 FL# 52683 - COAL* 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED M5 CA AND FIND IT TO BE IN COMPLIANCE WITH SECTION 9901 OF THE FLORIDA BUILDING. GODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIBIED THE PRE- . ENGINEERED TR155 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANGE5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR 5TRUGTURE ONLY 2582 0 0 • TI TLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5-C.R. - 5TH EDITION (2014). 11-wll 2x4 FRAME 1 PROVIDE 2x I, 2x4 rRAME'qK FRAME WALL WALL G.C. VERIFY MEDICINE CABINETS W1 BEVELED EDGES AT ALL BATHS 1 UPPER F=LOOR STRUCTURAL LEGENp PROVIDE (3) 2x4 STUDS W/ (1) 51MP60N HTT4 CONNECTORS AT BASE. ® — PROVIDE (3) 24 STUDS W1(1) SIMPSON HTT4 CONNECTORS AT BASE. Q — PROVIDE 2 -PLY 1.15" x 1211 LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMPSON MSTA30 STRAPS. 10 — PROVIDE 2 -PLY 24 NO.2 5YP BEAM W/ 1/2" 0515 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMP50N L6TAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 24 02 5YP W11/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH lU SIMPSON LSTAI2 STRAP. THE JACK -STUDS, IN TUM, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON 142.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64'1 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES I ALL LVL'S TO BE Fb=2950 P51 MIN. 0 ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * �c CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER P.5.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES. GARAGE LEFT G U TYPICAL WOOD FRAME X DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR„ RORMA 39677 813.925.1300 TEL 813.92°5.1800 FAX V VW.DAVMEWSCOM TAMPA • DENVIM NOD f5 WINDOW WIDTHS O Na) 2011 [-2411 36 N 4811 WINDOW CALL -OUTS �MM rr�lr 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. L • . ao 1oa _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. ZQ 0 3611 1830 5H 2030 5H 3030 5H 4030 5H Z 4811g 1840 5H 2040 5H 3040 5H 4040 5H mss' 5H 5H 4050 5H 6011 1850 5H 2050 3050 1211 1860 5H 2060 6H 3060 514 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, Uj W WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURER AND 5PECIFICATION5. Z REFER t0 FLOOR PLAN5 FOR STYLE OF WINDOW U5ED 151NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- FjS) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5-C.R. - 5TH EDITION (2014). 11-wll 2x4 FRAME 1 PROVIDE 2x I, 2x4 rRAME'qK FRAME WALL WALL G.C. VERIFY MEDICINE CABINETS W1 BEVELED EDGES AT ALL BATHS 1 UPPER F=LOOR STRUCTURAL LEGENp PROVIDE (3) 2x4 STUDS W/ (1) 51MP60N HTT4 CONNECTORS AT BASE. ® — PROVIDE (3) 24 STUDS W1(1) SIMPSON HTT4 CONNECTORS AT BASE. Q — PROVIDE 2 -PLY 1.15" x 1211 LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMPSON MSTA30 STRAPS. 10 — PROVIDE 2 -PLY 24 NO.2 5YP BEAM W/ 1/2" 0515 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMP50N L6TAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 24 02 5YP W11/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH lU SIMPSON LSTAI2 STRAP. THE JACK -STUDS, IN TUM, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON 142.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64'1 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES I ALL LVL'S TO BE Fb=2950 P51 MIN. 0 ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * �c CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER P.5.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES. GARAGE LEFT G U F27002.304 ME LOT 159 7B 07-17 REVISED X DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR„ RORMA 39677 813.925.1300 TEL 813.92°5.1800 FAX V VW.DAVMEWSCOM TAMPA • DENVIM NOD f5 O Na) r �MM rr�lr d J 5I- LLd L, L • . ao 1oa M vines 4N Qf ZQ F27002.304 ME LOT 159 7B 07-17 REVISED 111 111 111 ��� 111.111 Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plant City, Florida 33563 813.704 4842 FL# 52683 - C0A4 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEVED THE ATTACHED DESIGN, AND FIND IT TO BE IN GOMPI-IANGE WITH SECTION 8501 OF THE FLORIDA BUILDING GORE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ' ENGINEERED TR65 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE R16HT TO MAKE ANY CHANGES AFTER TR155 LOAD INFORMATION 15 5UPPLIEO TO THE ENGINEER. SEALED FOR 5TRUG-R R ONLY 0 � Z w 0 O � C:) ce m p� rvoo 0 O 37 rr00x Ln O C) 2582 • 777LE • UPPER FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR„ RORMA 39677 813.925.1300 TEL 813.92°5.1800 FAX V VW.DAVMEWSCOM TAMPA • DENVIM EST. 1994 111 111 111 ��� 111.111 Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plant City, Florida 33563 813.704 4842 FL# 52683 - C0A4 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEVED THE ATTACHED DESIGN, AND FIND IT TO BE IN GOMPI-IANGE WITH SECTION 8501 OF THE FLORIDA BUILDING GORE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ' ENGINEERED TR65 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE R16HT TO MAKE ANY CHANGES AFTER TR155 LOAD INFORMATION 15 5UPPLIEO TO THE ENGINEER. SEALED FOR 5TRUG-R R ONLY 0 � Z w 0 O � C:) ce m p� rvoo 0 O 37 rr00x Ln O C) 2582 • 777LE • UPPER FLOOR PLAN NOTES DETAILS 9 9 _A .'CL. I L 111_ NOTE. ROOF LINES CFIANGE 111/ ALT, ELEVATIONS, REFER t0 ROOF PLANS ON SHEETS 35,3C, 3D, 3E, AND 3F FOR CORRESMING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT X co s L z •' :111 O • •�•. :• • N NOTE. ROOF LINES CFIANGE 111/ ALT, ELEVATIONS, REFER t0 ROOF PLANS ON SHEETS 35,3C, 3D, 3E, AND 3F FOR CORRESMING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT all • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 78 ISSUED 09-07-17 REVISED X co DAVIS BEWS DESIGN GROUP L 150 STATE STREET EAST CUXNAR, R.OPMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEWS.COM TAMPA • IDE4VER. Ngo MW O N dh o M AM L 2-j LL l ■r, Lm . IPM 00 1000 I goT zQ ,= Ll�— � (0 1 all • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 78 ISSUED 09-07-17 REVISED HIM Ir Vortex Engineering, LLC 607 S Alexander St., Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - CQA# 28035 - Paul D. Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEHED THE ATTACHED OE56N, AND FIND IT TO BE IN COMPLIANCEWITH SECTION R301 OF THE FLORIDA BUILDIN5 CODE, RESIDENTIAL (5!h EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN&INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY 6HANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR 5TRUGTURE ONLY nnnrrmiuowrwirrrn�rr2 on5oz._ • 77 TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST CUXNAR, R.OPMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEWS.COM TAMPA • IDE4VER. EST.1994- HIM Ir Vortex Engineering, LLC 607 S Alexander St., Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - CQA# 28035 - Paul D. Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEHED THE ATTACHED OE56N, AND FIND IT TO BE IN COMPLIANCEWITH SECTION R301 OF THE FLORIDA BUILDIN5 CODE, RESIDENTIAL (5!h EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN&INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY 6HANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR 5TRUGTURE ONLY nnnrrmiuowrwirrrn�rr2 on5oz._ • 77 TLE • UPPER FLOOR PLAN DIMENSIONS 11/21, THICK SAND FINISH lz� KEYSTONE 7-(IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOUTS THE TYPICAL THICKNESS 11 u, OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE ul DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 3/411 THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 311: 1-0" FDUELLING ' OPENING N IC�PtS NITS, WHERE TWE OPENING OF AN OPERA6LE CATED MORE THAN 12 INCHES ABOVE THE DE OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A 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 FINISHED FLOOR PER F.BC.R. - 5TH EDITION (2014) 83122 WINDOW FALL. PREVENTION DEVICES AND WINDOW GUARDS, W14ERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5-C.R. - 5TH EDITION (2014) R3122 612 LSWINGLE ROOF 7 ZSWINGLE ROOF 126 Qro G.C. VERIFY FASCIA CALL -OUT (TYPICAL) PLT. HT. PLT. WT. — 4" BANDING / / ItYPJ 1'-4" W, x 5'-0" W. Z LZ DECORATIVE STUCCO STUCCO FIXED SHUTTERS FINISH 7 FINISH 7 1'4' W. x V-0" H / / DECORATIVE II` I FIXED SHUTTERS s N 411 BANDING 12 12 12 (TYR) 6� SWINDLE �� SWINDLE Q6 SECOND F.F. LINE ROOF 7 ROOF SECOND F.F. LINE T.O.M. T.O.M. S" BANDING 8" BANDING COACH 6" BANDING LIGHT 411 BANDING NIT T XTU ETEXTUREDZ b, FINISH a FINISH L-1 LA Lj [A LA Lj Lj I MAIN F.F. LINE 1F-q7-�F__ 1 171 MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING IS TO BE RA15ED SAND FINISH FRONT ELEVATION SCALE: 1/4" = 1'-0" INCLUDED ELEVATION - "TRADITIONAL" GARAGE LEFT JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED r X ro 150 STATE S'TR'EET EAST of osMAk RORIDA 34677 813. 92s . 1300 TEL 813.92.5.1800 FAX W W WDAVLSBEWS.CAM TAMPA • 00-WER irr" N W M Q N� M Y� ��n M rrrr LE ,� J W L L. cc Q . 0 0 0 E OC <M z ' u�i i1i W JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813 704,4842 FL# 52683 - CCA# 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED X5 SN AND FIND IT TO BE IN COMPLIANCE WITH= R301 OF THE FLORIDA BUILDING COM,RE5IPENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRUE% MAI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND REERVES THE RIGNT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. 5EALED EOR 5TRJOTJRE ONLY Ln 0 qlqj- Z w 0 O V) C:) 0 m � O 37 z a, O � J H } OO H 2582 ; • TI TLE • FRONT ELEVATION DETAILS 14 111 DAVIS BEWS DESIGN GROVP 150 STATE S'TR'EET EAST of osMAk RORIDA 34677 813. 92s . 1300 TEL 813.92.5.1800 FAX W W WDAVLSBEWS.CAM TAMPA • 00-WER EST. 1994 - Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813 704,4842 FL# 52683 - CCA# 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED X5 SN AND FIND IT TO BE IN COMPLIANCE WITH= R301 OF THE FLORIDA BUILDING COM,RE5IPENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRUE% MAI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND REERVES THE RIGNT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. 5EALED EOR 5TRJOTJRE ONLY Ln 0 qlqj- Z w 0 O V) C:) 0 m � O 37 z a, O � J H } OO H 2582 ; • TI TLE • FRONT ELEVATION DETAILS UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1603 SQ. FT. / 300 = 5.34 SQ. FT, X 144 = 769 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 384.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 384.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 6:12 ' 6:12 I � � I I � I 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING ji NOTE: L GIRDER TRU55 J50 STATE STREET EAST OUXMM, FLORIDA 3467/ 813. 925. 1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER. r NW 0 NN d' TRU55 01 RON M 1 ----------fir------ r` J d v5 L ` p� �Q• ROOF TRU55E5 0 0o0 CO 12 6 /(� � ray LOWER 800 263 VENT REQUIREMENTS AT 24" O.C. (TYPICAL) i`FJ 12 ab VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT.- ❑ ------_ �' X 144 = 254 SQ. IN., Z2 -STORY - i ❑ ❑ HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. ❑ ❑ ❑ ❑ # UPPER 2/3 ROOF VENTS REQUIRED =1 I. HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. �e r,�' ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. I 1 1 I 3 BR]i - I 12 Q6 GIRDER I B0� ❑ ❑ ❑ ❑ TYP, ❑ ❑ AT HIP I AT NIP AA ROOF PLAN (UXO) ----FLOOR SYSTEM- -- SCALE: 1/6" - I'-01' 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING ji NOTE: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.1 AND A511M C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103lo2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING PEIGPT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5-C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 GIRDER�8 12 GIRDER TRU55 J50 STATE STREET EAST OUXMM, FLORIDA 3467/ 813. 925. 1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER. r NW 0 NN d' TRU55 01 RON M 1 r` J d v5 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.1 AND A511M C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103lo2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING PEIGPT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5-C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 GIRDER�8 12 GIRDER TRU55 J50 STATE STREET EAST OUXMM, FLORIDA 3467/ 813. 925. 1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER. r NW 0 NN d' TRU55 N RON M r` J d v5 L ` p� �Q• ROOF TRU55E5 0 0o0 CO 12 6 /(� � ray 263 AT 24" O.C. (TYPICAL) 12 ab ❑ ❑ �' Z2 -STORY ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I. VOLUME 3 BR]i 12 Q6 GIRDER B0� ❑ ❑ ❑ ❑ ❑ ❑ ROOF TRUSSES AT O.C. TRU55 ----FLOOR SYSTEM- -- -• -FLOOR SYSTEM - �- ( (TYPICAL) BEAM CONIC, LINTEL ❑� GATHERING ❑❑ ❑❑ ❑❑ T. 2 CAR GARAGE CIO SECTION AA. SCALE: I/811 : 1411 12 12 E6 6 % SHINGLE 12 ROOF I b PLT. HT. _ _ PLT. HT. _ m = /STUCCO �? FINISH Q6 z' �l �-SHINOLE SECOND F.F. LINE SECOND FF. LINE SECOND F.F. LINE 811 ROOF _SECOND FF. LINE v' T.OM. _ T.OM, _ 21-011 b Z -TEXTURED /TEXTURIED /TEXTURED /XTURED 'a ��' FINISH, FINISH ��' FIN15H 7 FIN15H °' MAIN FF. LINE_ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LANE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION, SCALE: 1/811 -- 1'-0" 612 12 Q6 SHINGLE ROOF/PLT. PLT. HT. HT. ZS'Ucco a, STUCCO Q FINISH7 * TEMP. w' FINISH SECOND FF. LINE_ SECOND FF. LINE T.OM. T.OM. TEXTURED TEXTURED FINISH FINISH cn MAIN FF. LINE TEMP. MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/6" - 1'-0" 12 bpi �6 SHINGLE 6 12 LSHINGLE ROOF ROOF PLT. HT. - - - - - - PLT. HT. _ zSTUCCO zucco * FIN "° FINISH ISN7 °' 6� � ROOFL� � ;- , SHINGLE 12 SECOND FF. LINA _ ROOF 6 811 _ SECOND FF. LINE _ SECOND FF. LINE SECOND FF. LINE T.O.M. _ T.oM. - ----i ao ZTEXTURED aEll -TEXTURED FINISH MAIN FF. LINE / MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - 1'41 INCLUDED ELEVATION - "TRADITIONAL" G ADGAE LEFTIl JOB NUMBER 27002.304 CAD FILE NAME LOT 159 78 ISSUED 09-07-17 REVISED C X w J50 STATE STREET EAST OUXMM, FLORIDA 3467/ 813. 925. 1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER. r NW 0 NN d' N RON M r` J d v5 L ` p� �Q• 0 0o0 CO � ray 263 JOB NUMBER 27002.304 CAD FILE NAME LOT 159 78 ISSUED 09-07-17 REVISED InIn _j In III Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813304 4842 FL# 52683 - C0A4 28035 Paul D Kidwell, RE, - HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N AND FIND IT TO BE IN COMPLIANCE WITHSECTION R301. OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED 781156 MANUP. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVE5 THE R164T TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED POR 5TZ6 RE ONLY Ln 0 qq�j- Z O O m � O � z C:) 0 Ln J � Q OO F- 2582 .3�2_ DAVIS BEWS DESIGN GROVP J50 STATE STREET EAST OUXMM, FLORIDA 3467/ 813. 925. 1300 TEL 813.925.1800 FAX W W WnAVISBEW&COM TAMPA • DENVER. EST. 1994 -- InIn _j In III Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813304 4842 FL# 52683 - C0A4 28035 Paul D Kidwell, RE, - HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N AND FIND IT TO BE IN COMPLIANCE WITHSECTION R301. OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED 781156 MANUP. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVE5 THE R164T TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED POR 5TZ6 RE ONLY Ln 0 qq�j- Z O O m � O � z C:) 0 Ln J � Q OO F- 2582 .3�2_ ^'1F MATERIAL PER DATIONS WITH APPROVED ,ERLAYMENT (REFER TO 'ER SHEET) -ENGINEERED ROOF SSES AT 24" O.C. �n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST ;RICANE STRAP PER )F FRAMING PLAN gk BRG. HGT. A. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH 4DOW FLASHING AS REQ'D WINDOW TRIM %DER TYPICAL WINDOW AND SLIDING GLASS DOOR' FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING �~ SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING �•- FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING W ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL SB6ARRIER LDUP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVETHROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER APE.--7SILL PLATE 2 � (ASSEMBLED /-FLASHING-\ WINDOW) , 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - 2X EXT WALL - FLASHING TO EXTEND 36" SHEATHING W/ - BUILDING WRAP BEYOND FLASHING. STUCCO STOP / WATERPROOF MEMBRANE /7 SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS /-WATERPROOF MEMBRANE FLOOR SHEATHING 'i- FLASHING. I I I I N ----2X8 TRIM BOARD I i I STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC 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 R703.8. 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 -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 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 C 1281, HAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. 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 FOR SUBSEQUENT DRAINAGE. 