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513 Red Rose Ln 17-3751 (a)
LOT 310 - THORNBROOKE 40's GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F,B.G.R. - 5TH EDITION (2014), NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATIOK EXTERIOR MALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 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 TD ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED, OILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC; AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R. - 5TH EDITION (2014) R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES ANASTASIA GARAGE RIGHT SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND ASTM G 926. PER F.B.C.R, 5TH EDITION (2014) R103.62.1 WEEP SCRI_ED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT 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 A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.G.R 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.C.R 5TH EDITION (2014) R10316B OR IN INCLUDED ELEVATION TRADITIONAL ACCORDANCE WITH ASTM G 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 TAYLOR MORRISON S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 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 WEIGHT DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. �:GR1::55 THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 24 5UB-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 4211 UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, REDRAW NOTES 12-08-12 CREATED LOT SPECIFIC PLAN FOR LOT 310 IN THORNBROOKE 40's, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, STAIR RAILING, POCKET SLIDER AT GATHERING ROOM, 8' INTERIOR DOORS AT MAIN FLOOR, FRENCH DOORS AT 5TUDY, VENT HOOD / MICRO OUTSIDE; ADDITIONAL 51NK AT BATH 3, LAUNDRY SINK, (1) OILING FAN PREWIRE5, (8) RECE55ED CAN LIGHTS, 5WITCHED FLOOD LIGHT, AND (1)110 RECEPTACLE. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" PLAN REVISIONS I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 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 -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBR15 ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE K:TunOV N TES INDEX SPECIFICATIONS DWEL IS TO GARACO V— GENERAL NOTES, r DWELLING / GARAGE OPENINGS: 1 —SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. 2A 1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT 5HINGLE5 (►F APPLICABLE): 1 I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND RW05fo.1. 2 B 1 — UPPER FLOOR PLAN NOTES 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 1N 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 2 B 2 -UPPER FLOOR PLAN DIMENSIONS UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM p 6151 I5 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. 3A1 — FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 3A2 -SIDE ELEVATIONS ROOF PLAN BUILDING SECTION ORC� E RECOMMENDATIONS IONSA� IFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vaw IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 / r 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) R90533 SHALL CONFORM WITH A5TM D 226 TYPE 11• A5TM D 2626 TYPE II. 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 3A3 — FLASHING DETAILS, INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAo IS DETERMINED IN ACCORDANCE WITH SECTION R302.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 3A4 -FLASHING DETAILS ,- I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 0PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 0 HIGHER THAN THE ROOF OR RIDGE THAT 151E4" AWAY OR CLOSER 4A MAIN FLOOR ELECTRICAL PLAN TUB AND 5HOWER AREAS: 4 B -UPPER FLOOR ELECTRICAL PLAN 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM G1288, G1325, OR C1118 AND. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: TR - TRUSS STRAPPING PLAN I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO N 1 - STRUCTURAL NOTES ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT S 1 - STRUCTURAL DETAILS (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, S2 STRUCTURAL DETAILS MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S3 STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR; AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. S4 -STRUCTURAL DETAILS '" 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "16 GAUGE (0.48 mm) SHEET STEEL SS — STRUCTURAL D ETAI LJ 4. OTHER APPROVES MATERIAL AND SHALL HAVE A OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. TD — TRIM DETAILS RECORD COPY 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV15IONS OF SECTIONS MI4113. SD - STAIR TRIM DETAILS EXHAUST FANS AND VENTING: REVIEWED FOR CODE COMPLIANCE ).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. — r --- 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE PLANS EXAMINER OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. - G- ts 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 DATE OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAO) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES SANFORQ_B111L Imo! , 1y WN DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER I$ LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ATTENTION GENERAL CONTRACTOR / BUILDER: CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE REQUIRING A CORRECTION OF ERRORS IN PLANS, BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY C"OPAC T"ION TEST OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE WELD RESPONSIBLE. REQUIRED %1511 �*''fuxxbe r ShlrspVerified �,► S *4L % DRAWING INDEX X w NOD M a dN' C,j ■� lam djrt o a °�� �o� Eah ZQ�• 40 N0 • JOB NUMBER 28002.005 • CAD FILE NAME LOT 310 TB ISSUED 12-06-17 REVISED Ir"••numurrr•i�r—� 1r III III Vortex Engineering, LLC, 607 S. Alexander St., Sulte 103 Plant Clty, Rorlda 33563 813J04,4842 FL4 52683 - COA4 28035 Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN 6OMPOANCE WITH SECTION R301 OF THE FLORIDA BUILDING GORE, RE5IDENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU59 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRV55 LOAD INFORMATION 15 "FLIED TO THE ENGINEER. SEALED FOR 5TRUOTURE ONLY slow W0 C:) (1) CD ne W iC'?cy. 0 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD511M1t, FLORIIaA 396T7 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM rA�crA • >nElvvEri. Imo. ��. �.. 2582 • TITLE • GENERAL NOTES REVISION LOG cov F.410 9'-8" 65'-411 /� 81-411 41-41' 4'-GJ" 4'-8" 4'-811 41_011 11 51-411 5'-411 41-41' 41-1011 3' b" 4-411 11.811 811 11IVV 2-STORY I -STORY Fv OOTINC� FOOTING D Hat 41-411 811 81l G.C. VERIFY ACRYLIC ON LANAI WIDEN FOOTING 8" AT POCKET SLIDER AND "5 ADD (1) RE5AR ■ I 31'-10" N _ I 50 GAL. I Ir �, I W.H. II I n J 16" WXIb" DEEP FTG. SI L — J 11 W/ 2 "5 CONT, I I — 9 -I 3141 I � I-5TORY FOOTING (TYP.) I I 20" -ro CO�/ CONT. REBARS PROVIDE i 26" MIN, LAP WHERE SPLICED AND I WIRE TOGETHER. BOTT, OF FTG. , 20 0 i SHALL BE 1211 MIN. BELOW GRADE 8 II 1 v I PITCH FT. ` -8"8" FTG. W/ I - 05 CONT. (TYP. AT LANAI) � ■ 41.411 5.411 ■ 4 I I 7� ■_�1/1! ELEVATION AT 0.0" (ASSUMED) 35" THICK, 2500 OR 3000 P.S.I: CONCRETE SLAB ON GRADE W/ 6xb WI.4xWI.4 MESH OR FIBER =dr MESH OVER 6 MIL. VAPOR Q BARRIER ON CLEAN WELL - N COMPACTED, TERMITE TREATED, GRANULAR FILL. 1_��Z /�� Z 21'-6" "' 0 2'-6" ri \ / / \ III I 16" Wxlb" DEEP FTG. W/ 2 "5 CONT. PROVIDE WATER �.� LINE FOR ICE MAKER /� / 4/ G OF REF. 3'41 SLAB - CJ. -- �- >icD / M i I i - I C.I. J -------------------rt_-__----------------- PITCH TO DRAIN i I 186 I AA � 0s 811 3A2 i 12'-3" NOTE: AB ANGLES / 4'-11" "� ?'