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, 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, FMANVDMA 250,; OR FMA/AAMA/WDMA 300. 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 N.T.6. GARAGE LEFT x 0 w 15/32 O.S.B. SHEATHING 2X12 #2 SYP CONT LEDGER W/ DAVIS BEWS DESIGN GROUP BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z (4) 1/4" X 4" LAG SCREWS RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS V/ ( EA. FLOOR TRUSS) SHOWN, PROVIDE "' -1" BEAD OF USP HTA20 STRAP L V CONST: ADHESIVE TO BE APPLIED p 0 TEXTURED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR CEMENT PLASTER BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE TYPICAL DOOR FLASHING AT BALCONY AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL WN0 � EXTERIOR SHEATHING EXTERIOR FINISH WATER PROOF CAULKING �� 9ryF � i PER BUILDER R RESISTIVE BARRIER & TEMPORARILY SECURE ■ It PFS OVIDE SELF ADHERED T' 4 - ' ' � "" FLASHING' WEATHER RESISTIVE LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" IL BP WATERPROOF MEMBRANE O &2FOR Mill �•- FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING W ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL SB6ARRIER LDUP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVETHROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER APE.--7SILL PLATE 2 � (ASSEMBLED /-FLASHING-\ WINDOW) , 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - 2X EXT WALL - FLASHING TO EXTEND 36" SHEATHING W/ - BUILDING WRAP BEYOND FLASHING. STUCCO STOP / WATERPROOF MEMBRANE /7 SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS /-WATERPROOF MEMBRANE FLOOR SHEATHING 'i- FLASHING. I I I I N ----2X8 TRIM BOARD I i I STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC 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 R703.8. 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 -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 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 C 1281, HAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. 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 FOR SUBSEQUENT DRAINAGE. 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, 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, FMANVDMA 250,; OR FMA/AAMA/WDMA 300. 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 N.T.6. GARAGE LEFT x 0 w Moll ° 2X12 #2 SYP CONT LEDGER W/ DAVIS BEWS DESIGN GROUP O 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.9225.1300 TEL 80. 925. 1800 FAX WW WnAVISBEWS.COM TAMPA " MEh1VER. (4) 1/4" X 4" LAG SCREWS ° SPACED EVENLY @ 24" O.C. MAX V/ ( EA. FLOOR TRUSS) ■6 USP HTA20 STRAP L V EA. JOIST p 0 TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY � WN0 EXTERIOR SHEATHING 9ryF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�Sr P WEATHER RESISTIVE BARRIER IL BP NS) `S� O &2FOR 9 - CORNER PATCH �•- FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING W ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL SB6ARRIER LDUP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVETHROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER APE.--7SILL PLATE 2 � (ASSEMBLED /-FLASHING-\ WINDOW) , 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - 2X EXT WALL - FLASHING TO EXTEND 36" SHEATHING W/ - BUILDING WRAP BEYOND FLASHING. STUCCO STOP / WATERPROOF MEMBRANE /7 SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS /-WATERPROOF MEMBRANE FLOOR SHEATHING 'i- FLASHING. I I I I N ----2X8 TRIM BOARD I i I STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC 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 R703.8. 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 -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 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 C 1281, HAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. 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 FOR SUBSEQUENT DRAINAGE. 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, 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, FMANVDMA 250,; OR FMA/AAMA/WDMA 300. 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 N.T.6. GARAGE LEFT x 0 w " JOB NUMBER 27002.304 " CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED NOD M� DAVIS BEWS DESIGN GROUP O 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.9225.1300 TEL 80. 925. 1800 FAX WW WnAVISBEWS.COM TAMPA " MEh1VER. N� V/ o AMM ■6 Awd L V a I p 0 1�c 1 NM � WN0 " JOB NUMBER 27002.304 " CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 2582 " T/ TLE • FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.9225.1300 TEL 80. 925. 1800 FAX WW WnAVISBEWS.COM TAMPA " MEh1VER. EST. 1994 2582 " T/ TLE • FLASHING DETAILS WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN, SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER , — DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST -- WINDOW UNIT FLASHING i SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE —�� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)r /., SCORED w LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING ° ° / SELF -ADHERED FLASHING, `` (BEFORE FOLDING, SCORE 1 EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE I'll ° BOTTOM OF FROM ADHESIVE AS SHOWN) • / THRESHOLD / SECTION -A (SEE \ DETAIL WP02) / / ° / • SELF -ADHERED FLASHING i NAILING FLANGE SELF -ADHERED FLASHING O • . z DO NOT FLASH OVER i / SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING �® ACONT. GALV. ""L"" ASPHALT SEALANT: EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER• WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 'a.`k " '"^''' FLASHING W/ TAR VERTICAL RISE OF •i. iJv:i'1 tiila• FLASHING AT KNEEWALL •w':;>'.;`r µ`YS .a;';t` CONT. GALV. "L" FLASHING PER - DIVERTER MANUFACTURES FLASHING `y SEALANTSPECIFICATIONS M/�s„ ;..: : �:3>. i • OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS FASCIA UNDERLAYMENT (REFER TO COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. ;,a,;fa:.:• PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT: GALV: "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH ::,;ti OVER ROOF ;; ?�: �° " • SHINGLES W/ TAR AA rirn .r' :::: •: w ti� a�' ,� a� : HOLD EXTERIOR ° FINISH 2" ABOVE n %V, n n ti,.�.�,.. °:`.,� a ROOF SHINGLE PER GE u:rc'{ r: r :: : : . •� i .: n : CONTRACT ��o FLASHING ;N, e. ° METAL IP EDGE TO BE UNDER •s ; ; ..;•...; �h,� ,9 h/�,, UNDERLAYMENT AT CAULKING >a..> :`>,:`, i ' >' �Fq q� 9C+ G'��c ROOF EAVES � \\> '.:• t ft 7` tp ` f` Y5 7 �� ✓OfAC•s NC ?001 o •:.: Kr4utr'.> :�' C`'s�Df�� Pp O �PoBo*l TYPICAL ROOF TO R�otioo 2 — 5� 4 4 5 WALL FLASHING DETAIL O R a ° q% T5�� C �j\A c 3f 20 G2Np GpU� C co RAKE METAL DRIP EDGE 22 29' TO BE OVER 5' 2 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER' SHINGLE FIGURE 2: WALL FINISH WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: COURSE USED. EXTEND MIN, 6" ABOVE EMBED EACH SHINGLE INA 2" FLASHING DO NOT NAIL WITHIN 6" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN PER CEMENT. SPECS. 6" HIGH DIVERTER 0\11 CUT 2" DIAGONALLY OFF 6 FLASHING UPPER CORNER OF GALV.'L° FLASHING TRIMMED SHINGLE TYPICAL. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 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 / 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP 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 • KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE iUBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. ftTl,GARAGE LE x ro 0 � NCD 00) TEXTURE 0 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVF0EWS.CQM TAMPA • DEtVVFPI. �^ FINISH COAT m �Mn M ` BROWN COAT J U. ° �. SCRATCH COAT O O C70% Ln 1�.OD SELF -FURRING � ° �9000 > LATH ° TWO LAYERS WRB Z0 <M 4 WEEP SCREED TERMINATE SELF _ ADHESIVE FLASHING AT LOWER NOSE OF SELF ADHESIVE .FLASHING AL�RY BLOCK WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN, SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER , — DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST -- WINDOW UNIT FLASHING i SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE —�� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)r /., SCORED w LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING ° ° / SELF -ADHERED FLASHING, `` (BEFORE FOLDING, SCORE 1 EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE I'll ° BOTTOM OF FROM ADHESIVE AS SHOWN) • / THRESHOLD / SECTION -A (SEE \ DETAIL WP02) / / ° / • SELF -ADHERED FLASHING i NAILING FLANGE SELF -ADHERED FLASHING O • . z DO NOT FLASH OVER i / SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING �® ACONT. GALV. ""L"" ASPHALT SEALANT: EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER• WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 'a.`k " '"^''' FLASHING W/ TAR VERTICAL RISE OF •i. iJv:i'1 tiila• FLASHING AT KNEEWALL •w':;>'.;`r µ`YS .a;';t` CONT. GALV. "L" FLASHING PER - DIVERTER MANUFACTURES FLASHING `y SEALANTSPECIFICATIONS M/�s„ ;..: : �:3>. i • OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS FASCIA UNDERLAYMENT (REFER TO COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. ;,a,;fa:.:• PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT: GALV: "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH ::,;ti OVER ROOF ;; ?�: �° " • SHINGLES W/ TAR AA rirn .r' :::: •: w ti� a�' ,� a� : HOLD EXTERIOR ° FINISH 2" ABOVE n %V, n n ti,.�.�,.. °:`.,� a ROOF SHINGLE PER GE u:rc'{ r: r :: : : . •� i .: n : CONTRACT ��o FLASHING ;N, e. ° METAL IP EDGE TO BE UNDER •s ; ; ..;•...; �h,� ,9 h/�,, UNDERLAYMENT AT CAULKING >a..> :`>,:`, i ' >' �Fq q� 9C+ G'��c ROOF EAVES � \\> '.:• t ft 7` tp ` f` Y5 7 �� ✓OfAC•s NC ?001 o •:.: Kr4utr'.> :�' C`'s�Df�� Pp O �PoBo*l TYPICAL ROOF TO R�otioo 2 — 5� 4 4 5 WALL FLASHING DETAIL O R a ° q% T5�� C �j\A c 3f 20 G2Np GpU� C co RAKE METAL DRIP EDGE 22 29' TO BE OVER 5' 2 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER' SHINGLE FIGURE 2: WALL FINISH WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: COURSE USED. EXTEND MIN, 6" ABOVE EMBED EACH SHINGLE INA 2" FLASHING DO NOT NAIL WITHIN 6" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN PER CEMENT. SPECS. 6" HIGH DIVERTER 0\11 CUT 2" DIAGONALLY OFF 6 FLASHING UPPER CORNER OF GALV.'L° FLASHING TRIMMED SHINGLE TYPICAL. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 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 / 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP 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 • KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE iUBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. ftTl,GARAGE LE x ro • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REWSED 0 � NCD 00) DAVIS BEWS DESIGN GROVP 0 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVF0EWS.CQM TAMPA • DEtVVFPI. �^ YJ m �Mn M ` O J U. z �. � Q . O O C70% Ln 1�.OD � H �9000 > HV. 4 Z0 <M 4 It imm • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REWSED Ln 0 � Z DAVIS BEWS DESIGN GROVP Q 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVF0EWS.CQM TAMPA • DEtVVFPI. EST. 1994 Ln 0 � Z w Q OC) � m � O � z O C70% Ln J � H OO HV. 2582 • 717LE FLASHING DETAILS Li ELECTRICAL 0 DUPLEX CONVENIENCE OUTLET A/c (2) A/C PISCONrL W.P. A/C DUPLEX OUTLET ABOVE COUNTER FLOOD LTS. (2) A/C N PREWIRE FOR HORIT GF.I. DISCONN, DIRECT VENT DRYER HORIZ. WEATHERPROOF DUPLEX OUTLET PRE -WIRE WALL SCONCE W/ MAKE-UP WF. THRU EXT, WALL MAKE-UP v. SWITCH LIGHT GF.I. LIGHT F, GROUND FAULT INTERRUPTER DUPLEX OUTLET - — — -i r — — — HALF -SWITCHED DUPLEX OUTLET ( I I IA W.P. 220 V. LAW — — — - — — — SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOM J L— 220 VOLT OUTLET I10v STUDY WAIL SWITCH IN TRAY I �� W.P. I � � � ROUGH -IN I I I oH-a" HALF • 13 THREE-WAY SWITCH i I I OWNERS BATH FOR OPT. �- — PANEL BATH PORCH 1 14 FOUR-WAY SWITCH OWNERS SUITE \ D DIMMER SWITCH <N / HORIX �/ J FANLIGHT '0' I I FLOOD LTS. MAKE-UP I j I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE / I LIGHT WP• PRE -WIRE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE I ROUGH -N I ( I I I \ FOR OPT. ` I I W.I. COACH Ac. LIGHT FIXTURE WITH PULL CHAIN ' PENDANT I II AT 4811LIGHT TRACK LIGHT I FANILIGHT \ I I I_ (VERIFY F- _ _ — _.._ — _ _ { ( -- I LOCATION), I GF.I. AT 48 FLUORESCENT LIGHT FIXTURE \ . \ I sa I I >� I GSC. VERIFY ALL 4 EXHAUST Far, I T — _ _ — I I i CM FOYER PGD. OPENER ENERFaI� I o BSE WARD -WIRED EXHAUST FANLIGHT COMBINATION — J 1 ' gp CH 69\ ® ELECTRIC DOOR OPERATOR (OPTIONAL) ai CHIMES (OPTIONAL)•— --. ` ` / \ I ^� GC. VERIFY LOCATIONof C1 PUSHBUTTON SWITCH (OPTIONAL) I WP. KEYLESS PAD FOR CARBON MONOXIDE DETECTOR GF.I. I l �• I — I GARAGE DOOR OPENER su SMOKE DETECTOR WAATL &" UP To I I 11 1 SMOKE / CARBON MONO. COMBO DETECTOR I ---- \ REC. CAN / I ��, ✓ I � I� Ni �.-' LIGHTS UP To ( 1 I 1 /.I 1 KJ TELEPHONE (OPTIONAL) I � FM/ LIGHT Rol 1 ® TELEVISION (OPTIONAL) ' ( LANAI I GF.I. AT 32" ` � I o THERMOSTAT W/FAN I I DINING _ KITCHEN STD. LIGHT <\ � OPT. / jp ELECTRIC METER I I I I --� _, •L ELECTRIC PANEL \ / 1 MT. FAN GATHERING ROOM I rCO;1 I ' ` ��� G.C. VERIFY SWITCH 'Q) IGF.(. GF.I. 2 CAR GARAGE 1 _, G _ I AT 45 - DISCONNECT SWITCH I �/ J / I PENDANT I I FOR DISPOSAL 15 • I (VERIFY � BELOW SINK LOCATION) CAB � I f� SPEAKER (OPTIONAL) I \ c 1>I 1 IIOV A5V. INET FAN \ I 9 I 1 / J ROUGH -IN FOR OPT. CEILING I \ � � I � � 1 I O ,�✓ cG J I I I �C# w1NPow5 _'Il,t)' - L — — — - — — — — - • LNPEIFAT LIGHT FIXTURE W/ ROUGH--� OT. CEILING AN \ I � I OI I GF.I. GF.I. y GF.I. — GF.I.I ELEC. AT I48° NOTES ( II— — — — PANEL 200 AMP IMG 1, PROVIDE AND INSTALL GROUND FAULT -CIRCUIT -INTER RUPTERS (GF.I) AS INDICATED — _ COACH ___ ___ LIGHT ON PIANS ORAS ITEM N0.4 AND 5 BELOW INDICATES. FLOOD ITS.. PREWIIE FOR MICROWAVE PRE -WIRE WALL SCONCE W/0 OUTLET +1411 VENT HOOD AND GF.I. FOR 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE MICRO TO EXTERIOR FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCH TZ.E SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. J4" (UNLESS ABV COUNTERTOP) TELEVISION. ..14" G.C. VERIFY LOCATION OF 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALU. CABLE (it) WALL SCONCES AND SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE SWITCHES AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. A/C MAIN DISCONNECT .METER DISC. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING COMBO - SQUARE D ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM6, RECREATION ROOMS, REFER TO FLOORTYR 014 AND 12 COPPER TO CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 REQUIRED PANEL +10 COPPER r0 AMPS. WATER HEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GP -I) SERVICE BY D '8 COPPER TO RANGE SERVICE BY 6. IT 15 THE RESPONSIBILITYOF THE LICENSED ELECTRICIAN TO ENSURETHAT ALL POWER COMPANY +4 COPPER r0 5/8" GROUND RODALSO SERVICE TO BE 5oNDED ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 10, N.E.C. 2011, F.B.CR. - VH To FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1, EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACI ED GARAGE SHALL HAVE AN OPERATIONAL- CARBON MONOXIDE DETECTOR INSTALLED WITHIN I0 FEET of EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES. NOTE: 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS $HALL HAYS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. CODE, LOCAL CODES, AND THE LOCAL POTTER COMPANY. wwwwww�w�w wrrwwaw�� • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED K ro w DAVIS BEWS DESIGN GROVP N� M 150 STATE STREET EAST QLDSMAR, ROR117A 34677 813. 92'5. 1300 TEL $13.9225.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DE1V V1r1Z -, ESM 1994 - N� d' MM Y/ c) ri L �LLW L L Q. 00 0 .�E �0 LL +� woo wwwwww�w�w wrrwwaw�� • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 0 � Z C:) O C) oC m p� C:) � z a, O Ln J H Q O � 2582 • TITLE • MAIN FLOOR ELEC. PLAN N FLOOR ELECTRICAL PLAN A GARAGE LEFT �" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST QLDSMAR, ROR117A 34677 813. 92'5. 1300 TEL $13.9225.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DE1V V1r1Z -, ESM 1994 - 0 � Z C:) O C) oC m p� C:) � z a, O Ln J H Q O � 2582 • TITLE • MAIN FLOOR ELEC. PLAN N FLOOR ELECTRICAL PLAN A GARAGE LEFT �" L C I fRICAL <E*r f$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED 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 i RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN (� EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) ID PUSHBUTTON SWITCH (OPTIONAL) CANON MONOXIDE DETECTOR s� SMOKE DETECTOR sc SMOKE / CANON MONO, COMBO DETECTOR Q TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT RT ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEII_IN5 FAN V J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - O N So ? PROVIDE INSTALL GROUND AND 5FAULT CIRCUIT -INTERRUPTERS (G.F.I) AS INDICATED BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES ... LOOR:SWITCHES.... 