-1" LT. cp _■ ■ ®r-3 n, 2-5i0RY FOOTING (TYR) 20" H. x 20" W. CONE. MONO-FTG. W/ 3 - "5 CONT. REBARS PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE -= 16" Wx12" DEEP FTG. B W/ 2 -15 CONT. SI II �- �f I I u, 8" THICKENED EDGE I I �^ FOR SHOWER RECESS I I W/ I NO.5 BAR CONT. I I �, 1=4 / 3/4" CONDENSATION u' DRAIN BY PLUMBER a' 10'-10" �' AIR HANDLER II[LINE6 I FROM UPPER FLOOR 4" P.V.G. I I r �'" I I I I I I `t I I ( L — J ICI r — j 1 P.311 16" Wxl6" DEEP FTG. W/ 2 - 05 CONT. RECESS FOR ENTRY DR 12'-1" 81.111 21_811 21_011 ■ n ■ ■ ■ 3 -6 x3-6 A/C " PAD (SEE MECH. CONTRACTOR FOR LOC.) — -1 0 25 3 -81 51.211 51.811 � i 41_0II 4'-4" � ♦ ■ v0 m , �' ♦ `�� 3'-811 l ■ ■ ■ ■ �a `�`' 5'-411 I -STORY FOOTING FTG. W/ I - 15 CONT. (TYP. AT ENTRY) 131-811 � 10'-10" 10'-II" 2'-I" I'-8" 3'-10" � LAY, ■ ■ -I y� 54 3/4" CONDENSATION A 4" P.V.C. DRAIN BY PLUMBER ■ ■ ■ Lm I -- o? TILE SHOWER �^ �° SEAT RECESS �I I ABV, 21.011 \ \ 5'-6" CIO ■ 8" C.M.U. WALL ASV. ■ 191-011 M PAVERS I -' ■ _ IF H$. 3'.011 ELEVATION (-) 0'-31/2" AIR HANDLER 811 CMll. WALL ABv. PITCH I/8" / FT. 1=4 O INDICATES I - S VERT. REBAR IN MASONRY CELL FILLED 3/4" CONDENSATION LINES FROM s SOLID V CONCRETE. DRAIN BY PLUMBER FLOOR a `� > VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE 41-411 4'-011 41_611 41.8" 41_511 41 811 31.811 1'-011 4'-611 3'-1011 31_211 31.211 11_411 11-811 SPLICED AND WIRE TOGETHER $2'-4" 9'-0" 15'-011 131-811 TAYLOR MORR16ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE .....,° ell — : ,.+ �-`.Z `fir • • t, ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE 5UILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 1=1 12" DEEP x3b"x3b" CONC. FOOTING W/ (4) 5 BARS EACH WAY. 1=2 12" DEEP x2411x24" CONC. FOOTING W/ (3) S BARS EACH WAY, G20" DEEP 60"60" CONC. FOOTING W/ (3) 5 5AR6 EACH WAY x FFIFi- ro .. u' N co N� 0 YI RAM 2 J V L� �r- �■ Llr a ' • 00 =FQCO ■� 000 E Q f. CO Z_QT co41 a UNA • JOB NUMBER 280OZ 005 � CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST WYMAR, FLORIDA 3*77 813. 925. L300 TEL 813.925.1800 FAX VVWW.DAVLSBEWS.COM TAMPA • IDEIVVER EST:1994 1�1 111 ��w 111 111 Vortex Engineering, LLC, 607 S. Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FA 52683 - CCA# 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE RE�/IEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTION R501 OF THE FLORIDA SUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARIN6 OONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER, SEALi=D FOR STRUCTURE ONLY li•I.111g11•I• 12" DEEP 60"60" CONC. FOOTING W/ (3) 05 BARS EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM ' SOIL 5EARING CAPACITY OF 2000-P5F (R401.4. I F5CR). • T17LE • FOUNDAT70N PLAN OPT. ALT. DEN ■ INDICATES 105 OPT. POCKET S.G.D. OPT. O.D.K. ♦ INDICATES 2 05 FOUNDATION PLAN • SH T • SCALE: 1/4" - 1'-0" GARAGE RIGHT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS �cr:�� 2011 2'1" 31" 5311 WINDOW CALL -OUTS (D12 5H 1/2 32 5H 22 5H 32 5H = 13 5H 1/2 33 5H 23 SH 33 5H 0 51 14 5H 1/2 34 514 24 5H 34 514 z 63" 0 15 5H 1/2 35 51.1 25 514 35 514 'S• z "12" s 16 5H 1/2 36 5H 26 5H 36 5H �c G.C, VERIFY MASONRY OPENINGS FOR ALL WINDOWS, to WINDOW SIZES AND INSTALLATION MAY VARY PER MANUFACTURER AND SPECIFICATIONS, 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGLE HUNG-5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) 9 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5WALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * OPEN TO FAMILY ROOM o-+ (e-y P.ARCHWAY SCALE: 1/4" -- 1411 OPT. SHIM AS AIR SWITCH REQ'D. FOR DISP. �, 1'-011 11`- CASING 2x STUDS (PER 5TD. PLAN) BASE CABINET 7/I6" 0.5.8. BACKING 1/21, DRYWALL CALI. TOP SCALE: 1/2" : 1411 NOTE: REFER TO SHEET 2A2 AT VOLUME CEILING FOR MAIN FLOOR HATCHING INDICATES DOUBLE PLAN DIMENSIONS T.O.M. T.OM. K.D. BLOCK COURSE W/ (2) +5 T.OM. 4" T.0)', IN EACH (NOT REQ'D AT OPT. 2 - 26 $H. T.OM. A 4" AFF. O AFF. g 41 GAME RM.) HD. AT 8'-0" g'-4° AFF. HB. ■ ■ ■ o0000000000000000 0 0000000000000 00 0000 0 000 000 0000000000000 0 00 0 000000000000000 0 00 00000 0000000 0 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - - - - - - - - O.H.C. 00 O.N.G. 50 GAL. I I I O 1 �- .._ - - - - - - - - --� 1 - � - BOTT. OF LINTEL T.OM.RANGE IKNEE-,-"'I I - - - - - - A.F.F. 8'-0" AFF. 91-411 IIIII"'' ■ LINE OF SECOND WALL I I ElVENT HOOP AND J FLOOR ABV. I MICRO TO EXTERIOR G.G. VERIFY ACRYLIC H I I � n I N LANAI � 54 I A N 11 O3 � KITCHEN 1 0 1 ITYPJ GATHERING ROOM I DINING -0 i _ 9 —4 FLAT CLG. 1 a �, ( INSULATE 1 �' 1 19 -6 x14 -0 ARCH FROM I 9'-4" FLAT CLG. \ / I BEARING WALLS 2 'STORY 'VOLUME 8'-0" TO 8'-8" BOTT. OF LINTEL 1 LANAI O I 42 UPPER I r- -�' 7 AT 84" A.F.F. I 9'-8%14'_4„ 11 a CABINETS 1 I 1 ,,.�._ AA + 9 -4 PLT. HT, Q 2 STORY I V-4" 3611 N. COUNTERTOP / I If `t I 2 ,CAR GARAGE I 3A2 1 � CLG. cL�G (SEE DETAIL ON THIS / I 1 1 I 20 —o x2o -0 1 1 0; 11 SHEETS) /4' dI I 9'-4 PLT. HT. I O ,n �c 1 B 36" H. 1 CPT. TILE / / ��� INSULATE T.OM. T•OM• 51 OPENING CONTINUOUS I / �� p`' g'-4" TO UNDER BEARING GRASPABLE 1 36 H. NEWEL STAIR DATA: ARCH FROM / ��\��. ABOVE I PAVER DRIVE / LEAD WALK g'-411 ■ . I I RAILING POST 138!ACN T 8' 0" TO 8' 8" // / AFF. *- STAIRS WALL RAILING LINE OF SECOND .■. �' ■ ■ ■ ■7j�� U— 1000" TREADS FLOOR ABv. Q R/$ UP �* / / BARREL ARCH LT. FLUSH FR- - - `v / FROM 8'�411 \ INSULATE 9TO FURRINCo I 1 2 5T RY 9 -4 AIR HANDLER TO 8 10' II 1 "' 1 g'-4" SLOPING I LINES FROM BEARING WALLS • OL ME CLG 9'-4" 1 3'4"64' A/C I 1 V-6"64" A/C I ■ PAD (SEE MECH. PAC) (SEE MEGW. CONTRACTOR 1 I CONTRACTOR FOR LOC.) I I FOR LOC.) L.---L---� ■ STAIR NOTES SEE SWEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: ITHE FOLLOWING 5WALL APPLY UND.) + ALL STRINGERS TO BE 2-24 `l`15YP. + ALL STRINGERS TO ATTACH AT LANDING$ AND UPPER FLOOR LEVELS WITH 51MF60N L5C HANGER + STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: ++ AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJCONC.). ++ AT WOOD WITH (4) 0,131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) ++ IF STRINGERS ARE SUPPORTED IN THI5 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS + ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT ++ AT GOAT CONC, WCN FLOOR: FOOT TO /4" D A 3"TAPCON5 AT 12" O.C. ++ AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C, TO TRU55/JO15T/ OR BLOCKING BELOW. ++ ATTACH STRINGER TO FOOT WITH (2) 0,131 x 31/2" TOENAILS EA. + LANDINGS $HALL BE BUILT AS FOLLOWS: ++ JOISTS TO BE 2x8 02 5YP, MIN, AT 16" O.C. ++ IF LANDING INCLUDES STRINGER SUPPORT 1N A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 11 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. ++ IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0,131 x 31/2" R.S, END NAILS AT EACH LANDING JOIST, AND (2) 0,131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. ++ LEDGERS TO BE 2x8 WITH:. a+ (4) 0,131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX, +++ 1/41' x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE.. ATTACHMENT, of ATTACH J015T$ TO LEDGERS OR BEAMS WITH 5IMP60N LU526 HANGERS OR EQUAL. + THE SPECIFICATION L15TED A50VE OR MINIMUM SPEC$. 51,1135TITUTIN5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. M a 1 V UPPER PLO 5 4 J ' CLG. CLG. 1 ,�, CLG. 51 L - - - - - - - - - a 1 FLAT HDR FOYER AT 4'-411 1 a 5H. g, 411 1 SEE SECTION I g -401 \ CLG. I� ' I 1 CLG. B I 9'-4" � \\ � � ■ ■ ■ ■ ■ OWNERS SUITE 16'-0"xl 4'-4 9'-4" CLG. SI TEMP PR DR5. � I CLG.77 �\ \ -AIL , 2-4x8-0 ARCH FROM \ r ��8 1 PAVERS \*--4� O. 9'-4" FLAT CLG. �OPT. M.C. I 8' 0" TO 8'-8" b,P STUDY , ,oPORCH r r, 10 -4 xl0 -6 r — HALF ♦ 3 9 -4 PLT. HT. I 1 CPT. TILE OWNERS BATH 9 -4 FLAT CLG. I I I Q Q BATH I O FLAT HEADER 9 -4 FLAT CLG. I I "? 9'-4" FLUSH FRAME PRYER I AT 8` 0" AFF. 24" G TILE VENT I n_ _I CLG. TO FURRING �,ra� ' SHOWE TEMP. GL. ENCL. r1- "ON-Q" T.OM. OPT. M.C. ON 42" H. LOW WALL HANSEN I -1 I LAIN, PANEL F. H. BOX • O 5 $W. LAY. 20 I-1 1 CLG. LAv. ■ - - - - - - - - ■ TILE SEAT W.G. O REFER TO SHEET 2A2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FOR MAIN FLOOR 2 - 26 SH. 24 6H, 13 514. FLAT HEADER PLAN DIMENSIONS T.O.M. TEMP. GL. ENCL. AIR HANDLER 0 Hp. AT 8'-0" O HD. AT 8'-0" O HD, AT 8'-0" AT 8'-0" AFF, G.C. VERIFY GLASS T.O.M. g _4 ON 42" H. LOW WALL LINES FROM 9'_4�1 UPPER FLOOR AFF. INSERT FOR FRONT DOOR G.G. VERIFY 134" H INTERIOR DOORS AT MAIN FLOOR * * * 42" H.- RAILING 4211 H. - RAILING SYSTEM BEAM LINE OF 6'41 MIN. \ HEAD CLEARANCE \'� BEAM EFLO(TIERFLOOR M 3/4" PLYWD, 36" H. CONTINUOUS DECKING 2x STRINGERS GRASPABLE ITYP.) RAILING - - RAILING RAILING u I" NOSING -- o� (TYP.) -~STORAGE e UNDER 't 2x TREAD$ AND m 6TAIR5 Ix RI5ER5 (TYP.) � I IT TREADS AT 10.00" EACH * * * * * * * ALL GUARDRAILS AND HANDRAIL$ TO STAIR SECTION COMPLY WITH FBC R301 AND TABLE R301B PER F.B.C.R - 5TH EDITION (2014). SCALE: 1/4" - 1'41 * * * * * * * STAIR NOTES: BALUSTERS $WALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. WANDRAI S HANDRAILS FOR STAIRWAYS $HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS $HALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL$. HANDRAIL$ ADJACENT TO A WALL $HALL WAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND WANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR5 SHALL WAVE WALLS, UNDER-51AIR SURFACE AND ANY SOFFIT PROTECTED N THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F,B,C.R. - 5TH EDITION (2014) R302.7 MAIN FLOOR STRUCTURAL LEGEND 8" K.O. BLOCK FILLED WKI) 05 BAR OVER 8" - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) • +5 BAR lA - 8" K.O. BLOCK FILLED WKI) +5 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL WKU +5 BAR, • GROUTED SOLID. El 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) S BAR 0 _ 8" LINTEL5 SHALL BE FILLED, BELOW 8" K0. BLOCK FILLED AND REINFORCED WKI) 05 BAR ® - PROVIDE (4) 20 5TUp5 W/ (1) 51MP50N WTT4 CONNECTORS AT BASE. - PROVIDE (3) 24 5TUD5 W/ lU SIMPSON HTT4 CONNECTORS AT BASE. ® - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH ENE) WITH lU 51MP50N L5TAI5 STRAP. THE JACK-5TUp5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP5ON H25 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 +2 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 51MP50N L6TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 64" FOR 7-DAY5 AFTER GROUTING. STRUCTURAL NOTES + ALL LVL'5 TO BE Fb-2g50 P51 MIN. + ALL WOOD LOAD BEARING LEADERS TO BE (2) 2XI2 UN,O. + ALL EXTERIOR WALLS TO BE CON5IDERED SHEAR RE516TING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES I S ♦ INDICATES 2 +5 HATCHING LEGEND LOAD BEARING WALL RUM R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 36 MASONRY WALLS R 4.1 KNEEWALL R 30 GARAGE FRAME WALL5 R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT x ■ C aOD MW 0 "W T Y/ M y iL 6 L` � Q • QO WFOD 90000 �NM �E =Qn zq� NIm • JOB NUMBER 28002,005 CAD FILE NAME L 0 T 310 TB ISSUED 12-08-17 REVISED DAVIS BEWS DESIGN GROUP LSO STATE S'TR.EEC FAST OUXMA1t, FWRMA 34677 80. 925. L300 Tm 80. 925. 1800 FAX W W W.DAVLSSEWS.CAM TAMPA • nEIVVER. -a EST. 19" F--- Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant Clty, Florlda 33563 813304,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITION). THE EN6INEER HAS NOT REVIEWED THE PRE- ENGINEERED TRUSS MANUP. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. \-5EALED FOR 5TRUGTURE ONLY • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS El cn r —� --J 29'-0" rt5'-0" 65'-411 36'-4'1 REFER 70 SET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGENFIf x N0 M 0 N� T C4 L V �Q. O O a 0 ... E N 0 cz V. z<c� r y� T �A N N 0 ` JOB NUMBER 28002.005 CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSNAAR, ROMA 3077 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.C.OM TAMI'A • DELAYER. .a BST. 1994- 111-j 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S. Alexander St, Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 -- COA# 28035 - Paul D, Kidwell, P,E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION P30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU59 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2582 ; • TITLE • MAIN FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 4511 WINDOW CALL -OUTS w 2011 1818 F.G. 2018 P.G. 3018 F.G. 4018 F.G. W � = 2411 1820 F.G. 2020 F.G. 3020 Ff�, 4020 F.G. � 0 3611 1830 5H 2O30 5H 3030 5H 4030 5H z 4811 0 1840 5H 2O40 5H 3040 5H 4040 5H Z 6011 1850 5H 2O50 5H 3050 5H 4050 5H 3: 1211 1860 5H 2O60 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, tuj o WINDOW 5126 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). ov REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS UPPER 1=L00R 5T'RUCrtURAL LEGEND O — PROVIDE (3) 2x4 5TUD5 W/ lU 51MP50N HTT4 CONNECTORS AT BASE. Q — PROVIDE (3) 26 STUDS W/ (1) 51MP50N HTT4 CONNECTOR5 AT SASE. Og — PROVIDE 2-PLY 1,15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON L5TA12 STRAP. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb " 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 6IMP50N LSTAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2B CLIPS. PROVIDE TEMPORARY 5HORING AT MID-5PAN OF LINTELS LONGER THAN V-011 FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2)2XI2 UN.O, 4 ALL EXTERIOR WALL$ To BE CONSIDERED SHEAR RES15TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 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 FB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 51W EDITION (2014) R3122 UPPER FLOOR PLAN NOTES SCALE: 1/4" - P_" GARAGE RIGHT 0 0 FFF1 x C "0. O N� d' CD NMN V 1.6 cc 'c6c Q • 00 m'- o 108 :9 3�E 4a NNW • JOB NUMBER 287277 • CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED on 5o4 BEWS DESIGN GROVP 150 STATE STREET EAST OLQSMAR, FIARIDA 34677 813.5125.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMT'A • LaENVER. EST15194 - ~� .�.2 Vortex Engineering, LLC, 607 S. Alexander St„ Sulte 103 Plant Clty, Rorlda 33563 813.704.4842 FA 52683 - CAA# 28035 - Paul D, Kidwell, RE, _. I HEREBY CERTIFY. THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TWJ55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING 6ONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALED FOR 5TRUGTURE ONLY Z `W O 1 0 c) C) 0 0 c� C DAVIS nurl�w�Il•irr•••r�rrrr•ri • 71TLE • UPPER FLOOR. PLAN NOTES DETAILS 2B1 K w Nco M 0 NW d:. M Y/ a co J ' U. W L L• C3 w < 00 w �O0 �N <� c M �Qi 4! woo • JOB NUMBER 28002.005 • CAD FILE NAME LOT 310 T8 ISSUED 12-08-17 REMISED DAVIS BEWS DESIGN GROUP 150 STATE S1 &FET EAST OLDSMAR, E1.ARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVMEWS.CAM TA WA • L7EXVEFt a EST.1994 ezz— N11 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Sulte 103 Plant My, Florida 33563 81.3,704.4942 FL# 52683 - COA4 28035 - Paul D. Kidwell, RE, - I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRUS5 MANJF. LAYOUT TO DETERMINE ANY LOAD BEARIN6. CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION \ 15 SUPPLIED TO THE ENGINEER. / \SEALEE7 STRUCTURE ONLY/ le 01 25o0z.0) • TITLE • UPPER FLOOR PLAN DIMENSIONS T UPPER FLOOR PLAN DIMENSIONS _ p, SCALE: 1/4" , P 0' GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH �— TEXTURED BANDING z NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FIN15H BANDING ANp SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5616 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R, - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103b2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 311 - II-0` CLEAR OPENING HEIGWT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR 5Ui;r-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A57M F 2090 PER FB.C.R - 5TH EDITION (2014) R3122 w 6 12 2SHINGLE 12 6 ROOF 12 G.C. VERIFY 6 J SHINGLE FASCIA CALL -OUT ROOF (TYPICAL) PLT. HT. PLT. HT. 4" BANDING ITYP.) - - ---- STUCCO L STUCCO DE W. xCORATIVEVE H. L DE 1'-411 W. x 54" H. FINISH 7 FINISH 7 FIXED SHUTTERS DECORATIVE / / FIXED SHUTTERS /// 7r �o va 4115ANDING (TYR) 12 12 12 6� /SHINGLE 6/SHINGLE ab SECOND P.F. LINE ROOF ROOF SECOND F.F. LINE _ T.011. T.O.M. 811 BANDING 811 BANDING 611 BANDING COACH 411 BANDING LIGHT TEXTURED CT ❑ � ❑ � TEXTURED FIN15H FINISH o, Zia F-1 171 F-1 17 171 E E-1 I 1711711711711:7 171 El El TEMP. MAIN FF. LINE _ _ MAIN FF. LINE GRADE LINE 411 BANDING J G.C. VERIFY GLA55 GRADE LINE (ASSUMED) DOOR SURROUND INSERT FOR FRONT (ASSUMED) DOOR NOTE: ALL BANDING IS TO BE RAISED SAND FINISH FRONT ELEVATION SCALE: 1/4" - 1'-0" INCLUDED ELEVATION - "TRADITIONAL" GARAGE RIGHT K �a w N0 Mm 0 "� v/ CON L�� .2 , j ' L L wd 0 0o0 =�ao 3�E �a,: a a•+ In 3 • JOB NUMBER 28002.005 • CAD FILE NAME LOT 310 T8 ISSUED 12— 08-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE SIR= EAST 0UXMA t, RORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DEP4VER. EST.1994 . %�1 III III III Vortex Engineering, LLC, 607 S Alexander St, Sulte 103 Plant Clty, Florida 33563 813,704.4842 FL# 52683 - C©A# 28035 - Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- . ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5uPPLIED TO THE ENGINEER. �5EALED FOR 5TRUGTURE ONLY 2582 • TITLE • FRONT ELEVATION DETAILS 3AI LANAI ROOF VENT REQUIREMENTS ------------------- -------------- — „ I VENTILATION CALCULATIONS yj6� i ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ. FT. I X 144 = 67 SQ. IN. 4:12 I HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 1 iz I - ---------- HALF AT LOW SOFFIT/ EAVE VENTS = 33.36 SQ. IN. 6:12 ,� i ACTUAL SOFFIT VENTILATION =124.8 SQ, IN. I ri I I I I I UPPER ROOF I VENT REQUIREMENTS VENTILATION CALCULATIONS j ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ, FT. X 144 = 703 SQ. IN. 6:12 ' 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 j HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I I I ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15W TEXTURED SANDING z u- 3/4" 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 N 6:12 � i G.C. VERIFY QUANTITY OF ROOF /SOFFIT VENTS I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, i J ; -------------------- 6:12 LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS 1-1-------- I 6:12 6:12 ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. TYP, j i HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN. OVERHANG i # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP (UN.0) ; �e N do HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 381.3 SQ, IN. I j i I 1 i I I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE56 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE6616 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH EDITION (2014) R103.6.1 AND A61'M C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 311 -- 1'-0" lA ROOF PLAN, SCALE: 116" : 1'-0" �c CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R - 5TH EDITION (2014) R3122 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) R3122 GIRDER �ROOF I TRUSS. 2 CAR GARAG GIRDER 6 1211,00, TRUSS ROOF TRU5 12 AT 2411 O.C. 6 (TYPICAL) BR. 3 L of -� - FLOOR SYSTEM -*- 12 6 / GIRDER / TRUSS ❑® /2-5TORY r7 F VOLUME - �-r�u iiiiooi iinini-i a io❑ GATHERING SECTION AA SCALE:1/6" : I'-01t 6 IE Q2 U 6 12 Q6 `- CONC. LANAI LINTEL 12 2SoIN LE 2 b SHINGLE 6� R /� ROOF PLT. HT. _ _ _ PLT. HT. j� -STUCCO �-1 STUCCO TEMP. FINISH FIN15H �- * SHINGLE ,/ 12 _ F CON_ F. IN ROOF 12 SHINGLE �6 _SECOND FF. LINE SECOND F.F. LINE SECOND .F, LINE _ SECOND F LINE _ 8 �6 ROOF 7 — - E = /TEXTURED 4-TEXTURED !;r 0 FINISH FINISH -1, �l % IL --- JIL--J L MAIN F.F. LINE - _ � _ _ - _ _ _ 1p1P _ _ _ MAIN F.F. LINE — GRADE LINE GRADE LINE (ASSUMED) G.C. VERIFY GLA55 (A66UMED) INSERT FOR FRONr LEFT ELEVATION DOOR SCALE: 1/13" : 1'-0" 12 12 6E SHINGLE 12 Q6 ROOF b�j" SHINGLE PLT. HT. _ ROOF -- PLT. HT. — — STUCCO v, /CCO5TU FIN15H FINI5147 12 SECOND FF. LINE ,LE 8" SECOND F.F LINE v' T.O.M. ROOF TEXTURED 6, FINISH MAIN FF. LINE _ —TEXTURED+ FINISH MAIN F.F. LINE_ _ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE:1/8" =1'-0" 6 IE /SHINGLE a6 612 ROOF 12 12 SHINGLE ROOF PLT. HT- _ _ _ _ _ PLT. HT. /STUCCO 6 i� LBNINGLE FINISH -STUCCO FINISH 7 -STUCCO SHINGLE 12 FINISH 7 SECOND F.F. LINE ROOF 81I - SECOND F.F. LINE ROOF 8„ SECOND F.F. LINE T.O.M. T.OM. /TEXTURED /-TEXTURED = 4XTURED /TEXTURED FINISH FINISH ZiaFIN15H FINISH 7 ��,' MAIN F.F. LINE _ _ _ _ _ - _ _ _ - _ _ _ ,,l _ _ MAIN F.F. LINE_ GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION_ SCALE: 1/6" = I'-0'1 INCLUDED ELEVATION - TFZADITIONAE GARAGE RIGHT x W w G "0D N 0 Nh T O �NM 6 v3 LL L • . o 0 108 �N >.El Q� �Qr • JOB NUMBER 28002.005 • CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE SIPLEE"T EAST OLDSMAR, FLARIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W DAVISHEWSCOM TAWA • I->E1%T'V1;.R. -..� EST.1994 .- �11 �11 Vortex Engineering, LLC 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - COA# 28035 Paul D, Kidwell, P F - HEREBY CERTIPY THAT I HAVE REVIEWED THE ATTAGHED 12E515N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDINO (ODE, RESIDENTIAL (5th EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- EN5INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE EN61NC-kR. ,SEALED FOR 5TRXTURE ONLE 2582 • TI TLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION Lj If ASH 211 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER 'ATIONS WITH APPROVED ERLAYMENT (REFER TO ER SHEET) ENGINEERED ROOF 3SES AT 24" O.C. RICANE STRAP PER F FRAMING PLAN gk BRG. HGT. DRIP EDGE =ASCIA ED ALUM, SOFFIT TH & EXT. FINISH )OW FLASHING AS REQ'D VINDOW TRIM )ER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN / SIDING ?, r- SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 2' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6 USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I I EXTERIOR FINISH WATER PROOF CAULKING I PER BUILDER l PROVIDE SELF ADHERED" FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Tn WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING '9Iy FOLD UP WEATHER F'Q RESISTIVE BARRIER & TEMPORARILY SECURE R4z WEATHER RESISTIVE BARRIER P� Q' SILL PLATE (SEE DETAIL B O O FOR OPTIONS) 0P� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: FLASHING WEATHER RESISTIVE BARRIER i III - :� �" � DO NOT FLASH / OVER BOTTOM NAILING FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �- EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL �- FLASHING TO EXTEND 36" SHEATHING W/ EXTERIOR FINISH '�-BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS STUCCO STOP fWATERPROOF MEMBRANE WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. FLOOR TRUSS I I "-2X8 TRIM BOARD I I STUCCO"J" MOLD SHEATHING SEE STRUCTURAL FOR CONNECTORS - FLOOR TRUSS SEE STRUCTURAL wz -TEXTURED CEMENT LASTER FINISH - 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY 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, AAMA 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, FMAANDMA 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. S. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x m C Nco (j O No) , � N/ cQiMM L J caLL L � cc< 0 O Do W M <n � M �0 JOB NUMBER 28002.005 CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED DAVIS B EwS DESIGN GROUP 150 STATE STREET EAST OI.DSMAk FLOPMA 34677 80. 92.5 . 1300 TM 813.925.1800 FAX W W WnAVISBEWS.00M TAMPA • DENVER. EST.19" rnn+nnrr • TITLE • FLASHING DETAILS 3A31 , SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.IU.W5. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING ° • / DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING NAILING FLANGE / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED -- FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) " WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWNOVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS --•- UNDER DECKING (SEE DETAIL WP07) /— DOOR ROUGH OPENING - 3/4'A"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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"A" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. nl w nu"n nn nrry SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING , I T� Ij l »., SCORED - RELEASE PAPER ro (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) IN SELF -ADHERED FLASHING INSIDE CORNER ASPHALT SEALANT: �i% j/ CONT. GALV, L EXTEND MIN. OF 6" /�-- ' FLASHING PER TEXTURED, PAINTED -� OUTSIDE OF FLASHING -der- ,.