42" OUTLETS..... 14" TELEPHONE• ..14" (UNLESS ABV COUNTERTOP) TELEVISION., J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DET_ CE TORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GP.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECMCIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, NEC. 2011, F$.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5URNING NEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARM MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAR" MONOXIDE ALARMS SHALL BE LISTED OR LA5ELED 5Y A NATIONALLY RECOGNIZED TESTING LABORATORY. PREWIRE FOR PREWIRE FOR WALL SCONCE W/0 WALL SCONCE W/0 SWITCH G.C. VERIFY LOCATION of (12) WALL SCONCES UPPER FLOOR ELECTRICAL PLA GARAGE LEf • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE S P EET EAST OUX MA& FLORIDA 39677 813. 9Q5. 1300 TEL 813. 925. 1800 FAX W W W.DAVWEWS.COM TAMPA • MENVOL -- EST. 19" F o -- K m C N °D Y+ IL � �Mrni LL � LL �.. L a Q • O 0 _�00 O 0 �N �► waw zQM It PREWIRE FOR WALL SCONCE W/0 WALL SCONCE W/0 SWITCH G.C. VERIFY LOCATION of (12) WALL SCONCES UPPER FLOOR ELECTRICAL PLA GARAGE LEf • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED r•rru•owrrw� 2 on 5ot. • • T1 TLE • UPPER FLOOR ELEC. PLAN DAVIS BEWS DESIGN GROVP 150 STATE S P EET EAST OUX MA& FLORIDA 39677 813. 9Q5. 1300 TEL 813. 925. 1800 FAX W W W.DAVWEWS.COM TAMPA • MENVOL -- EST. 19" F o -- r•rru•owrrw� 2 on 5ot. • • T1 TLE • UPPER FLOOR ELEC. PLAN 141-411 1/ 151 "811 1 FRAMING FAFENER CAPACITY LEGEND �j SIMPSON MTSMI6, 20 - (1)10d w/ (4)1/4" x 2 I/4" TITEN ITYP, @ SIMPSON HIO - (8) 8d X 11/1" (TYP, 5YP FRAME) FRAME TO MASONRY) SIMPSON MGT - (1) $/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO SIMPSON METAIS-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 SIMP50N M1612 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME 19 6IMP50N ST6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) ALL-AROUND) O 5IMP50N M5TAM24-19110d w/ (5)1/4" x 21/4" TITEN (TYP. 14 SIMP50N L6TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) (MIN) INTO MASONRY K.O. BLOCK SET IN SIMPSON SET EPDXY. 6IMP60N LTT205 - (10)-10d + 112" x 10" A.B (TYP. FRAME TO 15 SIMPSON HT520 - (24)10d 11/2" or (20) I0d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) 5IMP50N HETA20 - l9) -10d x 11/2" (TYP. 5YP FRAME TO 0 16 SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) x 5" TITEN5 INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1 SIMPSON HTV lU 5/8" At AB1816d BOLT IN SIMPSON SET It ® - a. . + - EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K0, 0 l21 5111P50N 1-11518 - ll4)IVU I I/2 Al EA. STRAP ITYP. 5YP FRAME TO FRAMED BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) SIMPSON WT520 - (24)10d 11/2" ATEA. STRAP (TYP. 5YP FRAME SIMPSON MGT - (1) $/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2 -PLY 19 6IMP50N ST6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY) (39650) SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS ® SIMP50N MGT - (1)5/8 DIA, x 6" ATR + 22-10d EMBED ATR 5 5/8" (3) 5IMP50N HT520 - (24) I0d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® SIMPSON MSTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 51MP60N PTS20 - (24)10d 1112" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) �SIMPSON LGT3-5D5 25 (12) -SDS 1/4" x 2" INTO GIRDER AND (4) 3/811 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1 SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE (TYP, FOR 3 -PLY TRUSS HEEL MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES HTT5 - (l) 5/8" DIA. AB.+ 26-16d BOLT IN SIMPSON SET (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT �IMP5ON PDXY EMBED AR 5" (MIN) INTO CONCRETE OR 12" (MIN) INTO O SIMPSON HT5MI6 - (8) 10d w/ (4)1/42 1/4 TITEN (TYP. 5YP FRAME TO MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 24 CMU, ALL-AROUND) @ SIMPSON HGT-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED AB, 25 5IMP50N M6TCM40 W/ (I4) -16d SINKERS AND (10) 4" x 2 TITEN • INTO MA60NRY KD. BLOCK 12" (MIN) SET BOLTS IN 6IMP50N SET SCREWS EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) SIMP50N MSTCM60 W1 (26)-Ibd SINKERS AND (14) " x 2 " TITEN 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MASONRY K0. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) `���� �:,. •••• �//�ei�� NOTES: r l TRUSSES ARE SHOWN A5 PROVIDED BY THE MFGR CONTRACTOR SHALL = 4 0 -co REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION Y =w CC 4 ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR ;vr Z (� ,° Q e GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. ��; •, ��s�., 2. CAPACITIES ARE AS PER 51MP50N STRONG -TIE CATALOG (C -C-2015), ��io AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL ����� 1 1 t t �`,` CAPACITIES AND INSTALLATION CRITERIA I PROFESSIONAL ENGINEER TRU55 LDE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE65 NOTED OTHERNE: 1: ALL ONE STORY MASONRY TO TRU66 CONNECTIONS TO BE 51MP60N META20 (AT EACH / (1)10d x 1-1/2" (UND.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. X. / 9 10d x 1-1/2" (s*5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,$) (UN.O.) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HIDA W/ (18)106 x 1-1/211 OR SIMPSON PTS20 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 5IMP50N M5TCMb0 MAY BE SU55TITUTED FOR ANY 1474 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5PECIF=ICATION FOR SEDC Ei�S X w (TNE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - C NW M AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE Na) 0 0, SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS d LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). YAMM 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE Lot y� LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE &. �1w • . SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE 0 00 a 1NM LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - 3�E < IN - ATTACHMENT OR HT616 AT TOP CHORD SEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR SETTER . aOXT I- ' CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT U1/ 5/8" DIA, x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 24 CMU, ALL-AROUND) @ SIMPSON HGT-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED AB, 25 5IMP50N M6TCM40 W/ (I4) -16d SINKERS AND (10) 4" x 2 TITEN • INTO MA60NRY KD. BLOCK 12" (MIN) SET BOLTS IN 6IMP50N SET SCREWS EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) SIMP50N MSTCM60 W1 (26)-Ibd SINKERS AND (14) " x 2 " TITEN 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MASONRY K0. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) `���� �:,. •••• �//�ei�� NOTES: r l TRUSSES ARE SHOWN A5 PROVIDED BY THE MFGR CONTRACTOR SHALL = 4 0 -co REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION Y =w CC 4 ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR ;vr Z (� ,° Q e GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. ��; •, ��s�., 2. CAPACITIES ARE AS PER 51MP50N STRONG -TIE CATALOG (C -C-2015), ��io AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL ����� 1 1 t t �`,` CAPACITIES AND INSTALLATION CRITERIA I PROFESSIONAL ENGINEER TRU55 LDE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE65 NOTED OTHERNE: 1: ALL ONE STORY MASONRY TO TRU66 CONNECTIONS TO BE 51MP60N META20 (AT EACH / (1)10d x 1-1/2" (UND.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. X. / 9 10d x 1-1/2" (s*5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,$) (UN.O.) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HIDA W/ (18)106 x 1-1/211 OR SIMPSON PTS20 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 5IMP50N M5TCMb0 MAY BE SU55TITUTED FOR ANY 1474 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY INCLUDED ELEVATION W/ SECOND SUITE TRUSS STRAPPING PLANS GARAGE LEFT oil �11t oil 11 X11 Vortex Engineering, LLC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL# 58683 - COM 28035 - Paul D, Kidwell, PE,' - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51(59 AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITIOW. THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRI)55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEAR N6 CONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY TITLE • TRUSS STRAPPING PLAN • SHEET • FLOOR TRUSSESTR 5PECIF=ICATION FOR SEDC Ei�S (TNE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 51-STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.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 TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD825600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON 1-4U/HUC28 AT FACE ATTACHMENT OR HT616 AT TOP CHORD SEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR SETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT U1/ 5/8" DIA, x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: TH15 15 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) SIMPSON 8D525600 SCREWS ATEA. STUD 06" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D, HU/HUC28-2 OR HU/HUC2 -3 MAY PE US FOR 2 Y OR 3 PLY HANGEREP TRUSS ATTACHMENT RESPECTIVELY, U.N.O. 101916 INCLUDED ELEVATION W/ SECOND SUITE TRUSS STRAPPING PLANS GARAGE LEFT oil �11t oil 11 X11 Vortex Engineering, LLC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL# 58683 - COM 28035 - Paul D, Kidwell, PE,' - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51(59 AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITIOW. THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRI)55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEAR N6 CONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY TITLE • TRUSS STRAPPING PLAN • SHEET • FLOOR TRUSSESTR 1ll_1 l -I _. GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL) AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION6 FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES 5PECIPIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANG;=5 MADE AFTER TRU65 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPON518LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS -s THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED POR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE POR INSURING INFORMATION REQU3=STF-D ABOVE HAS BEEN SUBMITTED TD ENGINEER DP RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING M05T RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 53CS1 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 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 DP RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW: CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 5U15JECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE-5TRE85ED CONCRETE COMPONENT5 SHALL BE U5ED 4 INSTALLED PER MANUF A URER'S 5PECIPICATION5. PRE -CAST LINTELS HAvE BEEN REVIEWED 4 PLACED BASED ON DESIGN LL W IBL L INFORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTEL5 OR EQUIVALENT 15 REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURIEED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION P RP05E5 ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OP THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GiVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL IBE 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 WALL5 8 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 6 16" D.C. TO PROTECT FROM FALLiNG HAZARD • 1 4 2 STORY HOMES W/O HA5ITA5LE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALL5 4 CEILINGS TO BE 1/2" DRY LL. • 2 STORY HOMES W/ HA ITAB E ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAMEGARAC;sE WALLS,O BE /2 DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE "1/8" STUCCO OVER 15/32" 058. ROOFING 8 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOPING NAILS, MINIMUM 12 GAUGE. 8905.2.5.1 • 5HINGLE UNDERLAYMENT: MIN, 300 PELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.1. • TILE UNDERRLAYMr=NT: PEAL 4 STICK ROOF MEM53RANE 'INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO SE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK STONE: • 5RICK/5TONE SHALL 8E SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X(o"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 'm 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER 8-I.A. 4 F.B.C. CRITERIA OR BY OTHER5. • AT FRAME, USE 5X5 X3/8 STEEL ANGLE W/ 3/8 DIA. X 411 LAG SCREWS e 1211 O.C. W/ 411 LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 P.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRiCK/STONE DE51GN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATION5 HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONE. • 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 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRiCK MA50NRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S 5PECIPICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 RREFEiRENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STR,ICTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONGSVE INSTITUTE OF MASONRY 5TRICTUIRE6(TM6 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRT CT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403) 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM' DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF 5TRUCTURRAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRJ55ES BY THE M55 PLATE INSTITUTE (TPI) LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTIRUCTION (ND5) LATEST EDITION. i.5. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DE61GN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF 5URRFACE LIVE: 20 PSF ROCP 5U FACE DEAD: -I P5F FOR 5HIW;sLE OR METAL, 20 PSP FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 P5F ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 PSF 2.2. FLOOR LOADING: GENERAL LIVE: 40 i GENERAL DEAD: 15 PSF MIN BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 5O P5>= ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 23. OTHER LOADING: GUARDiRAiLS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 5O PSF STAIRS LIVE: 40 PSF 2.4. NOTE ALL FOOTNOTES AND LIMITATIONS L15TED IN THE FBCR TABLE 8301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECO I-ENDATIONS 2.5, WIND LOADING SEE TABLE FOR CRITERRIA. 3, SOIL 3.1. MINIMUM ALLOWABLE SOIL PR7=55URE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED REJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOiL BEARING PIRE55UFiE OF 2000 PSF. 33, 1T 15 THE CONTRACTOR'S PE51PON5I5ILITY TO VERIFY 501L CAPACITY 4 COMPACTION. 4, CONCRETE: 4.1. OPERATION IN5TALLATION 4 PI;CCEDURE TO =IPLY WITH ACi 6TANDAR35. 4.2. CCNCRETE 4 MINIMUM C0"fPRE551VE STRENGTH C- 2500 psi 9 26 DAYS (UN.O.). 43: REINFOR:EMENT REBAR5 A5TM 4615 GRADE 60 (UXO.) 4.4. HELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4.13. USE 0.11% BY VOLUME MINIMUM (1.5 L55 / CU YD) 4.5. LAP 5PLICE5 B HOOKS SEE TABLE. 5. MASONRY: 5.1, MASONRY CONSTRUCTION d MATERIALS SHALL CONFORR'1 TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRICTURES (ACI 530YA5CE (o/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAI;VIiGTON HILLS, MICHIGAN: 8 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIR31NIA: EXCEPT AS MODIFIED BY THE REQUIREMENT5 OF THESE CONTRACT DOCUMENTS. 52, GENERAL SPECIFICATION FCR MASONRY STRICTURES: 52.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT RR SQUIRED BY ENGINEER FOR THIS REJECT. 5.2.2. CO IPRE551 VE STRENGTH REQUIREMENT 15 f'm =1500 95. 523, DETERMINATION OF CO-FFE551YE STRENGTH 15 THE ALLOWABLE STiRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 52.5. QUALITY ASSURANCE 15 NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH A57M 0416. GROUT SHALL BE 3000 951 UX0. 4 HAVE A SLUMP RAWE OF 5.3, 9UCT5: 53.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 53.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN: CONCRETE MA5CNRY UNIT, 5.33. RI=INFORCEMENT, PRE-5TIES5ED TENDONS, e METAL ACCE65ORIES 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. 53.6. CCATIW.3 FOR CORROSION PROTECTION 15 NOT APPLICABLE. 53.1. CORROSION PROTECTION FOR TENDION516 NOT APPLICABLE. 5.3.8, iRE-5TRE551NG ANCHORAGE, COUPLERS, 8 END BLOCKS ARE NOT AFIFLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10.. LINTELS TO BE BY CA5T-CRETE UNLESS NOTED OTHEiRW15E. 5.4. EXECUTION: 5.4.1. PIPES 8 CONDUITS ARE NOT AFf ILICABLE. 5.42. ACCESSORIES ARE NOT APPLICABLE. 5.43, MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE65 CLEARLY DELINEATED AS "iREQ'D SAA WHEN USED, MASONRY CONTiROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TM5 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTEiRNATIVE ACCEPTABLE CONTROL JOINT TYRES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL. JOINT (3/517, AND 'MICHIGAN CONTROL JOINT' 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER 5HALL BE DRE55ED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURERS ASSOCIATION. 62. ALL LUMBER SHALL BE SOUND, 5EASONED, 4 FREE FROM WARP. 63. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED a SEAM OR GIRDER M65 BEARING LOCATIONS. UNLESS NOTED OTHERJIBE. 6.32. NOT USED 633. NOT USED 6.3.4. ALL TRI55 BRACING LUMBER SHALL BE 5 -Y -P 02 OR BETTER 6.3:5. INTERIOR LOAD BEARING IIF APPLICABLE) WALLS STUDS TO BE SPACED e 16" O.G. 4 SHALL BE S.Y.P. OR BETTER 6.310. TYPICAL AT ALL LOAD BEARING S.Y.P COMPONENTS, 02 GRADE SHALL BE USED POR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE UXO. 63.1. INTERIOR NON -LOAD BEARING WALLS 5HALI BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 6 MID -HEIGHT, 8 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. AS SHO.I.N IN DRAWINGS, 63.9. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP PLATES 8 SHALL BE FASTENED PER P/53. 50TTOM P..ATE5 5HALL BE 5.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 50000 TO BE CONTINUOUSTHRU TOP PLATE TO GIPOER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRRETE SHALL BE 9RE55URE TTREATED OR NATURAL DURABLE WOOD. 6.5. F'RESS RE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREEATMENT IN ACCORDANCE WITH F.S. i1 -W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQ.IALITY MARK L9-2. 6.6. ALL 5HEATHING TO BE 5PAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING To INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.0.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTAC.NMENT, SEE TYPICAL NAILING 50HEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED 5HEATHING 5U9PORTED OVER 24" MAX. SPAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24" MAX SPAN, 6.62. WALL: 1/16" MIN, THICK SUPPORTED OVER 24" MAX. SPAN. 6.63, FLOOR, CANT, VINYL, WOOD, ETC., 3/411 MIN. TONGUE k GROOVE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MAF5LE, ETC., SEE MANUFACTUIRERR5 RECOMMENDATIONS. 6.1. ALL NAILING 8 BOLTING SHALL CO'FLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRICTION REQUIfiREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8. ALL CONNECTION HAIRDWAPRE SHALL BE GALVANIZED 4 5UPP1_IED BY 51MP�- STRONG TIE CO., USP, OR EGIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTICN HARDWARE TO ENGINEER "APPROVAL. 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 RECCMMENDATIONS 4 SHALL BE UTILIZED AS THE PEIRMANENT BRACING FOR THE ROOF SYSTEM (U.N.0) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRICTION. 6.11. INTERIOR SHEAR WALL SHALL BE CONSTR IGTED BY ATTACHING 1/16" APA RATED 5HEATHING TO ONE SIDE WITH NAILING PATTEiTI PER 0/52, ATTACH TO SLABWITH 1/2" DIA. x 10" A.B. 6' 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 50525600 0 24" O.G. MAX TO FLOOR TRI55ES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE 6 24" O.C. A5 TER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED POR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 RODE DOWNSPOUTS SHALL D15CHARGE a LEAST 1'-0" FROM BUILDING 51©EWALL5. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL R15ERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEWALLS. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE 185UED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM G MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE 15BUED TO THE BUILDING DEPARTMENT BY A LICEN5ED PEST CONTROL COMPANY 15EFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE (BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WiTH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROP05ED BUILDING 5PECIFICATION FOR BUGK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS • IF lx - ATTACH WINDOW THROUGH BUCK TO MA5ONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MA50NRY w/ 1/4" x 3" MA50NRY ANCHORS t 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) L I> I I TAT I ON5 (THE FOLLOW SHALL A FLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHIETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. ( Y • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KC BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 511. • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA: A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF I" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN BET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5PEC.PGATION FOR LANDING5 4 STAIR CON5TRUCTION (THE FOLLOWING 514ALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 *22 SYR. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• a MA50NRY/CONC. WITH 4" DIA X 3" TAPCONS AT 6" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG). •• Q WOOD WITH (4) 0.131 X 3' NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• a GONG. W/ 4" DIA. X 3" TAPCON5 6 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRU55/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. 6 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 "2 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" R.S. END NAILS AT EACH LANDING J015T, 4 (2) 0.131 X 3�" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAIL5 AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX: ••• ' X 3" TAPCON5 ,@ 8" O.C. STAGGERED -0 MA50NRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 8 SECTION R312. "FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION 5A5ED ON LINEAR INTERPOLATION PER FIGURE R3012(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014)." * * * * * * * * * * * * * ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF ® 10 SQFT +28.8/-117.9 PSF @ 20 SQFT + 26.7 /-109.8PSF © 50 SQFT + 22.5 /-100.1 PSF Q 100 SQFT + 20.4/- 92.4 PSF WALL ® 10 SQFT + 50.0/- 67.0 PSF @ 20 SQFT + 46.6 /- 62.7 PSF © 50 SQFT + 44.9 /- 57.2 PSF ® 100 SQFT + 42.4/- 55.5 PSF © 500 SQFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH +44.6/-49.7-PSF 10' WIDTH + 43.9 /- 49.2 PSF 12' WIDTH +43.2/-48.6 PSF 16'+ WIDTH +42.2/-47.8 PSF 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 D15CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY •. •' '•. L Uj s �v. p .. s O I. g o � C7 � O oz un LU `l W Q V •GG _1I. LJI�il mm Vol z 0 U) 0 LU0 DATE 00-30-17 SCALE N07'j5D DRAWN MK/1=0K JOB Sheet content: 5tructural Notes Sheet number: N 1 141-30 (SEE % _H1=DULl=) 51MP50N META20 a EA.5TUD w, MOISTURE BARRIER 811X81'X1(o1' K.O. BLOCK W/1 05 CONi (I)S VERT, IN CONG-FILLED CELL 4 FILLED W/2500 P51 GROUT , +. W/ STD. 90° HOOK IN K.O. BLOCK HATCWNG-LEGENI) NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN, F Kneewall Above Masonry Wall Detail (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S_1 SCALE: NTS i :d� PRE- ENGINEERED WOOD GRADE 60 TRUSSES Q 24" O/C BEND DIAMETER la LAP SPLICE UPLIFT CONNECTOR (SEE TRUSS LENGTH (TYP.) BEE ELEV. SHEET FOR SCHEDULE) ACTUATED PINS G PER ENERGY SIMPSON SP2 s EA.STUD --�' IIE2 �1 11/-�I 1116" APA RATED 5HEATHIN "A11 SEE SCHEDULE FOR DOUBLE 112X11 11t"111 FASTENING S.P.F. TOP 11/8 PLATE 15 2X4 Pt STUDS -S 1611 O.G. OR CRICKET AS 41/4 91/4 (1)2X4 PT STUD Q 24" O.C. REQUIRED \ d UNDER COMMON TRUSS WI(2) V [ 2X4PT STUDS UNDER HIP . 4 'I CARRIER/GIRDER TRU55 P ° ° •' .1 51MP50N 5P1 s EA. STUD 31/8 :.:. MAIN SPAN ROOF TRU55 25 2x4 Pt. BTM. PLATE W/ 1 151/2 1/2" DIA.x(o" A.5.6 24" O.C. UPLIFT CONNECTOR (SEE % _H1=DULl=) 51MP50N META20 a EA.5TUD w, MOISTURE BARRIER 811X81'X1(o1' K.O. BLOCK W/1 05 CONi (I)S VERT, IN CONG-FILLED CELL 4 FILLED W/2500 P51 GROUT , +. W/ STD. 90° HOOK IN K.O. BLOCK HATCWNG-LEGENI) NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN, F Kneewall Above Masonry Wall Detail (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S_1 SCALE: NTS i :d� GRADE 40 GRADE 60 SAR SIRE BEND DIAMETER LENGTH LAP SPLICE SEND DIAMETER LENGTH LAP SPLICE ACTUATED PINS G PER ENERGY "A11 IIE2 �1 11/-�I �1p11 "A11 °a ° v I 11t"111 "3 11/8 . 15 21/4" 41/4 91/4 188 \ d \ I V [ 9"4=21/2 I9 . 4 'I '- a ,. P ° ° •' .1 4. Q S-2-1/2" 31/8 1 11 3/4 25 3 3/4" 1 151/2 v "6 33/4 8 1/16 14 30 4 1/2" 81/16 181/2 36 01 43/6 1313/16 16 1/2 e \� d �• I 5 1/4" ALR �� 42 A.; - - - - LAP SPLICE LAP EMBEDDED STD. 900 HOOK STD. 1800 HOOK - - - 9" REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 SAR SIRE BEND DIAMETER LENGTH LAP SPLICE SEND DIAMETER LENGTH LAP SPLICE ACTUATED PINS G PER ENERGY "A11 IIE2 �1 11/-�I �1p11 "A11 11511 SICi1 11t"111 "3 11/8 411/4 1 15 21/4" 41/4 91/4 188 "4 2 1/2 5 5/8 91/2 20 3" 5 5/8 12 1/2 24 "5 31/8 1 11 3/4 25 3 3/4" 1 151/2 30 "6 33/4 8 1/16 14 30 4 1/2" 81/16 181/2 36 01 43/6 1313/16 16 1/2 35 5 1/4" 1313/16 21 3/4 42 08 - - - - 8" 11:25 243/4 48 09 - - - 9" 12.66 26 54 "10_ FOR LOCATIONS _ _ - 10" 14.06 31 60 +11 - _ _ WALL. (REFER TO FND 4 11" 15.46 341/4 (06 FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE SPH4 CONNECTORS SHOWN. BRG. TRU55 BRG. FOR WALKS LARGER THAN , Rebar La ,Embedment & Hook Schedule 2x8, USE SIMPSON SPI15 ON u $ 1 SCALE: NTS SEE PLAN 5EE PLAN J BOLT W/ NUT 4 WASHER (REFER TO EACH SIDE OF STUD TO NOTE: BOTTOM PLATE 4 SIMP50N DOOR MANUFACTURERS INSTALLATION HATCHING LEGEND REGARDLE55 SP2'S ON EACH 51DE OF S VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATE5. REINF. GROUT "AT 2x6 WALLS USE 5PH6 WALL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR '° CONNECTORS IN LIEU OF INTERIOR LOAD PLANS, WALLS -_-- SPH4 CONNECTORS SHOWN. (SEE PLAN FOR SIMPSON SPH4 w/ a (SEE TRUSS SHEET BEARING WALL SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-106 NAILS SEE TRU55 SHEET FOR • NOTE: AT 2x8 WALLS USE 5PH8 STUDS a 16" O/C ADDITIONAL STRAPPING FOR SCHEDULE) ROOF TRUSSES ° a "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF (W/0 UPLIFT) EITHER COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 6PH4 CONNECTORS SHOWN. DIRECTLY OR STUD BEARING WALL (SEE - MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) SIMPSON SPH4 WK12) 10d FOR WALLS LARGER THAN TO GARAGE CO MON NAILS A. STUD M L E D x USE SIMPSON 5 15 ON INDIRECTLY HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2"IDIA. x 8 2 8, E P 6P I'S TO ARE t0 BE INSULATE PER STUDS e 16 0/C A.B. AT 24 O.C. STARTING 9 MAX. 1/2" GYP. BOARD I/2" GYP. BOARD EACH SIDE OF STUD TO 1/2" DIA. x 8" HOUSE WALLS, BUILT AS CALC5/SPECS 1/2" DIA. x 6" TITEN HD Q 2411 TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS BOTTOM PLATE 4 SIMPSON TITEN HD a 48" IN5ULATE PER BEARING WALL O.C. POR A MAX. UPLIFT OF FASTEN PER MANUR MIN. AT EACH BOLT LOCATION, TRACK 4 I 6P2'5 ON EACH SIDE OF O.C. MAX (SEE CALC5/5PECS W/UPLIFT 1500 1_85. ON EACH TRUSS 5PEC5. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. I STUDS 16 O.C. STUD ITO TOP PLATES. FOUNDATION (1) SIMPSON SPH4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS 15ECURE PLATE W/ 10 1/2",DIA. U.N.O. PLAN FOR w/ 12-10d NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT J BOLTS 4 WASHERS 6 2 -0 INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL, CALCS./SPECS. ;EXCEPTIONS) NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN 1=0R CONT. 2X PT 501_1= PLATE PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE s 1 SCALE: NTS CONTROL, U.N.O." WALL THICKNESS) a4:,'a a, ;!. - .01101 (1) SIMPSON 5PH4 WK12) 10d ! DBL 5YP TOP PLATE 4"C'ONC. SLAB. SEE COMMON NAILS EA. STUD —I_ ' ° < ° - ° • `.FOR WOOD FRAME WALL TO �::y FOUND. PLAN FOR I FOOTING SEE i FOOTING SEE: FOUNDATION PLAN MA50NRY ATTACHMENTS THAT _.__,_ MORE INFO. FOUNDATION PLAN FOR —1 FOR SIZES 4 MORE OCCUR A LINTEL USE 1/2" x 6" I= EL v 0'-0" TOP OF SLAB III I IU SIZES 4 MORE INFO. 5P4 TOP - INFO. THREADED ROD SET IN,'�"°' r• "•:. Stud Part. Detail Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. n _ _ _ _ _ _". Load Brnn Interior Stu - SCALE: NTS ' •''' '*" • SPF FOUND. PLAN Without Uplift SCALE: NTS With Uplift 2 X 5.Y.P. STUDS G 16" O.C. - U.N.O. w '':••:'� �. p w FOOTING SEE •y.: N FOUNDATION PLAN FOR , ., . GLEAN 4 COMPACTED SOIL SHINGLE /TILE BOOP -SEE ELEVATION PAGES FOR MORE INFO. FASTENING t0 BE AS 12 PER MANUFACTURERS SPECIFICATIONS. SEE CONTRACTOR TO PRO VLDE MANUF. (TYP) ELEV. DOCUMENTATION TO INSPECTOR U TIME OF INSPECTION. INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT t0 COMPLY WITH FBCR PRE ENGINEERED WD 11 TRUSS 24 O.G. R-38 INSULATION OR PER ENERGY CALC5. META20 UNLESS NOTED OTHERWISE 5EE LOAD BEARING OR EXTERIOR WALL " ' 10" x 1/2" DIA. 11J11,' BOLTS 4 WASHERS '' 2'-0" O.C. (MAX) It 4 CENTERED ON WALL 2 X STUD 8" C. M. U. 1" X P.T.STUD VERT. IN FILLED CELL SIZES 4 MORE INFO. " j (95io MODIFIED PROCTOR PER ASTM D1551) Gara a Wall Section Brn Wall $_1 SCALE: NTS W/ Uplift Y•'',A 905.2.7. TRU55 SHEET FOR MORE INFO. FOR EXTERIOR K.O. CMU BOND ACTUATED PINS G PER ENERGY REVISIONS 48" O.C. OR EQUAL CALCS./5PEC5. a�e.�- �3 �. BRNG. OR GARAGE 1/2" DIA x 6" FLOOR (4) 10d NAILS EMBED ACI BRNG WALL TITEN HD TRU55 INTO DBL NOTE: ELEVATION VARIES En Z o O BRG, ~� OLID REGARDLESS OF ANY OTHER NOTE, ALL ++ 5YP LUMBER TO BE I OR BETTER :;; TOP OF MASONRY TITEN WD 48 O.G. IF 2 X P.T. PLATE SEE PLAN Q w _ EL 5OFFIT/FA5CIA LESS THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE t0 BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF '` ., EXTERIOR FINISH 1/2" GYP. BOARD TYP, SEE NOTE ON N-1 PAGE FOR GARAGE ELEVATION PAGES FOR SOFFIT/FASGIA DETAIL WITH UPLIFT. ' . ° . ' (5EE ELEVATIONS) PLATE W/ IO" I/2 1/2" GYP. BOARD APPLICATION VARIES SEE ROOF PLAN - - �.. e �'�'�" a :.: >' ° p'' ° GRADE DIA. "J BOLTS 4 DI WASHERS 6 4'-0` O.C. ." FOR LOCATIONS ... " ° . . —T (MAX.) CENTERED ON 2X 5.Y.P. #1 STUDS 16"O.C. 1x2 PT NAILER 8"x81" K.O. CMU BOND BM. w/ 1 - 15 BAR (1) SIMPSON SPH4 ' . ° p '' I " '; - I — I I- WALL. (REFER TO FND 4 DRAWN MK/PDK JOB _ CONT. (MIN LAP = 25") GROUT CELLS TYP 4 : pe' ° :,•p: P. •s. ° FLR PLN FOR WALL INSULATION OR PER ENERGY I/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. ° e' p e o^ °. = I I=I _ THICKNESS) CALCS./SPECS: WA INF. 00, VERT, LL RE 8"x8" PRECAST CONCRETE LINTEL d ° �° I I -III --I CONT. 2X PT 50LE PLATE EMBED ACI STD. HOOK WINDOW OPENINGS 5EE FLR PLN ° FOOTING SEE ° °' a p ' I I =I — 4"GONG. SLAB. IN BOND BM. "5 BAR FOR LINTEL SCHEDULE -a•� FOUNDATION PLAN FOR — — — — — T I — I SEE FOUND. PLAN FOR MORE INFO. PRECAST CONC SILL SIZES 4 MORE INFO. — I I ; 11 EL V 0 -0 TOP OF SLAB jAj CURTAIN NAILER PTI--_I—I i i I- �::,;`.'. �:• .; .;:..,•;,:;' ':• .,; :.+ .•,. '„ ;•...:' 1x4 WINDOWS 4 S.G.D. 05 BAR VERT. WALL REINF. CONI.NOTE: A •. 5TD. HOOK IN TO BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 lJAL1-5 •. ,•.•.. ; :,,• ,,.. ••.. ' . SEE FOUND. PLAN WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN W FOOTING SEE `, �'•:'• :: ; '. (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 5IMP50N SPI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON w FOUNDATION PLAN'.�•..� EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE f,t CLEAN 4 COMPACTED SOIL. 811x16" C.M.U. PER A5TM C-90 (TYP.) .: INFO. , , (95% MODIFIED PROCTOR PER ASTM D1551) 1x2 PT FIR STRIP 24" O.G. FM=1900 P.S.I. (MIN.) W/ TYPE M OR 5 MORTAR PER ASTM C-210 1x4 PT BASE NAILER lN5UL. PER CALCS. 4 SPECS 4"GONG, SLAB. SEE FOUND. PLAN ELEV 0'-0" TOP OF SLAB FOOTING SEE - - - FOUNDATION PLAN FOR SIZES 4 MORE INFO. ° 5!8" CEMENTITIOUS FINISH PER Typical Ext. masonry Wall Section FBCR 1036 S 1 SCALE: NTS CMU WALL -SEE PRE -FORMED CONTROL JOINT PLAN 4 SCHEDULE CAULKED JOINT W/----// 3/8" \-VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail $ SCALE: N.T.S. NOTE - SEE N -I FOR ADDITIONAL./ALTERNATE PARAMETERS, CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK Gell Garage Wall Section Brng Wall M1581NG ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/6" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION t0 THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.G. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" D.C. IF RESISTING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS CONT. 2X PT SOLE 4"GONG, SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL Y 01-011 TOP OF SLAB Ul :,': ' "'' •' SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brn . $ 1 SCALE: NTS --JW/O Uplift SCALE: NTS THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY 1/211 GYP. BOARD 24"OCDS Y•'',A 5ECURE PLATE W/ �. ti HILTI CF62 POWDER INSULATION OR K.O. CMU BOND ACTUATED PINS G PER ENERGY REVISIONS 48" O.C. OR EQUAL CALCS./5PEC5. M1581NG ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/6" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION t0 THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.G. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" D.C. IF RESISTING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS CONT. 2X PT SOLE 4"GONG, SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL Y 01-011 TOP OF SLAB Ul :,': ' "'' •' SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brn . $ 1 SCALE: NTS L-�Masonry Wall Reinforced Cell Detail $-1 SCALE: NTS i� EMBE STD. BON: 6x8 K.O. CUM BOND BEAM w/ I- S BAR CONT. PRE-ENGINEERED CONC. LINTEL - w/ 1- 05 BAR CONT, 15 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS S DOWELS 5EE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI "'; CLEAN OUT STP. HOOK IN .' FOOTING J, 0'-0" FINISHED ° •''°• FLOOR .»FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. ."°,...','� • 141' °.e N Masonry Column @ Lanai/Entry Detail S 1 SCALE: NTS -�- ---- -S BAR TRANSITION z ,.,.. ,...., 5TEEL ACI STD. w K.O. CMU BOND 1' r..: ' 4'• ' HOOK (TYP) luO BEAM U ,:' •w'� " `',: YERT. WALL REINF. 05 BAR TRANSITION A A STEEL ACI STD. HOOK (TYP) •.. p Mason Transition Detail $ 1 SCALE: NTS CELL To BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF ' USE SIMPSON 5E7 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDI` 5" 51MP50N SET EPDXY EXISTING MASONI BOND BEAM OR SLAB NOTE: 155INGPOOWEL�S: WHERE FOOTING DOWELS LACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W1 GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCHORS: TRUSSES WHICH ARE PLD C SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE SIMPSON HT5MI6, MAX. CAP IS 1115. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S 1 % SCALE: NTS TOP TIE BEAM "5 VERT. CORNER -� CELL FILLED W/ CONCRETE cv = S LAP —CONT. S 25" LAP R Corner Continuity Detail S 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES 10" MIN. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, Y•'',A fir.' . .h. .• .• : �. ti HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED K.O. CMU BOND PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY a�e.�- �3 �. ...... s• • BEAM EMBED ACI z . STD. HOOK IN Z o O LU ~� OLID h� ¢ Q BOND BM. w Q w _ EL JOVE 05 BAR VERTICAL WALL REINF. rn� *; .. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS -Jl DATE 08-ata-li SCALE N07'Fp DRAWN MK/PDK JOB _ *5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, CLEAN OUT EMBED ACI J, 0'-0" FINISHED 5TD. HOOK IN a . �' ' FLOOR FOOTING FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. L-�Masonry Wall Reinforced Cell Detail $-1 SCALE: NTS i� EMBE STD. BON: 6x8 K.O. CUM BOND BEAM w/ I- S BAR CONT. PRE-ENGINEERED CONC. LINTEL - w/ 1- 05 BAR CONT, 15 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS S DOWELS 5EE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI "'; CLEAN OUT STP. HOOK IN .' FOOTING J, 0'-0" FINISHED ° •''°• FLOOR .»FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. ."°,...','� • 141' °.e N Masonry Column @ Lanai/Entry Detail S 1 SCALE: NTS -�- ---- -S BAR TRANSITION z ,.,.. ,...., 5TEEL ACI STD. w K.O. CMU BOND 1' r..: ' 4'• ' HOOK (TYP) luO BEAM U ,:' •w'� " `',: YERT. WALL REINF. 05 BAR TRANSITION A A STEEL ACI STD. HOOK (TYP) •.. p Mason Transition Detail $ 1 SCALE: NTS CELL To BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF ' USE SIMPSON 5E7 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDI` 5" 51MP50N SET EPDXY EXISTING MASONI BOND BEAM OR SLAB NOTE: 155INGPOOWEL�S: WHERE FOOTING DOWELS LACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W1 GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCHORS: TRUSSES WHICH ARE PLD C SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE SIMPSON HT5MI6, MAX. CAP IS 1115. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S 1 % SCALE: NTS TOP TIE BEAM "5 VERT. CORNER -� CELL FILLED W/ CONCRETE cv = S LAP —CONT. S 25" LAP R Corner Continuity Detail S 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE66 APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT: IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY a�e.�- �3 �. ...... s• • 6�"t • F ' E z Z o O LU ~� OLID h� ¢ Q 1 w Q w _ EL JOVE rn� -Jl DATE 08-ata-li SCALE N07'Fp DRAWN MK/PDK JOB _ Sheet content: Structural Details sheet number: 51 SEE TRU55 SHEET FOR 5TRAP FASTEN EA. STUD TO TOP PLATE w/ 51MP50N 51*2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGES w/ (3) 16d TOENAILS EA. END 51MP50N 5PI w/ 10-10d NAILS EA. STUD FO 5TU 5 BELOW HDR. (2) 51MP51ON 5P4 w/ 6-10dxl 1/2 NAILS EA. STUD INSTALL 1/211 X 6" THREADED ROD IN SIMPSON SET EPDXY 's 2'-0" O.C. (MAX) CENTERED ON WALL. GMU WALL - 5EE ---� 2X PT B Structural Kneewall FLOOR PLAN FOR BOTTOM 8.2 SCALE: NTS MORE INFO, PLATE _ 2X BEARING WALL W/ STUDS A 16" O.G. 1/16 APA RATED WOOD SHEATHING 2x6 50LID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS EA, END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS SIMPSON C516 EA, STUD TO BASE OF 2x4 RIBBON BELOW TO TYPICAL 2-5TORY WALL % FOR INFORMATION NOT d Cantilevered Floor Truss Over Wall __ _____ . , I I .1117 1 1 Y.. 2 1 11 1 SIMPSON MT516 6 I— EACH TRU55 DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) - 2-2"x4" BLOCKING ROOF TRUSS. 2X 6 16" O.C. ROOF TRUSS. O.C. ON TOP OF IN LIEU OF 5PH4 RAT 4 2X4 RAT RUN TRU55 PASUNS 51MP50N L5TAI2 a EACH ATTACH TO 2X BUCK. III WITH 4-16D COM BOTT. CHORD FOR 4 TRUSS WOOD TRU55E5 2x BOTT. PLATE PRECAST AT 2x WALLS THAT ARE WIDER THAN 2x4 WALLS USE 5PH5 2X4 BLOCKING Q _.,.. 3-0.131 x 31/2" 24" O/C W/ 3-0.131 x STUD OR EQUIV. 3 1/2" R.S. CONNECTORS IN TOENAILS 6 EACH WALL W/ STUDS TOENAILS LINTEL. SEE 1/2" HIGH LIEU OF 5PH4 STRENGTH OR OVER BLOCKING m 1611 O.C. RIPPED DOWN 5/8" GYP. FLOOR PLAN HETA 12 a 24"0,C. ENE) 2x FRAME WALL FROM END OF BUCK. (TYP. ALL 2X WINDOW EA. TRU55 FOR MORE INFO. EACH SIDE OF STUD TO SHOWN. FOR WALLS I ROOF TRUSS BY ROOF �---- ilk I�s /................... .� 51MR50N SPH4 W LARGER THAN 2x8, TYP. LOAF - 55ARING WALL W TRU55 MANUR 1/411X 3 1/2" NOTE: 5TUD TO TOP PLATES. USE 51MPSON 5PI'S NEEDED TO MEET STRAPPING. AT 2x6 WALLS USE 5PH6 IN UN.O." MASONRY SCREW "TYPICAL AT TYP. LOAD BEARING WALL ON EACH SIDE OF POCKET --- LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 CON5T. 2"x4" 6 16" O.C. (SINGLE el � 5ll O.C.ALL LOAD 5'-0` USE (2) SIMPSON C516 STUD TO BOTTOM SLIDING PRE-ENGINEERED BEARING 5YP, FLOOR J015T PLATE 4 SIMPSON BOTT. PLT., DOUBLE TOP PLT.) ROOF TRUSSES PRECAST Dormer Knee Wall Attachment Detail ATTAN,PAD BLOCKING 5P2'5 ON EACH F "2x " KING STUD CONCRETE 6 411 O.C. GRADE SHALL S 2 SCALE: NTS LINTEL. SEE BE USED FOR 2x8 LEDGER W/ TOP PLATES. U.N.O. " 2x8 LEDGER W/ FLOOR PLAN POCKET 2x4. FOR 2x 4-0.131 x 3 1/2" FOR MORE INFO. 4-0.131 x 3 1/2" WITHIN AN OPENING, IT 15 ACCEPTABLE R:5. NAILS � 2X4 RAT RUN • AT OPENINGS UP TO 3'-611 (1) PLYWOOD O R.5. NAILS 0 TO UPSET THE HEADER SUCH THAT ONE BRACING a 45" CRIPPLE 4 (1) KING 15 REQUIRED ON EACH STUDS 2x4, "2 GRADE ND PAST EACH STUDS FLOOR EACH 51DE OF THE HEADER SHEATHING %v 3 ELIMINATED TO MAINTAIN THE FULL OR BETTER MAY • AT OPENINGS 3'-6" TO 5'-2" 1N TRUSSES HANGER TO WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE BE USED. ALL 4x SEI'. IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER FOOTING SEE PRE ENG. WOOD BE SIMPSON LU5, L5U, FOOTING BEE MATERIAL MAY ATTACHED W/ HANGER TO FOUNDATION E.O.R. WHEN THE TOP PLATE 15 FLOOR TRUSSES 2-166 6 EA. FOUNDATION BE 02 GRADE. OR L55U ELIMINATED THE SPH4 CONNECTORS PLAN FOR PRE -ENG. BE SIMP60N ARE REQUIRED ON EACH SIDE OF 4"GONG, SLAB. PRE-ENGINEERED WOOD ROOF MIN. SIZES 4 MORE WOOD ROOF LUS, LSU, OR TRUSSES L55U MIN. SEE FOUND. �z TRU555 INFO. CMU PLAN INFO. SEE ' FOUND. COMPONENTS ABOVE THE OPENING INTERIOR HEADER PLAN SIMPSON A34 •a:�: (ON SECOND FL 0 O H OPENINGS 'UNDER -O ONLY (1) SIMPSON CONNECTOR 5516 SPAN ODR Y TO W/4 -8d X 11/2" (ON GONG. SLAB) SIMPSON HTT4 PLYWOOD TO.AREA BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN 51MP50N SET 2x5 LEDGER W/ INTERIOR EXTEND TO EPDXY 4 (18)16d NAILS , (ON SECOND FLOOR) FOR ROUGH 4-0.131 x 3 1/2" R.5. AT INTERIOR LOAD BEARING BOTTOM OF WALL AREA WALLS WITH M UPLIFT, STRAPPING MAY NAIL5 ,s EACH ELIMINATED, UNLESSSS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED FLOOR TRU55 2x8 LEDGER W/ FILLED CELL OCCURS BELOW Header (FIELD VERIFY �Typ. ...— 4-0.131 x 3 I/2 1' S-2 WITH TRU55 R.S. NAILS LAYOUT EACH STUDS LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRUSS T ical Ledger Detail G S-2 SCALE: NTS SEE TRUSS SHEET 2x TOP PLATE 5EE TRUSS SHEET FOR STRAPPING CONT, FOR STRAPPING 1/16" MIN. APA DOUBLE TOP PLATE RATED SHEATHING (MIN. STUD GRADE SYP) NOTE: 1/16" MIN. A.P.A. AT 2x6 WALLS USE - - PRI= -ENGINEERED RATED SHTG. PRE -ENG INET=RED — 2X4 CRO55 ROOF TRUSS. 2X 6 16" O.C. ROOF TRUSS. O.C. ON TOP OF IN LIEU OF 5PH4 RAT 4 2X4 RAT RUN TRU55 PASUNS .. ATTACH TO 2X BUCK. III 2X4 BLOCKING w/ BOTT. CHORD FOR 4 TRUSS WOOD TRU55E5 2x BOTT. PLATE PRECAST AT 2x WALLS THAT ARE WIDER THAN 2x4 WALLS USE 5PH5 2X4 BLOCKING Q _.,.. 3-0.131 x 31/2" 24" O/C W/ 3-0.131 x CONT. CONCRETE 3 1/2" R.S. CONNECTORS IN 3 EA. WALL W/ STUDS TOENAILS LINTEL. SEE 1/2" HIGH LIEU OF 5PH4 STRENGTH OR OVER BLOCKING m 1611 O.C. RIPPED DOWN 5/8" GYP. FLOOR PLAN HETA 12 a 24"0,C. CONNECTORS 2x FRAME WALL FROM END OF BUCK. (TYP. ALL 2X WINDOW EA. TRU55 FOR MORE INFO. EACH SIDE OF STUD TO SHOWN. FOR WALLS 16d 6" O.G. �---- ilk I�s /................... .� 51MR50N SPH4 W LARGER THAN 2x8, TYP. LOAF - 55ARING WALL W 5PH6 CONNECTORS 2X4 CRO55 1 ROOF TRUSS. 2X 6 16" O.C. ROOF TRUSS. O.C. ON TOP OF IN LIEU OF 5PH4 RAT 4 2X4 RAT RUN TRU55 PASUNS .. ATTACH TO 2X BUCK. CONNECTORS SHOWN. AT 2x8 2X4 BLOCKING w/ BOTT. CHORD FOR 4 TRUSS WOOD TRU55E5 2x BOTT. PLATE PRECAST AT 2x WALLS THAT ARE WIDER THAN 2x4 WALLS USE 5PH5 2X4 BLOCKING Q _.,.. 3-0.131 x 31/2" 24" O/C W/ 3-0.131 x CONT. CONCRETE 3 1/2" R.S. CONNECTORS IN 3 EA. WALL W/ STUDS TOENAILS LINTEL. SEE 1/2" HIGH LIEU OF 5PH4 STRENGTH OR OVER BLOCKING m 1611 O.C. RIPPED DOWN 5/8" GYP. FLOOR PLAN HETA 12 a 24"0,C. CONNECTORS 2x FRAME WALL FROM END OF BUCK. (TYP. ALL 2X WINDOW EA. TRU55 FOR MORE INFO. EACH SIDE OF STUD TO SHOWN. FOR WALLS 16d 6" O.G. �---- STUDS) (UN.0) 51MR50N SPH4 THE SPH CONNECTORS ABOVE THE HEADER 4 FOR THE PROPER LARGER THAN 2x8, TYP. LOAF - 55ARING WALL W/51MP50N A35 WHERE INSTALL4TION OF THE CRIPPLE 1/411X 3 1/2" NOTE: 5TUD TO TOP PLATES. USE 51MPSON 5PI'S NEEDED TO MEET STRAPPING. AT 2x6 WALLS USE 5PH6 IN UN.O." MASONRY SCREW "TYPICAL AT 2x8 PT VERTICAL (ABv.) ,@ WALL TO BE ATTACHED ON EACH SIDE OF POCKET --- LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 TOP/SIDES OF ARCH OPENING, 1F ARCH TOP � 5ll O.C.ALL LOAD 5'-0` USE (2) SIMPSON C516 STUD TO BOTTOM SLIDING PRE-ENGINEERED BEARING 5YP, FLOOR J015T PLATE 4 SIMPSON DOOR. ROOF TRUSSES PRECAST 0,131 x 31/21":7/ I/2" COMPONENTS, 01 ATTAN,PAD BLOCKING 5P2'5 ON EACH "2x " KING STUD CONCRETE 6 411 O.C. GRADE SHALL SIDE OF STUD TO LINTEL. SEE BE USED FOR TOP PLATES. U.N.O. " WHEN NECE55ARY TO MAINTAIN PROPER FLOOR PLAN POCKET 2x4. FOR 2x (THE FCS O C� APPLY FOR MORE INFO. SLIDING DEPTHS WITHIN AN OPENING, IT 15 ACCEPTABLE DOOR. GREATER THAN 2X4 RAT RUN • AT OPENINGS UP TO 3'-611 (1) TO UPSET THE HEADER SUCH THAT ONE BRACING a 45" CRIPPLE 4 (1) KING 15 REQUIRED ON 2x4, "2 GRADE O.C. ON TOP EACH 51DE OF THE HEADER SHEATHING %v 3 ELIMINATED TO MAINTAIN THE FULL OR BETTER MAY • AT OPENINGS 3'-6" TO 5'-2" 1N _ CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE BE USED. ALL 4x SEI'. IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER FOOTING SEE HEADER WITHOUT WRITTEN PERM1551ON FROM THE FOOTING BEE MATERIAL MAY ATTACHED W/ AT OPENINGS GREATER THAN V-2" FOUNDATION E.O.R. WHEN THE TOP PLATE 15 2-166 6 EA. FOUNDATION BE 02 GRADE. ELIMINATED THE SPH4 CONNECTORS PLAN FOR TRUSS JOINT ARE REQUIRED ON EACH SIDE OF 4"GONG, SLAB. PLAN FOR U.N.O. " SIZES 4 MORE NECESSARY. ALL OTHER STRAPPING SEE FOUND. SIZES 4 MORE 4"GONG. SLAB. • ANY DIFFERING NOTATIONS FOR INFO. PLAN INFO. SEE ' FOUND. COMPONENTS ABOVE THE OPENING THE PLAN SET 5I4ALL CONTROL. HEADER PLAN SIMPSON A34 PAVERS OR PAvI_R5 OR 4" CONC. 411 CONC. SLAB e .4 a SLAB a .. A a e 60 11 4F a a' TPRE-ENGINEERED " . FLOOR TRUSS 4 '' e CMU Lintel Pkt Slider Detail Wood Frame Pkt. Slider Detail SIMP50N A35 ANGLE W/ 12-SdX 11/2" 2X4 CRO55 1 BRACING a 48" OF BOTTOM O.C. ON TOP OF NAILS EA. STUD TO TOP CHORD RAT 4 2X4 RAT RUN TRU55 PASUNS BRACING 0 48" ATTACH TO 2X BUCK. O.C. ON TOP OF 2X4 BLOCKING w/ BOTT. CHORD FOR 4 TRUSS WOOD TRU55E5 SPANS AT 2x WALLS THAT ARE WIDER THAN 2x4 ATTACHED W/ 2X4 BLOCKING Q _.,.. 3-0.131 x 31/2" 24" O/C W/ 3-0.131 x R.5..9 EA. TRU55 3 1/2" R.S. JOINT 3 EA. WALL W/ STUDS TOENAILS MANUFACTURER 1/2" HIGH M5TA24 w/ 22-I0d NAILS - STRENGTH OR OVER BLOCKING m 1611 O.C. RIPPED DOWN 5/8" GYP. MA50NRY WALL HETA 12 a 24"0,C. K S-2 2x FRAME WALL SIMP50N A35 ANGLE W/ 12-SdX 11/2" M 1 REFER TO TYPICAL 2-STOR OF BOTTOM S-2 SCALE: NTS NAILS EA. STUD TO TOP CHORD 5 2 SCALE: NTS NAILS G EA. WALL SECTION FOR INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ — ATTACH TO 2X BUCK. SEE FLR PLN FOR HDR. SIZE NOTE: 2X4 BLOCKING w/ NOTE: 1/4"x 3" TAPCON5 IP 12" EA. TRUSS TO AT 2x WALLS THAT ARE WIDER THAN 2x4 "AT 2x6 WALLS USE SPH6 FRAMING. IP 2X FOR ROUGH OPENINGS UNDER 2x4 BEARING SIMPSON SPH4 w/ 6-1Od 4 WHERE THE HEADER 15 NOT FULL 2X TO 2X 5'-O" (1) SIMPSON CSI6 OR (1) WALL W/ STUDS NAI S EACHWIDTH OF THE WALL, ADD 2x PAD 15H.C. (CAN MANUFACTURER ��Izj�U N OI—�Yti O Q M5TA24 w/ 22-I0d NAILS - m 16" O.G. OVER BLOCKING m 1611 O.C. RIPPED DOWN Truss To Girder Connection `-51MPS�1 N1516 CENTER ON HEADER U,N.O. (11 K S-2 SUFFICIENT TO FLUSH THE HEADER TO FROM END OF BUCK. (TYP. ALL 2X WINDOW EA. TRU55 NAILS EA. 51DE INTO CRIPPLE EACH SIDE OF STUD TO WIDTH 4 ALLOW THE INSTALLATION OF �---- STUDS) (UN.0) 51MR50N SPH4 THE SPH CONNECTORS ABOVE THE HEADER 4 FOR THE PROPER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X TYP. LOAF - 55ARING WALL W/51MP50N A35 WHERE INSTALL4TION OF THE CRIPPLE 5TUD TO TOP PLATES. W/UFLIFT NEEDED TO MEET STRAPPING. AT 2x6 WALLS USE 5PH6 IN UN.O." 2x8 PT VERTICAL (ABv.) ,@ WALL TO BE ATTACHED FOR ROUGH OPENINGS OYER WITH 1/2" ANCHOR BOLT a 24" O.C. TYP, 1x4 PT --- LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 TOP/SIDES OF ARCH OPENING, 1F ARCH TOP 5'-0` USE (2) SIMPSON C516 PRE-ENGINEERED -------" IN LIEU OF 5PH4, FOR WIDER WALLS USE — PRE-ENGINEERED OR (2) M5TA24 (U.N.0) FLOOR J015T SMPSONT CIION G DATE �8-30-17 ROOF TRUSSES IF 1X THEN ATTACH WINDOW THROUGH JOB _ ATTAN,PAD BLOCKING EDGES OF OPENING, ALL TAPCON5 TO HAVE "2x " KING STUD MIN. 1-1/4" EMBEDMENT. w/ (3) 0.131 x 3 1/2" NAILS TO HEADER CMU/WOOD FRAMING, WITH OR WITHOUT 1X MIN. UN.O." SPECIFICATION FOR KINGS 4 C I ES WHEN NECE55ARY TO MAINTAIN PROPER MIN. 1-1/4" EMBEDMENT. (THE FCS O C� APPLY CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-611 (1) TO UPSET THE HEADER SUCH THAT ONE BRACING a 45" CRIPPLE 4 (1) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C. ON TOP EACH 51DE OF THE HEADER SHEATHING %v 3 ELIMINATED TO MAINTAIN THE FULL OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" 1N O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE SEI'. IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER TRU55 SPANS HEADER WITHOUT WRITTEN PERM1551ON FROM THE ATTACHED W/ AT OPENINGS GREATER THAN V-2" E.O.R. WHEN THE TOP PLATE 15 2-166 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE SPH4 CONNECTORS TRUSS JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRUSS CRIPPLES 4/OR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET 5I4ALL CONTROL. HEADER SIMPSON A34 (ON SECOND FL 0 O H OPENINGS 'UNDER -O ONLY (1) SIMPSON CONNECTOR 5516 SPAN ODR Y TO W/4 -8d X 11/2" (ON GONG. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN 51MP50N SET 8 4-8d X 1 1/2" EPDXY 4 (18)16d NAILS , (ON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OYE 5'-O" ONLY (1) SIMPSON HTT4 W/ (1) JS READ ROD SET IN WALLS WITH M UPLIFT, STRAPPING MAY SIMPSON SET EPDXY 4 (18)166 NAILS ELIMINATED, UNLESSSS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSON 115TCM60 IF FILLED CELL OCCURS BELOW Header Detail �Typ. ...— S-2 SCALE: NTS SIMP50N A35 ANGLE W/ 12-SdX 11/2" NAILED TO 2X OR CEILING BOARD PER REFER TO TYPICAL 2-STOR OF BOTTOM 5HOULD SE MIN. 2500 P51. 5U55TITUTION NAILS EA. STUD TO TOP CHORD FRAMING. IF 2X THEN NAILS G EA. WALL SECTION FOR INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ — ATTACH TO 2X BUCK. HT516 W/ 16-106 2X4 BLOCKING w/ NOTE: 1/4"x 3" TAPCON5 IP 12" EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE SPH6 FRAMING. IP 2X O.G. WITH MAX. 6" FROM 2x4 BEARING CONNECTORS IN LIEU OF 2X TO 2X END OF MEMBER 6 MA5. WALL W/ STUDS SPECIFICATIONS MANUFACTURER ��Izj�U N OI—�Yti O Q OPENINGS. m 16" O.G. Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6'I K S-2 2x5, USE SIMPSON 5P15 ON FROM END OF BUCK. (TYP. ALL 2X WINDOW 1/16 APA RATED WOOD SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) SHEATHING 2X MEMBERS ATTACHED--� 51MR50N SPH4 SPECS GIVEN IN TH15 DETAIL. 2X TO 2X 5P2'5 ON EACH 51DE OF W/51MP50N A35 WHERE EA. STUD 5TUD TO TOP PLATES. WALL ABOVE ARCH NECESSARY ONLY PER NEEDED TO MEET UN.O." 2x8 PT VERTICAL (ABv.) ,@ WALL TO BE ATTACHED MANUFACTURER'S WITH 1/2" ANCHOR BOLT a 24" O.C. TYP, 1x4 PT TOP/SIDES OF ARCH OPENING, 1F ARCH TOP ATTACHMENT POINT PRE-ENGINEERED PRE-ENGINEERED REQUIREMENTS. FLOOR J015T CMU/WOOD FRAMING, WITH OR WITHOUT 1X DATE �8-30-17 ROOF TRUSSES IF 1X THEN ATTACH WINDOW THROUGH JOB _ EDGES OF OPENING, ALL TAPCON5 TO HAVE j NAILED TO 2X OR CEILING BOARD PER BUCK TO CMU/ WOOD OF BOTTOM 5HOULD SE MIN. 2500 P51. 5U55TITUTION ARCH. PLANS FRAMING. IF 2X THEN NAILS G EA. • ALL OTHER BOLT OPTIONS MUST BE REVIELUED 4 APPROVED BY E.O.R. IN U)RITING. ATTACH TO 2X BUCK. HT516 W/ 16-106 2X4 BLOCKING w/ NOTE: L- J EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE SPH6 FRAMING. IP 2X BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 2X TO 2X HANGER PER TRU55 PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS SPECIFICATIONS MANUFACTURER ��Izj�U N OI—�Yti O Q CONNECTORS IN LIEU OF IP 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCONS Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6'I K S-2 2x5, USE SIMPSON 5P15 ON FROM END OF BUCK. (TYP. ALL 2X WINDOW RELATIVE TO NUMBER OF REQUIRED SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 8 51MP50N SPECS GIVEN IN TH15 DETAIL. 2X TO 2X 5P2'5 ON EACH 51DE OF ATTACHMENT TO BE 51MPSON A35. KNEE 5TUD TO TOP PLATES. WALL ABOVE ARCH NECESSARY ONLY PER UN.O." 2x8 PT VERTICAL (ABv.) ,@ WALL TO BE ATTACHED WINDOW/5HEATHING ATTACHMENT 6 WITH 1/2" ANCHOR BOLT a 24" O.C. TYP, 1x4 PT TOP/SIDES OF ARCH OPENING, 1F ARCH TOP VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment 1/4 x 2-1/4 TAPCON 6 12 O.C. OR PER MANUFACT. 5PEC5, S-2 SCALE: NTS v Non-Brn . Mitered Glass Framing Detail S-2 SCALE: NTS 2X BUCKS ATTACHED W/- 1/4 / 1/4"x 3" TAPCON5 6 12 O.C. WITH MAX. 6" FROM END OF MEMBER tv MA5.OPENINGS. WALL BELOW 2X MEMBERS ATTACHE W/51MP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 NAILED TO 2X OR SPAN FROM 5M5 TO MULLION BY MANUFACTURER. OF BOTTOM 5HOULD SE MIN. 2500 P51. 5U55TITUTION P CHORD • FOUNDATION PAGE TAKES PRECEDENCE. NAILS G EA. • ALL OTHER BOLT OPTIONS MUST BE REVIELUED 4 APPROVED BY E.O.R. IN U)RITING. IF IX THEN L_ L L- J TO CMU/ WOOD FRAMING. IP 2X G NAIL � r SIMPSON A35 6 ALL 2X TO 2X CONNECTION POINTS, WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ALL 2X TO 2X ��Izj�U N OI—�Yti O Q WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD POINTS. FRAMING ONLY. NUMBER OF DIAD. MEMBERS WINDOW HMENT RELATIVE TO NUMBER OF REQUIRED SPECIFICATIONS ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MPSON A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT 6 TOP/SIDES OF ARCH OPENING, 1F ARCH TOP PROHIBITS 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X DATE �8-30-17 SCALE NOT�p BUCK, WITH 2X BUCK d EACH 51DE TO JOB _ EDGES OF OPENING, ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH M General Irregular Window Attachment 1/4 x 2-1/4 TAPCON 6 12 O.C. OR PER MANUFACT. 5PEC5, S-2 SCALE: NTS v Non-Brn . Mitered Glass Framing Detail S-2 SCALE: NTS 2X BUCKS ATTACHED W/- 1/4 / 1/4"x 3" TAPCON5 6 12 O.C. WITH MAX. 6" FROM END OF MEMBER tv MA5.OPENINGS. WALL BELOW 2X MEMBERS ATTACHE W/51MP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 ''J'' 80LT IREF'LA Ei CENT CHART: NAILED TO 2X OR SPAN FROM 5M5 TO MULLION BY MANUFACTURER. OF BOTTOM 5HOULD SE MIN. 2500 P51. 5U55TITUTION P CHORD • FOUNDATION PAGE TAKES PRECEDENCE. NAILS G EA. • ALL OTHER BOLT OPTIONS MUST BE REVIELUED 4 APPROVED BY E.O.R. IN U)RITING. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IP 2X G NAIL THEN ATTACH TO 2X BUCK. PECS SIMPSON A35 IF 2X ATTACH TO ''J'' 80LT IREF'LA Ei CENT CHART: + THE 1^OLLOWING "JI' BOLTS CAN BE REPLACED LUITH THE CORRE5PONDINCx 5OLT5. THE REVERSE 15 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE 5HOULD SE MIN. 2500 P51. 5U55TITUTION OP "J" BOLTS LUITH EXPANSION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIELUED 4 APPROVED BY E.O.R. IN U)RITING. J p. z �•. , tea. ACONNECTION SIMPSON A35 ALL 2X TO 2X ��Izj�U N OI—�Yti O Q Q N� POINTS. WINDOW HMENT PER MANUFACTURER SPECIFICATIONS "'J" BOLTS TITEN HD THREADED ROD SET IN BOLTS 51MPSON SET EPDXY va11 x 6" v2" x s" va" x 5" EMBED I/2" x 8" I/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/5" x 5" EMBED 5/8" x 8" 5/5" x 8" 5/8" x 5" EMBED EDGES (SEAMS CMU. w/ 1/4"x 3 TAPCONS 6 1211 O.G. W/MAX, 611 FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) f X I_ f CMU. w/ 1/4"x 3 TAPCONS 6 1211 O.G. W/MAX, 611 FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS 5HEET. FRAMING A50VE/15E51DE 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)I0d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR, SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 5HEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1611 FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 s EACH END i m rreaularity Width Less Than Window Width Attac SHEATH BLOCKf FOR WA) PANEL SHEATH FOR RO TONGUE GROOM FLOOR° NOTE:LU ON 16-24" PANELS. DOUBLE PLYCLIP THE SIFT ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED RIDGE OR HIP. 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN l2)lmd NAIL5, END NAILING TO MEMBERS POR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BA5ED ON INFORMATION PROVIDED BY CONTRACTOR. lent SCALE: NTS TYPICAL NAILING 5CHEDUL HIGH WIND NAIL SH ATHIN BOUNDARY DCsEFIELD RING SHANK 1/16" 4" 611 61' WALL 0131 x 3" G"N COMMON 1/16" 3" 4" 6" 11 COMMON 3/4" TG. 611 611 121' ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280 MIN.) THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS 5HALL FOLLOW TABLE 8102.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND 5ECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLANS SET. =ypical NailingSchedules Floor, Roof Wall S-2 SCALE: NTS BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 2411 O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) i momryj)00oU)0 PLATWISE OR EDGEWISE ON BOTH. PANEL EDGES NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. .THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL 8E RETURNED UPON COMPLETION OF THE PROJECT. USE OR DOPY 15 PERMITTED BY GON7R,0.G7 ONLY, ANY CHANGES 70 THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GON57RUG710N EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL GONDI710N5. REVISIONS BY .Uj r Sheet content: Structural Details Sheet number: 52 f X I_ f J p. z �•. , tea. ACONNECTION SIMPSON A35 ALL 2X TO 2X ��Izj�U N OI—�Yti O Q Q N� POINTS. WINDOW HMENT PER MANUFACTURER SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TD 2X ATTACHMENT TO BE 51MPSON A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT s DATE �8-30-17 SCALE NOT�p TOP/SIDES OF ARCH OPENING. IF ARCH TOP JOB _ PROHIBITS 2X THICKNE55 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK -S EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS 5HEET. FRAMING A50VE/15E51DE 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)I0d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR, SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 5HEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1611 FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 s EACH END i m rreaularity Width Less Than Window Width Attac SHEATH BLOCKf FOR WA) PANEL SHEATH FOR RO TONGUE GROOM FLOOR° NOTE:LU ON 16-24" PANELS. DOUBLE PLYCLIP THE SIFT ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED RIDGE OR HIP. 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN l2)lmd NAIL5, END NAILING TO MEMBERS POR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BA5ED ON INFORMATION PROVIDED BY CONTRACTOR. lent SCALE: NTS TYPICAL NAILING 5CHEDUL HIGH WIND NAIL SH ATHIN BOUNDARY DCsEFIELD RING SHANK 1/16" 4" 611 61' WALL 0131 x 3" G"N COMMON 1/16" 3" 4" 6" 11 COMMON 3/4" TG. 611 611 121' ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280 MIN.) THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS 5HALL FOLLOW TABLE 8102.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND 5ECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLANS SET. =ypical NailingSchedules Floor, Roof Wall S-2 SCALE: NTS BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 2411 O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) i momryj)00oU)0 PLATWISE OR EDGEWISE ON BOTH. PANEL EDGES NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. .THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL 8E RETURNED UPON COMPLETION OF THE PROJECT. USE OR DOPY 15 PERMITTED BY GON7R,0.G7 ONLY, ANY CHANGES 70 THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GON57RUG710N EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL GONDI710N5. REVISIONS BY .Uj r Sheet content: Structural Details Sheet number: 52 p. z �•. , tea. ��Izj�U N OI—�Yti O Q Q N� �I�urrrrr il-- DATE �8-30-17 SCALE NOT�p DRAWN MK/P,DK JOB _ bu , -k_ IL I flnC L-kv_ih.icctnL-r'1 PER JOINT BRACING �.✓^ f „N BRACING A Truss Bracing Overlap Detail S 3 SCALE:NTS DBL TOP PLATE WALL SHEATHING NAILED PER '0'/S-2 2x4 WD CONST, 6 16" O.C. 2x6 SOLE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD 5CREW5 6 4" SEE FLOOR PLAN FOR LENGTH 4 W10TN FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.5, NAILS 6 12" O.C. ALL-AROUND 11 4 43,41' OR 0'-011 MIN. DBL 2X4 2x4 DIAGONAL DOUBLE TOP PRE-ENGINEERED 3 TRU55ES 6 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) PRE -ENG UJOOD TRUSS ' (T1'P) ENTRYWAYS 4 PORCHES APA RATED 0.131 x 3 -0 6'-0" (MAX.) 24" O.C: SHEATHING. SEE 1/2" COM. W/ SIMPSON >: NAILING SCHEDULE 0., HT520 a 32" III TABLE FOR 4'-0" O.G. OR 0516 t ATTACHMENT. U.N.O. I2-0,131 4 � Lu (1) SIMPSON L5TA12 COM. STUDS BELOW 5TUD CONDITION STRAP 48" O.C. S 3 SCALE:NTS 5 EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY TRUSS 2x4 BLOCKING (1) 5IMP50N L5TAI2 1/2" CEILING GYP BD W/ 5d GS 16 TOP NEWSa BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR CHORD TO (1) SIMP50N LTAI CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA n " 8'-0" TO 12'-0" --- 2X8 48" O.C. ATTACHED 1/2" TOENAILS 0.131 x 31/2" NAIL5 (4 BAY OR 8 ft FROM (0 5 Side Wall TO BOTTOM CHORD EACH END, -S (0" O.G. MASONRY WALL) I F OF GABLE UNO. CONTINUOUS EACH END OF "L" S-3 (For illustration only) 1/2" GYP BD NOTE: CROSS BRACING B , n 2 56 COOLER NAILS 7 O.C. OR EQUAL DIAPHRAGM 6" MASONRY WALL WKI) *5 REBAR a ALL BLOCKING TO BE BRACE 3. CLEAT SHALL BE A *2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ CONT. IN KNOCKOUT FLAT ORCATHEDRAL REPEATED 48" O.C. TYP. 3 APA RATED SHEATHING. SEE COURSE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE 5HEATHING s EACH SIDE OF TRUSS 4 THREADING Expanded Blocking Information Dia SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 E FOR ATTACHMENTS \1-1-1-1) -3 SCALE:NTS flnC L-kv_ih.icctnL-r'1 PER JOINT BRACING �.✓^ f „N BRACING A Truss Bracing Overlap Detail S 3 SCALE:NTS DBL TOP PLATE WALL SHEATHING NAILED PER '0'/S-2 2x4 WD CONST, 6 16" O.C. 2x6 SOLE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD 5CREW5 6 4" SEE FLOOR PLAN FOR LENGTH 4 W10TN FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.5, NAILS 6 12" O.C. ALL-AROUND SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE APA RATED SHEATHING. 2x4 COLLAR TIE MID -HEIGHT a SEE NAILING SCHEDULE 4 RAFTER PROVIDE (5) 16d NAILS EA TABLE FOR ATTACHMENT. END (UND.) CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY 0.131 x 3" COMMON SEE TABLE FOR NAILING 0 16" oz. SCHEDULE 6 SPLICE 4-0.131 x 3" COMMON as 3-0.131 x 3" COMMON aaa EA. SIDE OF JOINT T 5TUD6 16" c.c. 4-0.131 x 3" COMMON SEE TABLE BELOW 2 -0.131 x 3" COMMON FOR LAP5PLICE TOP PLATE =AC T=kI=R 5 4-0.131 x E BROOF OR LSTA12RSS DBL 2X4 2x4 DIAGONAL DOUBLE TOP PRE-ENGINEERED 3 TRU55ES 6 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) PLATE CONT. ENTRYWAYS 4 PORCHES PLATE 0.131 x 3 -0 6'-0" (MAX.) 24" O.C: DOUBLE STUD 1/2" COM. W/ SIMPSON >: 0.131 x 3 1/2" R.S. 0., HT520 a 32" III 2-0.131 x 4'-0" O.G. OR 0516 t 3 1/2" COM. I2-0,131 TO ALIGNING Lu NOTES COM. STUDS BELOW 5TUD CONDITION BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: S 3 SCALE:NTS able Section - For Gable EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0 ---- 2X4_ 12 -0� TO 15'-0 --- 2X10 GS 16 TOP NEWSa OR 8 FEET FROM MASONRY WALL) CHORD TO ATTACHMENT. U.N.O. CHIMNEY 8'-0" TO 12'-0" --- 2X8 CORNER Side Wall SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE APA RATED SHEATHING. 2x4 COLLAR TIE MID -HEIGHT a SEE NAILING SCHEDULE 4 RAFTER PROVIDE (5) 16d NAILS EA TABLE FOR ATTACHMENT. END (UND.) CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY 0.131 x 3" COMMON SEE TABLE FOR NAILING 0 16" oz. SCHEDULE 6 SPLICE 4-0.131 x 3" COMMON as 3-0.131 x 3" COMMON aaa EA. SIDE OF JOINT T 5TUD6 16" c.c. 4-0.131 x 3" COMMON SEE TABLE BELOW 2 -0.131 x 3" COMMON FOR LAP5PLICE TOP PLATE =AC T=kI=R 5 ALL BLOCKING TO BE INSTALL 6IMP60N LU624 REPEATED 48" O.C. TYP. KNEEWALL MIN, EA. SIDE OF THE 5TUD5 6 MIN. CEILING JOISTS. JOISTS 1(011 O.G. TO BE PER NOTE *1 TYP. Masonry Gable End S 3 SCALE:NTS FLASHING ALL-AROUND - SADDLE [APA RATED SHEATHING, SEE NAILING ROOF ELEMENT SEE NAILING — SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME SCHEDULE TABLE FOR OF CEILING WITH ATTACHMENTS 4-0.131 x 31/21' NAILS O.C. ALL-AROUND L -TOP CHORD ENG. TRUSSES 124: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fireplace Chase Detail S 3 SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSSV.1—\ �SCOEDULE TABLE FOR ATTACHMENT. ENGINEERING 1'-0' APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (U SIMPSON LSTA12 STRAP 46" O.C. HETA 20 G 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE S" MASONRY WALL W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE 4-0.131 x E BROOF OR LSTA12RSS 3 1/2" COM. 2x4 DIAGONAL DOUBLE TOP PRE-ENGINEERED 3 TRU55ES 6 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) 2x4 e 16" c.c. ENTRYWAYS 4 PORCHES PLATE 0.131 x 3 06. 