- MANUFACTURES EXTER. WALL FINISH — ASPHALT BASED SPECIFICATIONS ROOF CRICKET: / MIN: 3:12 SLOPE SEALANT APPLIED CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP :ROOF AND EXTENDING A LOCATIONSBY PLAN ) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE :DIVERTERFLASHINGDRIP EDGEFASCIAFIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH11" VI 1. , HOLD EXTERIOR IN 11,ZN ,L n A iN rN a::. �` +'� �''' �. L:n;:,�FINISH 2"ABOVE �t'`''''r,•' LL:'•LLL� L L L ROOF aL a: a A °L .� i� V. FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGHDIVERTERFLASHINGGALV.'L'FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TVERTICAL RISE OF \ FLASHING AT KNEEWALL \ CONT. GALV. "L" FLASHING PER MANUFACTURES N SPECIFICATIONS SEALANT \ ` OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT Ro°F °RGK METAL DRIP EDGE TO gC9y s, BE UNDER TyRFq 'y/iy UNDERLAYMENT AT ROOF EAVES ysy F °�cK TYPICAL ROOF TO ° gR ootio, �°�= �Ro s�`P`M�N 3R°G s WALL FLASHING DETAIL q� ro 5�NG° NCON? °UR ogse gt\ 2N° GD CogP 1sj RAKE METAL DRIP EDGE 5' LINE VALLEY BY CENTERING 36" WIDE TO BE OVER UNDERLAYMENT AT 14" 2 EAVES CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR I� / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 - APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7116" O.S.B. SHEATHING - METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1 /2" TO 2" ABOVE ROOF SHEATHING k0-�BLOCK a 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 )UBLE JOIST :AM BELOW SELF -ADHERED FI 3 *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF - ADHERED FLASHING SELF -ADHERED FLASHING DECK .JOIST OUTSIDE CORNER SELF -ADHERED FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS. TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. K 0 C Nco M W NW 0 /��/� It 8OM N/ err « J ,= IL L ` °SOD O o loo I M 3� 2< 4 la Q L � NNW JOB NUMBER 28`00 005 CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE 9TR MT EAST OLDS AR, FLORIDA 34677 813. 925.1300 T =L 813. 925. 1800 FAX WWW.DAVISBEVV&COM TAMPA • DENVER. EST.1994 •�IIO�.A•A�I�IA4I�III1141MII��1 2582 • TI TLE • FLASHING DETAILS MICROWAVE OUTLET 414" LECTf'ICAL <E'T- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.r. WEATHERPROOF DUPLEX OUTLET sr.,, 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 Q, RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN —•, TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN FLOOD LIGHT EXHAUST FANLIGHT COMBINATION wp. �]D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) C1 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sa SMOKE DETECTOR sa SMOKE / CARBON MONO. COMBO DETECTOR L L — � Kj TELEPHONE (OPTIONAL) — -"` — — — 0 TELEVISION (OPTIONAL) Q THERMOSTAT A/C ELECTRIC METER DIXONN. ELECTRIC CAW W.P. GP.i. FOR T.UA SERVICE .� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c /> ROUGW-IN FOR OPT. CEILING FAN 4/0 ALU. CABLE v J A/C c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ' J ROUGH -IN FOR OPT. CEILING FAN MAIN DISCONNECT METER COMBO - SQUARE D DISC. NOTES REFER TO FLOOR TYP•4 ANDa COPPER TO INSIDE LIGHTS AND OUTLETS 1. PROVIDE AND INSTALL GROWFAULT CIRCUIT -INTERRUPTERS (GP.I) AS INDICATED PLAN FOR NOTED MAIN DISC. AMP6. REQUIRED PANEL CAPPER TO ON PLAN5 OR AS ITEM NO.4 AND 5 BELOW INDICATES, WATER HEATER 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE UNDER3ROUND 08 COPPER TO RANG FOLLOWING HEIGHTS A50YE FINISHED FLOOR SERVICE BY POWER COMPANY 14 COPPER TO 5/8" GROUND ROD SWITCHES.... 42 ALSO SERVICE TO BE BONDED DUTLETS.....14" TO FOOTING STEEL TELEPHONE...14" (UNLES6 A13V COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE SMOKE ELECTRICAL RISER D IAG RA M AND INSTALL LOCALLY CERTIFIED DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 $. ALL $A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 614ALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALAR16 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. 60 ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. COACH LIGHT G.G. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED COACH LIGHT MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT x ro �^ Nco M� 0 NW T NMai • . 1 W �. l- a • 0 0 W °° 1o0 ,�.. �Qn Eco <t rR 28002,005 AME LOT 310 TB —08-17 DAVIS BEWS DESIGN GROVP 150 STATE STRF-ET EAST OLD MAR, R"MA 3*77 813.925.1300 TM 813.925.1800 FAX V VW.DAVISBEWS.C.bM TAMPA • LDE1\TVER EST. 19" �-�- (In 0 � Z w 0 O V) C) oC m pe 0 O 2: o O M } 0 L JV. r • TITLE • MAIN FLOOR ELEC. PLAN •4 EET • L CTf 2I CAL < � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 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 1+1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;; RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) nCH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR su SMOKE DETECTOR sc SMOKE / CAM MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Qr THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �(1 ROUGH -UN FOR OPT. CEILING FAN v � c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF1.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLET$ ....14" TELEPHONE...14" (UNLESS A13V COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE WL.I. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, NE.C. 2011, F,B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOS6IL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN FF04 x N�rNr d� o ;gLW Lo ¢Q • 0 0 1Fco 8 >E 1N M 84,: Z Q V. • JOB NUMBER 28002,005 • CAD FILE NAME LOT 310 TB ISSUED 12-08-17 REVISED DAMS BEWS DAVIS BEWS DESIGN GROVP 150 STA`IE ST1ZEFiT EAST OLUSMAIL, FLORIDA 39677 813. 925.1300 TEL 813.92!5.lsoa FAx W W W.L7AVLSBEWS.C.OM TAMI'A • DEIVVER. EST.1994 r-- 2582 • TI TLE • UPPER FLOOR ELEC. PLANoil r••rriri•rr�r • E • GARAGE RIGHT On; FLOOR TRUSSES ROOF TRUSSES_ FRAMING FAFENER GAPAGIfiY LEGEND Uj SIMPSON MT5MI6, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. @ 5IMP50N HIO - (8) 8d X 11/2" (TYP. SYP FRAME) FRAME TO MASONRY) U2 SIMP50N META18-40 - (1)106 x 1-1/2" (TYP. FRAME TO MASONRY) 13 6IMP50N MT512 - (14)10d 11/2" (TYP. SYP FRAME TO FRAME ALL-AROUND) 0 6IMP50N MSTAM24 (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. 14 51MP50N L5TA16 - (14)106 (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 6IMP60N LTT2013 - (10)-10d + 1/2" x 10" A,B (TYP. FRAME TO 15 5IMP50N HT620 - (24)10d 11/2" or (20)10d (TYP. SYP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) 0 5IMP50N HETA20 - (9)-10d x 11/2" (TYP. SYP FRAME TO 16 SIMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® SIMPSON HTT4 - (1) 5/8" dia. A.B. + 184d BOLT IN SIMPSON SET I-1 (2) 51MP60N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. SYP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY KO. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O SIMPSON MGT - (1) 5/6 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY KO. BLOCK SET IN SIMPSON SET' EPDXY. (TYP 2-PLY TRU55 HEEL TO MASONRY)(3%5N) 19 SIMPSON 5T6224 - (26) ibd (TYP. FRAME TO FRAME ALL-AROUND) ® 6IMP60N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" (3) 51MP60N HT520 - (24) Imd 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY KO. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) ® SIMPSON MSTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 5IMP50N WT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 6IMP50N LGT3-5D5 2.5 (12)-SD51/41' x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES Ng IMP5CN HTT5 - (1) 5/6" DIA. A.B.+ 26-16d BOLT IN 6IMP50N SET PDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 2q 5IMP50N HTSMI6 - (8)10d w/ (4)1/421/4 TITEN (TYP. SYP FRAME TO MASONRY KO. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 1� SIMPSON HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 2e, 5IMP50N M5TCM40 W/ (14)-16d 51NKER6 AND (10) " x 2 " TITEN INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET 5CREW5 EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 26 SIMPSON M5TCM60 W/ (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 MA50NRY KO. BLOCK 12" (MIN) SET BOLTS IN 6IMP60N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER SIMP50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE, SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 D51N NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERlU E: 1: ALL ONE STORY MA50NRY TO TRUSS CONNECTIONS TO BE 6IMP60N META20 (AT EACH TRU55) tom/ (1)10d x 1-1/2" (UN.O.) 2: ALL TWO 5TO Y MASONRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C.MAX.) / 91 Imd x 1-1/2" ("*SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED"*) (UND.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 5IMP50N 1410A W/ (18)10d x 1-1/211 OR 5IMP50N WT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 5IMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCMbO CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFIG,A-rION FOR LEDGER5 r N LEDGER A (LA) - 2x4 PT U1/ 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 IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM„ AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W1 (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT U1/ 5/8" DIA. x 8" A.B. AT 1211 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 8D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR 5IMP50N HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/6" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W1 (4) SIMPSON SD525600 SCREWS AT EA. STUD (16" O.C. MAX.) W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D. HU/HUC26-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. I(d191ro INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGH1 • • x w //.. N � 0CD N} � T � Y/ NMM L. � �= W 6 <'• 0 1�' 100, N 3E6 owZQM'.. a: JOB NUMBER 28002.005 CAD FILE NAME LOT 310 18 ISSUED 12-08-17 REVISED YOZ Z rr l 0 00 111 111 111 ��6 111 111 Vortex Engineering, L.LC, 607 S, Alexander St., Sulte 103 Plant City, Florlda 33563 813J04,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTAGHED DESGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRM MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY OHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALE[7 FOR 57RUGTURE ONLY r... Z W c C) 0 c) 37 CNOI 0 C �rnir�iurwrrrrnr"r.rrwrirurrrp 2582 • 71TLE • TRUSS STRAPPING PLAN • • SHEET 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, WALLY AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS 5HALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL NAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR THI5 PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 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 TRU55 MANUFACTURER'S COMPONENTS 6 THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEI=RED TRUSSES TO BE DESIGNED U51NG THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING M05T RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CA5E5, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT B A5ED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE-6TRE55ED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPEC IFIGATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION Pal RP05F=5 ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, 5HALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 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 THI5 INFORMATION FOR APPLICA51LITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 6 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE. ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL . ._._..._ • 2 STORY HOMr=6 W/ HABITABLE ROOM A 0VE GARAGE, ALL GARAGE CEILING TO BE 5/5I' TYPE "XI' DRYWALL ALL ERAE GARAGE L O B 1/2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE 7/5" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: 5EE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R905.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT 1T SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADER'S PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE & "X& "X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24'' O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA OR BY OTHERS. • AT FRAME, USE 5"X5"X3/6" STEEL ANGLE W/ 3/6" DIA. X 4" LAG SCREWS 6 12" O.G. W/ 4" L,4P ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM, ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/45CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, A5 • 15 5Y OTHERS. SSECOND 1° OORNF-ESIGN 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/60O IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT, FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASIHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 4REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. U. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE Cr- MASONRY STRUCTURES (TM5 4021XI 530/ASCE 5). 1.3.1 THE MA5CNRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (11M5 403) 1.4, AMERICAN 50GIETY CF CIVIL ENGINEER5 MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRICTURES (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CCNNECTED WOOD TRJ55E5 BY THE TRUSS PLATE INSTITUTE (TPU LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. I.B. AMERICAN PLYWOOD A65XIATICN DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROCF LOADING: R;OGF 5UFFACE LIVE: 20 P5F ROOF SURFACE DEAD. 1 PSF FOR 5HIW;LE OR METAL, 20 PSF 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 22. FLOOR LOADING: GENERAL LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PA55ENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 P5F SLEEPING ROOMS LIVE: 40 PSF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE R301.5 SHALL APPLY FOR FLOORING FIN15H MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECOMMENDATIONS 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL 19RE55URE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING 9RE55URE OF 2000 PSF. 3.3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 FROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM C0M9; E551VE STRENGTH OF 2500 psi 6 28 DAYS (UXOJ. 4.3. REINFORCEMENT REBARS A5TM A615 GRADE 60 (UX0.) 4.4. WELD WIRE FABRIC (WWF A57M A185) or FIBER MESH PER A5TM CI116 TYPE III 4.13. USE 0.1%. BY VOLUME MINIMUM (1.5 LB5 / CU YD) 4.5. LAP SPLICES 4 HOOKS SEE TABLE, 5, MASONRY: 5.1. MA50NRY CONSTRUCTION 4 MATERIALS 5HALL CONFOR;h''I TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURE5 (ACI 530.1/A6CE (0/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO. THE AMERICAN CONCRETE INSTITUTE, FAR'11NGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RRESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS O= THESE CCNTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THI5 PROJECT. 52.2, COI" IPRE551VE 5TFe,6TH REQUIRI=h1ENT 15 f*:1500 P5. 5.2.3. DETERMINATION OF COMPRE551VE STRENGTH 15 THE ALLOWABLE 5TRE55 METHOD. 5.2.4. UNIT 5TREN6TH METHOD 15 NOT APPLICABLE. 5.2B. QUALITY A58URANCE 15 NOT APPLICABLE 5.2.6. GROUT SHALL CO'1PLY WITH A5TM C416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A 5LUMP RAN:xE OF V-Il". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5.32. MA50NRY UNIT MATERIALS SHALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT, 5.33. FSIW<RCEMENT, PR1E-51RE55ED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 53B. STAINLESS STEEL 15 NOT APPLICABLE, 5.3.6. COATING FOR CORQ05ION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE, 53.8. PRE-5TRE551NG ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 53.9. JOINT FILLERS ARE NOT APPLICABLE. 53.10. LINTEL5 TO BE BY CAST-CRETE UNLE55 NOTED OTHERWISE. 5A EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.42, ACCESSORIES ARE NOT APPLICABLE. 5.43. MASONRY EXPANSION AND CONTROL JOINTS A5 INDICATED IN THE PLAN SET ARE RECOMMENDATICN5 ONLY, UNLESS CLEARLY DELINEATED A5 „REQ,D„ 5AA WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS 51-IOlJN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE 9ROV151CNS CF TM5 402/ACI 530/ASCE 5. MA5CNRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER. ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNICEYED CONTROL JOINT (3/6 )', AND 'MIGHIGAN CONTROL JOINT'.. 6. WOOD FRAMING, 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 645, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTUIER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, 5EA5ONED, 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 ID BEAM OR GIRDER TRU55 BEARING LOCATIONS. UNLE55 NOTED OTHERWISE. 6.32. NOT USED 6.33. NOT USED 6.3.4. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER 6.3B. INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE 5PACED s 16" O.C. 4 5HALL BE S.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPG�TITS, 02 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE •2 GRADE U.N.O. 6.3.1. INTERIOR NON -LOAD BEARING WALLS 5HALL BE UTILITY GRADE OR BETTER 63.8. INSTALL BLOCKING IN ALL WALL STUDS OVER V -0 s MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS s 4'-0 O.C. AS SHOWN IN DRAWINGS. 6.3.9. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 4 SHALL BE FASTENED PER P/53. 50TTOM PLATES SHALL BE S.Y.F. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 5000• TO BE CONTINUOUS THRU TOP PLATE TO GIRDER &A ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 5HALL BE PRE55URE TREATED OR NATURAL DURABLE WOOD. &B. PRE65URE TREATED LUMBER 514ALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRE5ERvE5 INSTITUTE EQUALITY MARK LP-2. 6.6, ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICICNE55J FOR ALL 5HEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. 5PAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24'' MAX SPAN 6.62. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURER5 RECOMMENDATIONS. (0.1. ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENT5. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8, ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 51MPSON 5TR94 TIE CO., USP, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER 6!3 BRACING: TEMPORARY BRACING CF THE ROOF SYSTEM SHALL BE INSTALLED PER 15C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERIANENT BRACING FOR THE ROOF SYSTEM (UXO) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRUCTION. 6.11. INTERIOR SHEAR WALL 5HAL1 BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO CNE 51DE WITH NAILING PATTERN PER 'O'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10" AB. tv 24" D.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5DS25600 Q 24" O.C. MAX TO FLOOR TRJSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE 'm 24" D.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE -2 LEAST 1'-0'' FROM BUILDING SIDEWALL5. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 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 ISSUED 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 (o MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUIBTERRANEAN TERMITES. THE TREATMENT IS 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'-O" OF ANY BUILDING OR PROPOSED BUILDING FICATION FOR SUCKATTACHMENT SPECIFICATION FORANCHOR BOLTS ME FOLLOWING SHALL AITLY U Cx Y . ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x F SHALL HAVE A MINIMUM EMBEDMENT OF 5ATTACH • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE 51DE OF FILLED MA50NRY TO MASONRY w/ 114" x 3" MASONRY 5HALL HAVE A MINIMUM EMBEDMENT OF 5". OR5 6 12" O.C. w/ MAX. 6" FROM END OF BUCK ALL 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL LIMITATIONS (THE FOLLOWING PPLY U.N.Q.) HAVE A MINIMUM EMBEDMENT OF I", • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. 14AB CHECKED THE 5HALL CONTROL. HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 ING CODE, RESIDENTIAL 5TH ED., AND 15 NOT FO DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE ONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE R DRAFTING CRITERIA (I.E. - DIMENSIONS, NOTATION TO USE SAME. ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DE51GN 15 THE RE5PON515ILITY E DESIGNER. SPECIFICATION FOR LANDINGS 4 STAIR CONSTRUCTION (THE FOLLOUJING SHALL APPLY U.N.0) • ALL STRINGERS TO BE 2-2X12 *2 SYR • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C DANGER. • 5TRINGER6 RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: of 6 MA5ONRY/GONG. WITH "" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• 6 WOOD WITH (4) 0.131 X 3? NAILS AT EA. STUD MIN. (16" O.G. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR: •• GONG. W/ 4" DIA. X 3" TAPCON5 6 12" O.G. •• WOOD ATTACH W/ 0.131 X 3? NAILS AT 8" O.C. TO TRU55/JOI5T/ 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 02 5YP WITH 2-2X4 5UPPORT 5TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X321" R.5, END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 3�" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE, •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3"" NAILS AT EACH IOA551NG STUD AT WOOD ATTACHMENT IV' O.C. MAX. ••• 4" X 3" TAPCON5 0 8" O.C. STAGGERED 6 MA50NRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR 5EAM5 WITH 6IMP50N LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5. 5U56TITUTION5 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 4 SECTION R312. FOR STRUCTURES WITHIN THE WIND-50RNF: DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(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 SOFT + 28.8/- 117.9 PSF © 20 SOFT + 26.7/- 109.8PSF @ 50 SOFT + 22.5/- 100.1 PSF © 100 SOFT + 20.4/- 92.4 PSF WALL @ 10 SOFT + 50.0 - 67.0 PSF © 20 SOFT + 46.6 /- 62.7 PSF ® 50 SOFT + 44.9f - 57.2 PSF @ 100 SOFT + 42.4 - 55.5 PSF © 500 SOFT + 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 DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS 11111 BY % .► S ' •;OV 00 91 Lu �! °�s illI1 1 -OO p)- p �+ <o �¢ o o ' o O �1 uj75 Q <Lu 5; 0 Lu 4�O � WIN 00 /E w� Lu DATE 0B-3m-17 SCALE NOTd DRAWN PlK/PDK JOB - Sheet content: Structural Notes Sheet number: N1 141-50 FLOOR ' TRUSS BRG. 1/2" DIA. x 8" TITEN HD a 48 O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR 12 1-1l?1'PJ 5E1: ELEV. PRE- ENGINEERED WOOD TRUSSES Q 24" O/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON 5P2 6 EA.5TUD 1/16" APA RACED. 5r-4EATH1N SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 2X4 Pt STUDS 6 16" O.C. OR CRICKET AS (1)2X4 PT STUD -@ 24" O.G. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 51MP50N 5P1 - EA. STUD VMAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 IV EA.STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/I 05 CON (PS VERT. IN CONC.FILLED CELL 4 FILLED W/2500 1=51 GROUT W/ 5TD 90q HOOK IN KO BLOCK HATCPING GEND NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF INTERIOR SPH4 CONNECTORS SHOWN, F Kneewall Above Masonryall Detail (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE: NTS A\ 1 '' a (•, •� ,4 e A. • P q V 1 ° lea .e .� I Q a A. I q.d q i ► .. °e I V / ° P e , 03-2-1/2n V 04-2-1/2" /. I 4•l / ee 4` .�'� .'