24" O.C: DOUBLE STUD 1/2" COM. 501 COOLER NAILS 1" 0 1(0" O.C. PT BOTT. 0.131 x 3 1/2" R.S. 0., TOENAILS EACH PLATE 2-0.131 x 4'-0" BAY OR 6 ft FROM SHEATHING. SEE MAX 3 1/2" COM. I2-0,131 1/2" CEILING GYP BD w/ 5d x 3 1/2" NOTES COM. DOUBLE 5TUD CONDITION BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: ALL BLOCKING TO BE INSTALL 6IMP60N LU624 REPEATED 48" O.C. TYP. KNEEWALL MIN, EA. SIDE OF THE 5TUD5 6 MIN. CEILING JOISTS. JOISTS 1(011 O.G. TO BE PER NOTE *1 TYP. Masonry Gable End S 3 SCALE:NTS FLASHING ALL-AROUND - SADDLE [APA RATED SHEATHING, SEE NAILING ROOF ELEMENT SEE NAILING — SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME SCHEDULE TABLE FOR OF CEILING WITH ATTACHMENTS 4-0.131 x 31/21' NAILS O.C. ALL-AROUND L -TOP CHORD ENG. TRUSSES 124: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fireplace Chase Detail S 3 SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSSV.1—\ �SCOEDULE TABLE FOR ATTACHMENT. ENGINEERING 1'-0' APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (U SIMPSON LSTA12 STRAP 46" O.C. HETA 20 G 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE S" MASONRY WALL W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE 2 SYP E BROOF OR LSTA12RSS PARTIALLY ENCL05ED SUCH AS 2x4 DIAGONAL TO EA. STUD ALL AROUND PERIMETER. PRE-ENGINEERED 3 TRU55ES 6 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) 2x4 e 16" c.c. ENTRYWAYS 4 PORCHES 2x4 0 16" a.c. 10'-0" 2x6 t 16" c.c. 24" O.C: 1/2" CEILING GYP BD W/ '4• ATTACHED W/ l2) 501 COOLER NAILS 1" 0.131 x 3 1/2" R.S. NOTES: TOENAILS EACH DIAPHRAGM AREA (4 4'-0" 4'-0" BAY OR 6 ft FROM SHEATHING. SEE MAX MASONRY WALL) ° 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 61ZE SHALL NOTES ALL BLOCKING TO BE wl (2) 0.131 x 31/2" TOENAILS COOLER NAILS T O.C. OR BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: S 3 SCALE:NTS able Section - For Gable EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0 ---- 2X4_ 12 -0� TO 15'-0 --- 2X10 NEWSa OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 ATTACHMENT. U.N.O. e 8'-0" TO 12'-0" --- 2X8 Gable Diaphragm Side Wall F 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) EACH END OF "L" S-3 (For illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 56 COOLER NAILS 7 O.C. OR EQUAL DIAPHRAGM T Frame Dawn Clq,. Entry BRACE 3. CLEAT SHALL BE A *2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ AREA l4 BAY OR 8 ft APA RATED SHEATHING. SEE SIMPSON M5TA24 TEN51ON STRAPS 6 EACH TRU55 USING (14) 1001 NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE 5HEATHING s EACH SIDE OF TRUSS 4 THREADING FROM MASONRY WALL) SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS 2x4, 2x6, OR 2x8 INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT E WRAP TO TOP CHORD USING SIMPSON HT620 W1 ( 20) 106 1'-0" NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 M,4x RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x(o RAFTERS W/ SPANS LE55 THAN 4'-0" APA RATED SHEATHING. `RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAILS. SEE NAILING SCHEDULE o TRU55ES 6 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d TABLE FOR ATTACHMENT. U.N.O. /2° CEILING GYP BD W/ 501 NAILS INTO RIDGE BEAM 4 (1)10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (6)106 4 (6)106 COOLER NAILS 7" O.C. OR EQUAL; RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 106 4 (5) 106 x 1 1/2" FOR 2x8 DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (U 51MP50N LSTAl2 BEAM W/ (S) 1001 NAILS, STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES At TOP CORD. FOR (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION 5UPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 1601 TOENAILS AT EACH END INTO TOP CORD 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, OM CHORD OF BLOACKING UNO. rj Valle Set Attachment Detail SAB P) FLAT OR CATHEDRAL 8.3 SCALE:NTS 8'` MASONRY WALL W/(1) #5 112" GYP BD REBAR CONT. IN KNOCKOUT COURSE e° NOTE: CROSS BRACING e ALL BLOCKING TO BE INSTALL 6IMP60N LU624 REPEATED 48" O.C. TYP. KNEEWALL MIN, EA. SIDE OF THE 5TUD5 6 MIN. CEILING JOISTS. JOISTS 1(011 O.G. TO BE PER NOTE *1 TYP. Masonry Gable End S 3 SCALE:NTS FLASHING ALL-AROUND - SADDLE [APA RATED SHEATHING, SEE NAILING ROOF ELEMENT SEE NAILING — SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME SCHEDULE TABLE FOR OF CEILING WITH ATTACHMENTS 4-0.131 x 31/21' NAILS O.C. ALL-AROUND L -TOP CHORD ENG. TRUSSES 124: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B Fireplace Chase Detail S 3 SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSSV.1—\ �SCOEDULE TABLE FOR ATTACHMENT. ENGINEERING 1'-0' APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (U SIMPSON LSTA12 STRAP 46" O.C. HETA 20 G 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE S" MASONRY WALL W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE 4'-0" High SCALE:NTS 2 SYP 6'-01' 2x4 e 16" o.c. 2x4 DIAGONAL TO EA. STUD ALL AROUND PERIMETER. PRE-ENGINEERED 3 TRU55ES 6 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) 2x4 e 16" c.c. 9'-4" 2x4 0 16" a.c. 10'-0" 2x6 t 16" c.c. 2x4 BLOCKING 1/2" CEILING GYP BD W/ '4• ATTACHED W/ l2) 501 COOLER NAILS 1" 0.131 x 3 1/2" R.S. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 3 /2"Na L END, UNO. BAY OR 6 ft FROM SHEATHING. SEE MAX MASONRY WALL) 1/2" GYP BD FLAT OR CATHEDRAL NOTE: CRO55 BRACING 6 INTERSECTING NOTES ALL BLOCKING TO BE NAILING SCHEDULE REPEATED 48" O.C. TYP. S 3 SCALE:NTS able Section - For Gable Less Than 4'-0" High SCALE:NTS S.Y.P. 1 w 16 O.C. O=r- FLOOR EEFLOOR PLAN FOR PRE-ENGINEERED SIZING OF STUDS TRU55E6 6 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING tv ALL (1) 51MP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CRO55 BRACING 8 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" Oc, TYP. S 3 SCALE:NTS UNBRACED WALL HEIGHT 2 SYP 6'-01' 2x4 e 16" o.c. 2x4 DIAGONAL TO EA. STUD ALL AROUND PERIMETER. V-0" 2x4 e 16" c.c. 9'-4" 2x4 0 16" a.c. 10'-0" 2x6 t 16" c.c. SHOULD BE REPEATED 6 CONNECTORS IN LIEU OF W/(4) 0.131 x 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 1x4 MIN, BRACING WK3) 0.131 x 2x8, USE SIMPSON SPI'S ON APA RATED 1'-0" 3 /2"Na L WEBS BOTTOM PLATE 4 SIMP60N SHEATHING. SEE MAX SP2'6 ON EACH SIDE OF STUD TO TOP PLATES. INTERSECTING NOTES I CLB Diagonal Brace 20' Max Intervals Detail NAILING SCHEDULE NOTE: SEE TRU55 LAYOUT FOR ANY ADDITIONAL S 3 SCALE:NTS BLOCKING v ks) STRAPPING REQUIRED TABLE FOR NEWSa 1. ALL CEILING FRAME t0 BE AS PER TABLE ATTACHMENT. U.N.O. e (1) SIMP50N L5TAI2 1/2" CEILING GYP BD W/ 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. EACH END OF "L" 56 COOLER NAILS 7 O.C. OR EQUAL DIAPHRAGM T Frame Dawn Clq,. Entry BRACE AREA l4 BAY OR 8 ft . M 3. WHEN INSTALLING SIMP50N PRODUCTS REFER "`U FROM MASONRY WALL) S-8 SCALE:NTS TO 51MPSON'S INSTRUCTIONS 8 SPECIFICATIONS, SCALE N07'j5D DRAWN MK/PDK JOB - 2x4, 2x6, OR 2x8 S.Y.P. 1 w 16 O.C. O=r- FLOOR EEFLOOR PLAN FOR PRE-ENGINEERED SIZING OF STUDS TRU55E6 6 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING tv ALL (1) 51MP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CRO55 BRACING 8 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" Oc, TYP. S 3 SCALE:NTS UNBRACED WALL HEIGHT 2 SYP 6'-01' 2x4 e 16" o.c. 8'-8" 2x4 -9 16" o.c. V-0" 2x4 e 16" c.c. 9'-4" 2x4 0 16" a.c. 10'-0" 2x6 t 16" c.c. APA RATED SHEATHING, 5EE NAILING N 1410 h MAX., Exp. C, Enclosed, Exterior Frame Wall Table SCHEDULE TABLE FOR ATTACHMENT. 8.3 SCALE:NTS U.N.O. NOTE: THREE OR OMPRE5SION WEB MORE REPEATED CI 1*n1KIe nn Illu �J vvlv I nvuvua rcl�I I wly>=1v I L.>A I MMAAr_ H15 (31) BRACE (CLB) BELOW, NO SPH4 15 NEEDED s THIS 5TU0. NAILING a SPLICE NOTE: 36" "AT 2x6 WALLS USE 5PH(o ERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF 1/2" CEILING NAILED TO OPP051TE SIDE OF WEB SPH4 CONNECTORS SHOWN. GYPSUM BD TO PREVENT LATERAL MOVEMENT 8 At 2x8 WALLS U,BE 5PH6 SHOULD BE REPEATED 6 CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 1x4 MIN, BRACING WK3) 0.131 x 2x8, USE SIMPSON SPI'S ON 31/2" NAILS 6 INTERSECTING EACH SIDE OF STUD TO WEBS BOTTOM PLATE 4 SIMP60N SP2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O. I CLB Diagonal Brace 20' Max Intervals Detail VA < v NOTE: SEE TRU55 LAYOUT FOR ANY ADDITIONAL S 3 SCALE:NTS Q LL! �QsD v ks) STRAPPING REQUIRED WHEN STUD 15 ° NOT ALIGNED WITH A TRU55 ° AND/OR WHEN °TRUS5 STRAP IS 0 DIRECTLY ATTACHED TO STUD USE (1) 6IMP50N SPH4 OR SP2 TYPICAL HIDA CONFIGURATION, DO NOT NAIL THROUGH OTHER 6TRAPPING/CONNECTOR5. REFER TO CONNECTOR NOTES FOR FRAME TO o TRUSS CONNECTIONS. Frame Wall Truss Connection Detail SCALE:NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36" 2-ROW6 0.131 x 3" 0 3" 0/C 0.131 x 3" 9 8" 0/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 0 6" O/C 0.131 x 3" 9 8" 0/C / 2-0.131 X 3 1/2" COM. 5-0.131 x 3 1/2" DOUBLE TOP PLATE 3-0.131x3 p 1/2 "COM. 0.131 x 3 1/2" COM. 6 16" O.G. Pt BOTT. PLATE 2-0.131 x 3 1/2 COM. SINGLE 51UD CONDITION 4 STUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP 5PLICE IS NOT CLOSE. - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE IS CLOSE. 126 COM. 6 12" O.C. 4-16d COM. 2-Sd COM. q� 2-2"x4" UJ/I/2` PLYWD. SPACER NOTE: 2X4'5 MAY BE TURNED FLATWI5E SO NO d SPACER IS NEEDED. 16d COM, 6" Oz. 106 COM. 12" o.c. 4-16d COM. INT. HEADER (NON- EARING) General Wood Attachment Details NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OIOPO51TE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 0 LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4, FOR 5 -PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS )MM. +a 16" O.C. sl HT516 0.131 x 3 1/2" COM. a 8" O.C. 6IMP50N HTT4 W/ 5/8" DIA A.B: 4 5TUD CORNER $TRAPPING INFORMATION (2) 21'x LAMINATIONS ATTACH w/ 0.131 x 31' R:5, NAILS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT t (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS a 6" O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN all USE (3) ROW5. t! (4) 2"x LAMINATIONS ATTACH w/ SIMPSON 5D52S600 WOOD SCREWS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 6" O.C.. . Nailing Schedule for Built -UD Columns & BEAMS NOTE: 1. 5EE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL. PERMANENT BRACING THAT MY BE REQUIRED. 2. "T" BRACING MAY BE USED IN PLACE OF PERMANENT E5RACINCs PROVIDED IT EXTENDS OVER a LEAST cjO% OF THE WEB. SCALE:NTS CONTINUOUS 204" 20'-0" SEE EXPANDED BOTTOM CORDBLOCKING BRACING IX4 DIAGRAM MIN. CLB DIAGONAL BRACE AS REQUIRED BY BC51 C1 1211 t>- �I���ur TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR; WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE65 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 GONDITION5. REVISIONS 111111!/ BY e :w . z Ir ■ ■ wz zw@ iE0 o � � O VA < v r71��r. Q LL! �QsD C o c � w TOP 8 BOTTOM CORD GABLE END. BRACING m 4'-0" O.C. MAX. FOR FIRST R Gable & Cig Bracing Diagram (4) ROWS OF TRUSSES \11L,� SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR; WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE65 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 GONDITION5. REVISIONS 111111!/ BY e :w . z wz zw@ iE0 o � � O VA < v H 75 Q LL! �QsD v ks) NEWSa "`U DATE 00-30 47 SCALE N07'j5D DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 5�-141 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. NOTE: RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. "AT 2x6 WALLS USE SPH6 PARTIES IN THE PROJECT. IF BOUND 5PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 1,0 CONNECTORS IN LIEU OF cry '0' • ;,,., °�' • '� .r w �. .. $ 5PH4 CONNECTORS SHOWN. 0 NO z 'p <� Q AT 2x8 WALLS USE 5PH8 LL ` in p �n t z �d¢_� o �__LID tu U-1 CONNECTORS IN LIEU OF to M SPH4 CONNECTORS SHOWN. 0 U, NOTES: FOR WALLS LARGER THAN 0 2x8, USE 5fMP50N ON I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM D T EACH SIDE STUD TD Lu DATE �g 3fZi-17 SCALE N07'E•O STRAP TO TOP 8 BOT. CORD OF TRUSS. BOTTOM PLATE 4 SIMPSON 51MP50N L5TA30 w/ 22 -106 NAILS s 24" O.C. 5P2'5 ON EACH SIDE OF MAX OR EACH STUD. STUD t0 TOP PLATES. OD4 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN U.N.O." ENGINEERED SHEATHING CONTINUOUS TO TOP OF MASONRY. ROOFO.G MAX(SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGIN)=FRED TEDBL. 2 x 4 FLOOR.) INSULATION PER ENERGY CALCS. ROOF TRUSSES12 TOP PLATE 624" O.G. MAX. 5PH4 SEE 3. ALL WALLS TO BE CONSIDERED SHEAR EACH STUD ELE SIMPSON 5PH4 RESISTING COMPONENTS 12 t0 TOP PLATE EACH STUD SEE SEE ELEVATION TO TOP PLATE ELE WALL CONNECTION W/0 WINDOW PAGES FOR ROOF COVERING WALL CONNECTION W/0 WINDOW 4 SHEATHING INSULATION DETAIL BAFFLE SEE ELEVATION PAGES F INSULATION ROOF COVERING 4 BAFFLE SHEATHING DE=TAIL SEE ELEVATION PAGES FOR SOFFIT SPP ELEVATION FASCIA DETAIL INSULATION PER COMMUNITY PAGES FOR SOFFIT E SPECS OR ENERGY CALCS FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY CALCS (2)-2x WD: HEADER (U.N.O.) W/ 1/2" GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR WD. HEADER (U.N.O.) SEE „ 1/2 GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR FLOOR PLAN FOR EXACT STRAPPING INFORMATION SCHEDULE SEE HURRICANE ANCHOR 6 EACH TRU56 BEE TRUSS LAYOUT FOR DBL. 2 x 8 SYP TOP PLATE W/ ELEVATIONS STRAPPING INFORMATION 51MRSON 5PH8 6 16" O.C. EACH WINDOW SEE FLOOR DBL. 2 x 4 SYP TOP PLATE W/ SEE ' STUD (12) 106 NAILS EACH. PLAN FOR SIXES 51MP60N 5PH4 o 16" O.C. EACH ELEVATION GYP. BOARD STUD (12) 106 NAILS EACH. RETURN Y 50ARD P B RD RETURN WINDOW SPP FLOOR PLAN FOR SIZES INSULATION PER WINDOW SILL CAULK e WINDOW WINDOW SILL CAULK WINDOW COMMUNITY SPECS OR ENERGY CALCS 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 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR ENERGY CALCS 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR "N" ON SHEET 6-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 8 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.G. INSTALL 1/2" DIA. x 8" Hill 2 x 4 SOLE PLATE BOLTS 4 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL. SIMPSON C516 OR SIMPSON MSTA36 a 32" O.C. OR EVERY \ OTHER STUD, TYP., BLOCK AS zz ---SIMPSON 5PH8 NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST (INSET) a 2x8 PT SOLE PLAN 2x4 FLATW16E VERT. BLOCKIN 5IMP60N HETA20 s 32" O.C. IF AS NEE=DED TO ACHIEVE FULL ATTACHED TO RIMJ015T5. 624" O.C. NAILING IN STRAPS. , MAX IF ATTACHED TO FLOOR USE 2- *5 BARS IN K.O. BLOCK IX P.T, FURRING HORIZ. 2x4 02 5YP RIM w/ (5) 0.13 x TRUSSES TOP (2) TWO COURSES .Q. *A •, 3 1/2" NAILS EA. TRUSS J015T 044 1/2" 1/2" CEILING GYP. BOARD SEE (INSET) NOTE ON N -I PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK 8" CONC. K.O. BLOCK BOND IX P.T. FURRING HORIZ. 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 6 OPENINGS 1 x 6 P.T. CURTAIN NAILER 9 OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE 8" CONC, K.O. BLOCK BOND BEAM POUR 50LID W/ 1 - *5 REBAR CONT. HORIZ. MIN. I x P.T. BUCK STRIP 1 x P.T. BUCK STRIP LAP = 25" WINDOW SET= FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW SILL - CAULK s WINDOW WINDOW SILL - CAULK WINDOW •a. WIND RESISTANT PRE -CAST GONG. SILL —1/2" GYPSUM BOARD WIND RESISTANT PRE -CAST CONC. SILL 1/2" GYPSUM BOARD 4" HIGH CONC. BLK, 4" HIGH CONC. BLK. 4 8" CMU PER ASTM -C SO, 1900 4"CONC, 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. a 5/8" CEMENTITIOUS 5/8" CEMENTITIOUS FINISH PER F5CR 703.6 < n °, a •4: FINISH PER FBCR 703.6 °•, .e °. FOOTING SEE 4.° . ' . °.� FOOTING SEE FOUNDATION PLAN d FOUNDATION PLAN FOR SIZES 4 MORE ° FOR SIXES 4 MORE INFO. ° ' INFO. rA-,jypical Two Story Wall Section Typical Two Story Wall Section S 4 SCALE: NTS " W/o Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 1,0 cry '0' • ;,,., °�' • '� .r w �. .. $ 0 NO z 'p <� Q o <LLJ 7 - LL ` in p �n t z �d¢_� o �__LID tu U-1 to M t 0 U, 0 Lu DATE �g 3fZi-17 SCALE N07'E•O DRAWN MK/POK JOB .rrrrrrirrrr.w� Sheet content: Structural Details Sheet number: 54 ATTACH TRU55ES PER FRAMING NOTES. IF TRU55ES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. AND ATTACH WITH (3) 0.1311lx3-1/2" TOENAILS AT EACH END TYP, PROVIDE A — MINIMUM 2 PLY END STUD AT EACH END OF FULL DEP VMKING -8 SHEATHING EDGES w/ (3) 0:131"x3-1/2" TOENAILS EA. ENE) CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. 51MP5ON HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 51MP60N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT,' SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN 7001.15LE TOP PLATE SET. (MIN. STUD GRADE SYP) FLOOR TRUSSES TYP. I I 2x STUDS 416" O.C.-J CMu WALL - SEE FLOOR PLAN FOR MORE INFO. 2X 50TTOM PLATE WITH (4) NAILS AT EACH PASSING TRU66 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRUS84RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail $-5 SCALE: NTS 51MP50N 5PH4 TO EA, DBL 2x S.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 NAILS. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE OF WALL STUDS. STUDS SHALL BE INSTALLED MAX. 16" O.C., SEE 2x4 S.Y.P. 02 RIBBON W/4-106 8 EA. FLOOR TRUSS, C516 OR MSTA 36 32'"O.C. (36" LONG) N FROM EA, STUD TO, (2X12) WOOD BLOCK OR FLOOR J015T 2xI2 SYP 02 WOOD 3-0.131 x 3 1/2" EA. BLOCK BETWEEN JOINT SIDE. FLOOR J015T WITH 5-16d HETA20 32" O.C. ON THE TOENAILS. INSIDE FACE OF 2x12 NOTE: SEE 'N'/8-3 FOR STUD INFORMATION SALT. Frame/Masonry Connection #1 S-5 j SCALE: NTS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP60N SPI'S ON EACH 51DE OF STUD TO BOTTOM PLATE 6 SIMPSON SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O. 51MP50N 5PH4 EA, STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51Zf WALL STUDS. 5' SHALL BE INSTALLED JOINT A.B. EXTEN51ON DETAIL 6 MAX. 16" O.C. � COUPLER NUT DIA. 1/2" J -BOLTS OR WITH 5IMP50N SET EPDXY, 5° 2X4 RIBBON w/ 3-16d EMBI=DMENT 24" EA. TRUSS. NOTE: SEE 'N'/5-3 FOR STUD INFORMATION SALT. Frame/Masonry Connection #2 SCALE:NTS ENGINEERED ROOF TRUSSES e24" O.C. INSULATION PER ENERGY CALCS GYPSUM CEILING BOARD HURRICANE ANCHOR -S EACH TRUSS PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DECKING 2"X4" PANEL BLOCKING @ 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2`X4` CROSS BRACE 0 48" 0/0 FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1n° S EA. END INTO 2`X4` BLOCKING DECKING 2 "X4" PANEL BLOCKING Q 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS 2`X4` CROSS BRACE is 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" 6 EA. ENID INTO 2"X4" BLOCKING FLOOR - 2 "x4" PANEL BLOCKING 6 48" O.C. FO J015T THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45• EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. IN -2ND FLOOR FRAMING -51MPBON C516 OR M5TA36 STRAP 32" O.C. EVERY OTHER EACH 5Tt 5 -FLOOR JOIST-5EE FRAMING PLAN - WEEP SCREED INSTAILED PER MANUF. - 51MP5ON HETA20 Q 32" O.C. MAX. 10 2ND FLOOR FRAMING -SIMPSON CS16 OR MSTA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. -FLOOR JOIST -SEE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a M6TA36 OR C616 OR HETA20 LJHICH IS NOT ALIGNED W/ TRU85 vERT. WEB U51NG 2-0.131" X 3 1/2" TOENAILS ow EA. END. ?4 -0„ QC. 2`x4` CROSS BRACE 6 48" O.G. FOR --" V THE let 2'-0" OF END WALL W/ (2) 106x3" EA, END INTO 2`x4` BLOCKING. (ANGLE NOT TO EXCEED 45°) SEE *** WHEN *** WHEN ANGLE 15 GREATER THAN 45•, DISTANCE 15 CROSS BRACE 6 48" O.C. FOR THE let LESS THAN 2'-0" 4'-0" OF END WALL. a THE FIRST BAY Floor Truss Parallel To Brg. Wall $-5 SCALE: NTS 2nd FLOOR WALL EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 24" O.C. MAX. SIMPSON1/2" GYPSUM CEILING BOARD W/ KN CK W/ IN 22)510d U16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE COMMONS (11 AT CROSS STRAPPED SEE GENERAL NOTE FOR GARAGE APPLICATION MIN. EACH END) SEGMENT, IF SHEATHING 15 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMP50N SPH4 BEAM / GIRDER GYPSUM WALLBOARD, o 16" O.C. w/ (12) 1001 NAILS EACH ATTACH WITH 6D COOLER I/2 GYPSUM BOARD NAILS AT I" O.C. OR #6 X " W/ 2B-0.1311 PLATE 2" FLOOR TRUSS 1-1/4 SCREWS 6 O.G. ALONG NAILS a 6" O/C EDGES AND 12" O.C. IN THE I/2 ANCHOR BOLT 6 24" Q FIELD. IF SHEATHING IS OTHER THAN GYPSUM, SEEO.G. W/ NUT 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS NAILING SCHEDULE AT 0/52. SIMPSON 5PH4 -S EA. F Second Floor Frame Connection 0 Girder STUD w/ (10)10d NAILS S 5 SCALE: NTS EACH 4"CONC. SLAB, SES FOUND, PLAN qA FOOTING SEE FOUNDATION 4, PLAN FOR SIZES e MORE INFO. o T ical Two Story Interior Bearing Shear Wall Section S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DI50REPANCIE5 DBL. 2X TOP PLATE THESE PLA145 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE INSTALL SIMPSON C516 CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION '1�CRO55 STRAPS WITH (1) 0.131"x3-1/2" NAIL AT EACH 2x4 SOLE PLATE PROVIDE (2) 16d 5PH4 , EA. STUD HARMLE59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED a PASSING STUD AND BLOCK, COM fit EACH TRU55 I/2" GYPSUM REVISIONS AND WITH 4 NAILS MINIMUM AT ��tiillt0/®r EACH ENI TO TOP AND w BOTTOM PLATES/END STUDS. SIMP50N CS16 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR, ADHESIVE COMMONS (12 MIN. EACH END) STRAPS SHOULD BE AND AT 45 11'-4 NAILED SEE SCHEDULE DETAIL "0" 1105# MAX 6 24" O.C. MAX OR SHEET 5-2 DIAGONAL DEGREES OR LESS IN EACH STUD WRAP UNDER TDP ON •rW Lu RELATION TO HORIZONTAL. PLATE (1ST FLR)PRE ENGINEERED WOOD ---FLOOR b �4 O ' i5 p 1:1 TYPICAL./"" TRUSSES S 24" O.C. u� i5_ Ill N .J W 2x4 02 SYP RIM w/ (3) - I IF DOUBLE END /STUD IS OVER A 16d NAILS EA. TRUSS JOIST (INSET) VOID SPACE, 1/2" GYPSUM BOARD INSTALL SOLID 2X z BLOCKING BELOW. SIMP50N MTS16 a ----_ TYP. EACH FLOOR TRUSS DECKING 2"X4" PANEL BLOCKING @ 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2`X4` CROSS BRACE 0 48" 0/0 FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1n° S EA. END INTO 2`X4` BLOCKING DECKING 2 "X4" PANEL BLOCKING Q 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS 2`X4` CROSS BRACE is 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" 6 EA. ENID INTO 2"X4" BLOCKING FLOOR - 2 "x4" PANEL BLOCKING 6 48" O.C. FO J015T THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45• EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. IN -2ND FLOOR FRAMING -51MPBON C516 OR M5TA36 STRAP 32" O.C. EVERY OTHER EACH 5Tt 5 -FLOOR JOIST-5EE FRAMING PLAN - WEEP SCREED INSTAILED PER MANUF. - 51MP5ON HETA20 Q 32" O.C. MAX. 10 2ND FLOOR FRAMING -SIMPSON CS16 OR MSTA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. -FLOOR JOIST -SEE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a M6TA36 OR C616 OR HETA20 LJHICH IS NOT ALIGNED W/ TRU85 vERT. WEB U51NG 2-0.131" X 3 1/2" TOENAILS ow EA. END. ?4 -0„ QC. 2`x4` CROSS BRACE 6 48" O.G. FOR --" V THE let 2'-0" OF END WALL W/ (2) 106x3" EA, END INTO 2`x4` BLOCKING. (ANGLE NOT TO EXCEED 45°) SEE *** WHEN *** WHEN ANGLE 15 GREATER THAN 45•, DISTANCE 15 CROSS BRACE 6 48" O.C. FOR THE let LESS THAN 2'-0" 4'-0" OF END WALL. a THE FIRST BAY Floor Truss Parallel To Brg. Wall $-5 SCALE: NTS 2nd FLOOR WALL EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 24" O.C. MAX. SIMPSON1/2" GYPSUM CEILING BOARD W/ KN CK W/ IN 22)510d U16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE COMMONS (11 AT CROSS STRAPPED SEE GENERAL NOTE FOR GARAGE APPLICATION MIN. EACH END) SEGMENT, IF SHEATHING 15 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMP50N SPH4 BEAM / GIRDER GYPSUM WALLBOARD, o 16" O.C. w/ (12) 1001 NAILS EACH ATTACH WITH 6D COOLER I/2 GYPSUM BOARD NAILS AT I" O.C. OR #6 X " W/ 2B-0.1311 PLATE 2" FLOOR TRUSS 1-1/4 SCREWS 6 O.G. ALONG NAILS a 6" O/C EDGES AND 12" O.C. IN THE I/2 ANCHOR BOLT 6 24" Q FIELD. IF SHEATHING IS OTHER THAN GYPSUM, SEEO.G. W/ NUT 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS NAILING SCHEDULE AT 0/52. SIMPSON 5PH4 -S EA. F Second Floor Frame Connection 0 Girder STUD w/ (10)10d NAILS S 5 SCALE: NTS EACH 4"CONC. SLAB, SES FOUND, PLAN qA FOOTING SEE FOUNDATION 4, PLAN FOR SIZES e MORE INFO. o T ical Two Story Interior Bearing Shear Wall Section S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DI50REPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLA145 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ��tiillt0/®r • aC s {[ .� . Z •rW 1111 b �4 O ' i5 p 1:1 u� i5_ Ill N .J W �- - I z Lu DATE 049-30-17 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: DRYWALI OVER FUI BLOCK U 111164116 COVE MC (0100) lx6 TRIM (WINDOW PER PLA (WINDOW --- -_ PER PLAN) `"'-- COMPOSITE WINDOW SILL SQUARED DETAIL -----i EDGES Ixb TRIM BEAD BOARD --- �_ PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL XT61 SILL 141.1 ' 11 L'_ I WINDOW VAIL 1/4' DOOR CASING ELEVATION 03660 BELOW SCALE: 1/2'- i'-0' LINE OF WALL RMOVER W/ -G.C. VERIFY TOP TILE Ix6 TRIM BELOW TEMP. GL. ENCLOSURE WRAP IN LINE OF TRIM -.._.. LINE OF WALL HIGH PER PLAN Lj (NICHE CORIAN SILL; BELOW ``--------- -- (PROJECT 1/2" OUT LINE OF CASING PER PLAN) LINE OF CASING— _ BELOW BELOW 1:]-:7- -- - -------_-- - ------ TILE FINISH COMPOSITE WINDOW PLAN SILL DRYWALL FINISH OVER FURRING ON COMPOSITE WINDOW_,DRYWALL BLOCK WALL FINISH I� TILE FINISH SILL OVER 2x WALL (SEE 2x STUDS (PER PLAN PLAN) OVER WATER WINDOW STOOL W/ PLAN) TRIM AND BEAD BD. NICHE STOOL DEf'AIL PLAN SPECIFIC PER PLAN : P- rte' PLAN SPECIFIC PER PLAN scab: f ° 1, -Ir =) � WALL BD. SHIM AS I'-4' TEMP. GL. ENCLOSURI= IR pRYtUAL.L 641M AS I'-4" REQ'D. L SHOWER SHOWER 8' W. cORIAN MOD. �I CAP INVERTED 2 1/4' -� ERTED 2 1/4' I"tEh I� DOOR CASING (%b) I' OR CASING 0366) 2x STUDS (PER f 2x STUDS (ISR STUDS (PER STD.AJV) STD: PLAN) :� STD. ' PLAN) BASE BASE 2cq VAINTY � CABINEDRYWALL CABINET 1!1' DRYWALL CABINETO/4' BASE BD. 3 1/4' BASE BD.66) (566) QUARTER QUARTER 31/4' BASE BD. (%b) ROUND ROUND CALI. TOP HIGH BAR TOP VANITY LOW WALL SECTION PLAN SHOWER LOW WALL SCALE: 1/2's I'-0 (WINDOW – PER PLAN) COMPOSITE WINDOW SILL SQUARSED DETAILEDGE – INVERTED 2 1/4" ----' DOOR CASING (%b) DRYWALL FINISH OVER FURRING ON BLOCK WALL SCALE: 1/2': I4' SCALE: 1/2'- i'-0' SCALE: 1/2' :I'-0' RMOVER W/ -G.C. VERIFY TOP TILE TILE t0 V W. C©RIAN (WINDOW TEMP. GL. ENCLOSURE WRAP IN CAP LINE OF WALL HIGH PER PLAN Lj 8' W. CORIAN WINDOW CORIAN SILL; KNEE (PROJECT 1/2" OUT (+366) 1/2' DRYWALL CAP LINE OF CASING— BELOW 36' OR 42' BELOW CAP TILE FINISH SILL H1w PER PLAN I� TILE FINISH OVER WATER DETAIL 2x STUDS (PER OVER WATER RESISTANT PLAN) I) RESISTANT =) � WALL BD. WALL BD. IR pRYtUAL.L BATH II L SHOWER SHOWER �I SHOWER 31/4' BASE BD. �I SIDE? 10366) � f SECTION PLAN SHOWER LOW WALL SCALE: 1/2's I'-0 (WINDOW – PER PLAN) COMPOSITE WINDOW SILL SQUARSED DETAILEDGE – INVERTED 2 1/4" ----' DOOR CASING (%b) DRYWALL FINISH OVER FURRING ON BLOCK WALL SCALE: 1/2': I4' SCha: I' • I'-0 ix8 RMOVER W/ -G.C. VERIFY TOP TILE 3 U4' BASE BD. OF (WINDOW 2x6 WALL PER PLAN 111' DRYWALL LINE OF WALL HIGH PER PLAN Lj BELOW CORIAN SILL; KNEE (PROJECT 1/2" OUT (+366) TO RECEIVE'TILi) LINE OF CASING— BELOW 36' OR 42' COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4'a 1'-0' SILL (WINDOW PER PLAN) ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL -COMPOSITE WINDOW SILL -SQUARED DETAIL EDGES INVERTED 2 1/4' DOOR CASING (0366) FLOORING / 5A5E 50ARD NOTE- UJI4EN FILE FLOOR 15 SELECTED ONL ' 5A5E 50ARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED 5A5E 50ARD AND 5HOE t�OULD ARE IN6TALLED. Ix JAMB (BI -PASO. DRS. PEF PLAN) (BI -PASS -, DRS. PER PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING 036(P) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) , X- 2 1/4' DOOR CASING (036(o) HELD OVER 1/2" PLAN TYP. BI -PASS DRS. CASING DETAIL :1,.4 MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION 3 1/4' BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: IN.- 1'-0' NOTE.- DR,4WING5 ON 11"xi-I" 5�4EET UJILL 5E ONE MALI° THE SCALE NOTED 5 1/4' CROWN ' (x'45) 5 1/4" CROWN PLAN SPECIFIC PER PLAN w' i' - f -v `�. SCha: I' • I'-0 ix8 RMOVER W/ WHITE PAVE 3 U4' BASE BD. Pio STATE STREET' EAST OUDSMA& FLOP" 34671 813.9'25.1300 TEL 813.925.IBM FAX WWW.DAV6Bh"WSC0M TAMPA • t?ErgvER. ROUTER 2x6 WALL 111' DRYWALL HIGH PER PLAN Lj 3 1/4' BD. 2x6 STAIR KNEE WALL CAP (+366) 24 WALL 36' OR 42' H1w PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN w' i' - f -v `�. ROUVDOVER W/ 044 PINT ROUTER V2' DRYWAL.L 3 U4' BASE BD. Pio STATE STREET' EAST OUDSMA& FLOP" 34671 813.9'25.1300 TEL 813.925.IBM FAX WWW.DAV6Bh"WSC0M TAMPA • t?ErgvER. -..-vn EST. 19" 2x6 WALL 36' OR 42' HIGH PER PLAN Lj 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN ` I' ° "-v TRIM DETAILS x a w 'JW NtWM 22W CAO FILE am W18-16 REV= 07-07-16 10-06-16 11-02-16 O 6 00 TE C4 to Nh og d; o� IL IL to DAVIS BEWS DESIGN GROUP Pio STATE STREET' EAST OUDSMA& FLOP" 34671 813.9'25.1300 TEL 813.925.IBM FAX WWW.DAV6Bh"WSC0M TAMPA • t?ErgvER. -..-vn EST. 19" 'JW NtWM 22W CAO FILE am W18-16 REV= 07-07-16 10-06-16 11-02-16 cn H w D � Z � CD � con D � J m CD Z J TRIM • mu • TYPICAL mm wrens DAVIS BEWS DESIGN GROUP Pio STATE STREET' EAST OUDSMA& FLOP" 34671 813.9'25.1300 TEL 813.925.IBM FAX WWW.DAV6Bh"WSC0M TAMPA • t?ErgvER. -..-vn EST. 19" cn H w D � Z � CD � con D � J m CD Z J TRIM • mu • TYPICAL mm wrens LJ -1021 STANDARD - 42" N. ROSETTE :�„ STANDARD - 42" H. KNEEWALL KNEEWALL (OPT. LJ -6010 RAILING SHOWN) (OPT. LJ -6010 LJ -4040 RAILING: SHOWN) ( NEL POST OPT. LIP-MG2KNUC44 WE 14 PAINTED BASE WROUGHT IRON BALUSTERS PLATE 31/4" BASE BD. LJ -1011 LEVEL QUARTER TURN��'�'% AS APRON LJ -1011 LEVEL LJ -4 4 LJ -4042 G�IARIER TUR1V i NEWEL POST C NEWEL LJ -045 LJ -4040 ,I POST NE L POST NEWEL POST IG -:--_: OPT. LIW-M6 i f WROUGHT IRON BALUSTERS LJ -4040 I ��'�. NEWEL POST ,,...••" I I .,� 1x6 PAINTED B LJ -1021 _ �,.-1x6 PAINTED BASE SECTION I . Ixl2 SKIRT ROSETTE PLATE CUT THRUM, ,:� BOARD PLATE LJ -6010 Ixl2 SKIRT 3 1/4" BASE WALL `.�<� `� 3 1/4" BASE RAILING � =� BOARD AS APRON ���` " LJ -6010 AS APRON RAILING LJ -5015 WOOD LJ -1041/8 BALUSTERS BASE S -TURN BASE (3 PER TREAD) _ CAP STANDARD - LJ-8014MRI CAP PJLD STANDARD - LJ-8014MR1 MOU1x12 SKIRT TREAD FOR CARPET LJ -5015 WOOD TREAD FOR CARPET BOARD (OPT. LJ -8010 SERIES BALUSTERS (OPT. LJ -8010 SERIES TREAD SHOWN) (3 PER TREAD) TREAD) LJ -8095 OAK Ix8 PAINTED LJ -8095 OAK Ix8 PAINTED LINEAL COVE - RISER LINEAL COVE _ RISER MOULDING MOULDING LJ-8010MR1 LJ-8010MR1 BASE OAK TREAD OAK TREAD PER TM LEVEL BAR 3 1/4" OR 5 1/4" 33114" OR 5VI/4' LJ -4042 1x12 SKIRT LJ -4042 NEWEL POST BOARD NEWEL POST 2 EA. - LJ -3018 RAIL 2 EA. - LJ -3018 RAIL AND POST FASTENER AND POST FASTENER GENERIC SWITCHDMCix GENERIC STRAIGHT RUN STAIR DETAIL STAIR D ETAI L GENERAL STAIR NOTE: REPER TO FLOOR PLANS FOR 11PEAD MPTH AND RISER E1564T REQIIIwo. * INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 51/4" LANDING TREAD LJ -8090-5 OAK 51/411 LANDING TREAD RAILING SEE GENERAL STAIR NOTES 1=Ac f RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHDI-XCix STAIR FLOOR PLAN KTA STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3, ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD t0 BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" 16 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. i6. BALUSTERS (IMOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNIN 6) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MR1 TREAD LJ-8010MR"e TREAD 8" AK Wrl WALL STARTS RISER III ----�...----LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.S. i `x� Ji. IU 1x12 SKIRL RAIL (KEEP HOLE SECTION -.�:' DAVIS BEWS DESIGiN ORI W BOARD DEPTH THE SAME AT CUT tHRU �i3�v WALL LJ -404 42" H. LJ -1021 RAILING ROSETTE 36" H. RAILING POST LJ -6010 RAILING LJ -6010 36" H. LJ -1041/8 CAASPE S -TURN - MOULD 3 1/4" BASE BALUSTERS STANDARD - LJ-8014MR1 LJ -5015 WOOD _ = ` TREAD FOR CARPET BALUSTERS lo (OPT. LJ -8010 SERIES (3 PER TREAD) LJ -4042 WOOD TREAD TREAD) LJ -8095 OAK - LINEAL COVE LIN-WOL25ASK44 BASE LJ OAK MOULDING (DOUBLE BASKET) - BASE LIN-HOLIBASK44 MOULD MOULDING IxS PAINTED PER TM LEVEL (SINGLE BASKET) RISER 3 1/4" OR 51/4" DECORATIVE METAL BALUSTERS PEIR PLAN PER TM LEVEL Ixl2 SKIRT 31/4" OR 5 1/4" LJ -1040 / 1045 BOARD TURNOUT TYP. LEVEL 2 DECORATIVE LJ -3009 METAL LJ -4010 BALUSTERS AT STAIRS BRACKET INSTALLATION DETAIL NEWEL POST N.T.S. N.T.S. LJ -8010 STARTING STEP LJ GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L NT.5. 3/4" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 2x STUD WALL w/ DRYWALL FIN. „ 36 H. RAILING LJ4010 RAILING -- LJ -5015 WOOD LJ -4042 BALUSTERS NEWEL POST - BASE CAP (3 PER TREAD) MOULD 1x12 SKIRT LJ-8010MRI BOARD OAK TREADS LINE OF BALUSTERS TO BE PARALLEL SUB TREAD LJ -8095 OAK TO LOP RAIL LINEAL COVE 00 MOULDING Ix12 SKIRT BD. 21�1 IN BASE CAP MOULD a� r C4 LJ -4010 LJ -4045 LJ -4042 LJ -4040. TYPICAL NEWEL POST PROFILES w 4 4 � 4 4 4 -5015 LIN-POL15ASK44 LIP-14OL25ASK44 LIP-HOLIKNUC44 LIH-HOL2KNUG44 LIP-14OLPLA44 LIH-14OL50144 (PLAIN) W/ LI-ALAK01 l2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.Ta. 2x12 STRINGERS - `— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EGL SPACED) TYP. OPEN TREADS W/ TYP. WOOD BALUSTER PICKETS AT STAIRS DETAIL INSTALLATION DETAIL Nw TO NTS. 1" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND NOTE: D1c AWING& ON 11 ''xil '' SHEET UJIL�L� 5 ONE HALF THE 5CAL.E 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 (DOUBLE KNUCKLE �`- LIH-HOLMUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EGL SPACED) TYP. LEVEL 1 DECORATIVE M ETOL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR - BALUSTERS IN TO LAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL t0 TOP RAIL C 1. L 00 RAIL (KEEP HOLE DAVIS BEWS DESIGiN ORI W DEPTH THE SAME AT �wr 19% �«...- EACH BALUSTER) LJ -404 42" H. LJ -1021 NEWEL RAILING ROSETTE 36" H. RAILING POST LJ -6010 RAILING LJ -6010 36" H. LJ -4042 RAILING RAILING NEWEL POST LJ -5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LINE OF BASKETS t0 LJ -4042 WOOD TREAD BE PARALLEL TO TOP RAIL POST Ixi2 SKIRT BD. LIN-WOL25ASK44 BASE LJ OAK (DOUBLE BASKET) -8095 CAP LINEAL COVE LIN-HOLIBASK44 MOULD MOULDING (SINGLE BASKET) DECORATIVE METAL BALUSTERS PEIR PLAN PER TM LEVEL (3 PER TREAD - ALTERNATE 31/4" OR 5 1/4" BASKETS AND EQ SPACED) TYP. LEVEL 2 DECORATIVE TYP. OPEN TREADS W/ WOOD METAL BALUSTER BALUSTERS AT STAIRS INSTALLATION DETAIL N.T.S. N.T.S. NOTE: D1c AWING& ON 11 ''xil '' SHEET UJIL�L� 5 ONE HALF THE 5CAL.E 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 (DOUBLE KNUCKLE �`- LIH-HOLMUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EGL SPACED) TYP. LEVEL 1 DECORATIVE M ETOL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR - BALUSTERS IN TO LAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL t0 TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) • LI -ALA 2 EA. STAIR ADJ. KNUCKLE) r DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.TS. STAIR DETAILS, TIM TYPICAL STAIR DETAILS • SHEET r r SD. C 1. L 00 "a Y T Oto L a' ��W 0 T DAVIS BEWS DESIGiN ORI W W sTA"M STRWr F I%T a DGIMAk MOP" 34n 813.9"25.1300 TEL 813.92!5.1800 FAX WWWM,VASEMSCOM TAMPA r DENVER �wr 19% �«...- LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) • LI -ALA 2 EA. STAIR ADJ. KNUCKLE) r DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.TS. STAIR DETAILS, TIM TYPICAL STAIR DETAILS • SHEET r r SD. DAVIS BEWS DESIGiN ORI W W sTA"M STRWr F I%T a DGIMAk MOP" 34n 813.9"25.1300 TEL 813.92!5.1800 FAX WWWM,VASEMSCOM TAMPA r DENVER �wr 19% �«...- LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) • LI -ALA 2 EA. STAIR ADJ. KNUCKLE) r DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.TS. STAIR DETAILS, TIM TYPICAL STAIR DETAILS • SHEET r r SD.