° / g A. G Nbe 3n C Ile, e°� e a s 'a Ol=3-1/2" d •d: I � 'I f JIq7 P I 4. I e I .4 Q ad, u8 ,� LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SITE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE "All 11511 11CH �ID11 "All 11811 11CH IlDll "3 1 1/8 4 1/4 1 15 2 1/4" 4 1/4 S 1/4 18 "4 2 1/2 5 5/8 5 1/2 20 3" 5 5/8 12 1/2 24 +5 3 1/8 1 11 3/4 25 3 3/4" 1 15 1/2 30 "6 3 3/4 8 1/16 14 30 4 1/2" 8 1/16 18 1/2 36 "1 4 3/8 S 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 08 - - - - 8" 11.25 24 3/4 48 "13 - - - - 9" 12b6 26 54 Ole - - - 10" 14,06 31 60 PH15,46 341/4 66 INTO DBL UPLIFT) TOP PLATE TRU55 BRG. SEE PLAN CONNECTORS IN LIEU OF OR WALLS LARGERSHOWN HAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO , Rebar Lap, Embedment &Hook Schedule $ 1 SCALE: NTS "J" BOLT W/ NUT 4 WASHER (REFER TO NOTE: BOTTOM PLATE 4 SIMP50N DOOR MANUFACTURERS INSTALLATION NOTE: REGARDLESS 5P2'S ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING OF HATCHING FASTEN EA, STUD SHOWN ON STUD TO TOP PLATE5. U,N.O." REINF, GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE 5PH6 WALL TO TOP PLATE w/ PLANS, WALLS CELLS 50LID UPLIFT CONNECTOR CONNECTORS IN LIEU OF (SEE PLAN FOR SIMPSON 5PH4 w/ SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS 5NN TRUSS SHEET FOR NOTE: irii (SEE TRU55 SHEET 6PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE SPHS STUDS tv 16" O/C ROOF TRUSSES ADDITIONAL_ STRAPPING s COLUMNS a "NOTWITH5TANDING MANUFACTURER'S FOR SCHEDULE) CONNECTORS IN LIEU OF EITHER SPECIFICATIONS, JAMB SHALL BE 2x(o SPH4 CONNECTORS SHOWN. DIRECTLY OR 6 GARAGE TO INDIRECTLY STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) 51MP50N 5PH4 W/l12) 106 FOR WALLS LARGER THAN ARE TO BE HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. MA50NRY/CONCRETE w/ 1/2 DIA. x S COMMON NAILS EA. STUD 2x8, USE 51MP50N 6PV6 ON � GARAGE TO INSULATE PER HOUSE WALLS, BUILT AS CALCS/SPECS STUDS 6 16" O/C � � a 24" I/2 DIA, x 8 TITEN Hp A.B. AT 24'' O.G, STARTING 9" MAX. TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD EACH SIDE OF STUD TO 1/2" GYP. BOARD BOTTOM PLATE 4 51MP50N INSULATE PER BEARING WALL CALCS/SPECS I W/UPLIFT O.C. FOR A MAX, UPLIFT OF 1500 LBS. ON EACH TRU55 FASTEN PER MANUR MIN. AT EACH BOLT LOCATION, TRACK SPECS. ATTACHMENTS TO THE JAMB ARE BY SP2'5 ON EACH SIDE OF 2X 5.Y.P. 01 STUDS's 16"O.C. STUD TO TOP PLATES. (1) SIMPSON 5PH4 w/ 12-10d NAILS EA. STUD (STRAP (SEE FOUNDATION PLAN OR TRUSS PAGE FOR LOCATION OR EXCEPTIONS) MANUFACTURER. THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE SECURE PLATE W/ 10" 1/2" DIA. "J" BOLTS 4 WASHERS's 2'-0" O.C. (MAX.) CENTERED ON WALL. U,N,O." INSULATION OR PER ENERGY CALCS,/SPECS NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S 1 SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT 50LE PLATE LO -0" a .� d °`' :m �4 ,�. 0 _0ii (1) SIMPSON 5PH4 W/(12) 10d _ pRL 9YP TOP PLATE 4"CONC, SLAB. SEE COMMON NAILS EA. STUD d FOOTING 5NN FOR WOOD FRAME WALL TO FOUND. PLAN FOR _i FOOTING SEE I �_ — e• __._ ,.' _, I- - FOUNDATION PLAN FOR 1—III—III FOUNDATION PLAN MASONRY ATTACHMENTS THAT --- MORE INFO. I�I SIZES 4 MORE INFO, FOR SIZES 4 MORE OCCUR e A LINTEL USE 1/2" x 6" 5P4 TOP EL V 0'-0" TOP OF SLAB INFO. THREADED ROD SET IN . .' • r: • . • :.; }. .: L d B I t St d P rt D t' i I SIMP50N SET E OXY Cl B Load Brn erio Intr Stud Part. Detail oa C 1 n error u a e a 2 X S.Y.P. 5TUD5 a 16" O.G. - U,N,D. LOAD BEARING OR 111 FOOTING SEE �► FOUNDATION PLAN FOR N SIZES MORE INFO. • '"µ' i'• •' •, q :.4. '.' .•r °'•'.' "::. ,• ` ,:'+::" ,: 5EE FOUND. PLAN CLEAN 4 COMPACTED 501L, S 1 SCALE: NTS With Uplift S-1 Without Uplift SCALE: NTS p SHINGLE /TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS, CONTRACTOR TO PROVIDE MANUF, DOCUMENTATION TO INSPECTOR ,@ TIME OF INSPECTION. IF 5HINGLE 15 USED UNDERLAYMENT TO COMPLY WISH FBCR 1305.2.1. 12 SEE CtYP) FLEV. PRE ENGINEERED WD TRU55 6 24 O.G. R-38 INSULATION OR PER ENERGY CALCS. META20 UNLE55 NOTED OTHERWISE SEE TRU55 SHEET FOR MORE INFO, EXTERIOR WALL 10" x I/2" DIA. "J" BOLTS 4 WASHERS 2 -0 D,C, (MAX) CENTERED ON WALL FOR EXTERIOR r; N �;. 2 X STUD allC. M, U, 1 X P.t,STUD 05 VERT. IN FILLED CELL Gara a Wall g 1 W� Uplift Section (95ga MODIFIED PROCTOR PER ASTM p1551) Brn Wall SCALE: NTS NOTE: REGARDLESS OF ANY OTHER NOTE, ALL SYP LUMBER TO BE 1 OR BETTER .,: ELEVATION VARIES TOP OF MASONRY SOFFIT/FA5GIA LE55 THAN 5'-0" FROM PROPERTY LINE TO BRNG, OR GARAGE BRNG WALL TITEN HD 48 O.G. IF WALL 15 INTERIOR BRNG WITHOUT Em N 1/2" DIA x 6" TITEN HD 2 X P.T. PLATE DBL. TOP PLATE FLOOR BRAS SEE PLAN (4) 10d NAILS INTO DBL 1/2" GYP. BD. CEILING TYP. SEE NOTE ON N-1 , :, COMPLY WITH FBCR 302.1. SEE ELEVATION PAGES FOR T/PA5 IA ETAI UPLIFT. 24" D.C. IF WITH UPLIFT. EXTERIOR FINISH (SEE ELEVATIONS) 1/2" GYP. BOARD S U AT W 10 1 1/2" GYP. BOARD PAGE FOR GARAGE 50FP1 C D L P EC RE PL E / / APPLICATION =.P _- —'°_° T. - DIA. "J" BOLTS 4 VARIES SEE ROOF PLAN ` p• P ° e GRADE WASHERS -9 4'-0'' O.C, (MAX.) CENTERED ON 2X S.Y.P. 01 STUDS 1611O.C. 8"x8" K.O. CMU BOND BM. w/ I - 15 BAR (1) 5IMP50N 5PH4 ' ' I I=I = I - WALL, (REFER TO FND 4 Ix2 PT NAILER ° ' CONT. (MIN LAP = 25") GROUT CELLS TYP, P ` ° - I I- FLR PLN FOR WALL 1/2" DRYWALL 50LID - VERIFY W/ FLOOR PLAN, a P�, '. o �. ° _ THICKNESS) INSULATION OR PER ENERGY 8"x8" PRECAST CONCRETE LINTEL. � A• ' '•'' ° •PI= I =I - CALCS./SPECS. VERT. WALL REINF. _— CONT. 2X PT SOLE PLATE WINDOW OPENINGS SEE FLR PLN P ' ' 4"GONG. SLAB. n • Q. ., P EMBED ACI 5TD. HOOK FOOTING SEE — I I= I —I FOR MORE INFO. IN BOND BM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — ° a — — e � _ I SEE FOUND. PLAN PRECAST CONC SILL SIZES 4 MORE INFO. —_ _ _ _-1 ' EL Y 0'-0" TOP OF SLAB CURTAIN NAILER PT I- I I i I I —I I I I I�I� I I-1 I '- .:�'•.. �:....:.; ..'.,." .. w.. ,, ....,. y. ;... — III III I I Q - _ - - • ., Ix4 Q WINDOWS 4 S.G.D.NOTE: 5 BAR VERT. WALL REINF. CONT. , TO BOND BEAM. EMBED ACI 5TD. AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, At 2x8 WALLS �' ,� WINDOW W/ SCREEN HOOK 6" IN BOND BEAM, GROUT 4: ' 5EE FOUND. PLAN USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE (WHERE APPLICABLE) CELLS SOLID. ..•, d ' 2x8; USE 51MP50N 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'S ON LU FOUNDATION PLAN uj EACH 51DE OF STUD TO TOP PLATE$, U.N.O." Y •r'K : "j FOR SIZES 4 MORE � CLEAN 4 COMPACTED SOIL. lx2 Pt FIR STRIP 24" O.C. 8 x16 C.M.U. PER A5TM C-90 (TYP. INFO, ' FM--1900 P.S.I. (MIN.) W/ TYPE M OR DIFIED PROCTOR PER A (95go MOSTM p1551J Ix4 PT BASE NAILER 5 MORTAR PER ASTM C-210 KGara a Wall Section Brng Wall 1/2" DIA.x 6" 51MP50N H3 w/ 8-8d SCALE:NTS INSUL. PER GALC5, 4 SPECS TITEN HD S-1 'w 24" NAILS FASTEN TO TOP 4 WHO Uplift 4"GONG SLAB. 5EE O C BOTTOM PLATE PLUS POUND, PLAN HORIZ. BLOCKING m 48" FLEV O'-0" TOP OF SLAB REINFORCED CELL OC 2X STUDS 6 — — 1/2" GYP, BOARD 24"O.C. FOOTING SEE ° 2x4 PT PLATE SECURE PLATE W/ FOUNDATION PLAN FOR �^ FOUND 4 MORE INFO. e HILTI GF62 POWDER INSULATION OR 5/8" CEMENTITIOUS FIN15H PER . ACTUATED PINS 6 PER ENERGY FBC1R '103.6 � 48 O.G. OR EQUAL n T ical Ext. Mason Wall Section GALLS./SPECS. CONT. 2X PT 50LE S-1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -FEE PRE -FORMED CONTROL JOINT MI55ING ANCHOR BOLTS AT BEARING WALL: MORE INFO. ELkV O'-0" TOP OF SLAB PLAN 4 SCHEDULE NOTE;: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: FL r 'qI':.' ti' ,. :;,,':• — :. 5EE N•-I FOR 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN IUD ANCHORS SPACED A MAXIMUM OF 24" O.G. 1al ' �' '•'•�'�•-•`: "' T- Y'::''• ' ADDITIONAL/ALTERNATE ' "..s.= 5EE FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: . FOOTING SEE CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 45" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 46" O.C. IF RE615TING GRAVITY SIZES 4 MORE INFO, (95% MODIFIED PROCTOR PER ,45TM D1551) BACKER BAR AT PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS EXP05ED FACE - M Garage Wall Section Non-Brn . Example CMU Wall Control Joint Detail H Wood Frame To Mason Attachment Detail S 1 SCALE: NTS p S 1 Brng Wall Only SCALE: NTS S-1 SCALE: N.T.S. 10" MIN, EMBED ACI 5TD, KOOK IN BOND BM. •. 4. f. K.O. CMU BOND BEAM 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 'S DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI 0' 0" FINISHED 5TD. HOOK IN ° , L . d • q♦ Yd' ' e, OOR FOOTING '!. : ; . , •.: d.,' • • :.', d FOOTING 5EE FOUNDATION PLAN FOR SIZES 4 MORE INFO. �Masonry Wall Reinforced Cell Detail 10" MIN. •q •I , EMBED ACI STD. HOOK IN �. BOND BM. .' 5x8 K.O. CUM BOND BEAM w/ I- S BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. *5 BAR VERTICAL WALL REINF, GROUT CELLS SOLID SEE PLAN FOR LOCATIONS ' 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT 5TD. HOOK IN FOOTING , 0'-0" FINISHED . t a , , Y ' • ,;:.'`. e•' FLOOR 4• •• ^ ' FOOTING SEE FOUNDATION PLAN e♦ FOR 51ZE5 4 MORE INFO, J:•' ,.•♦: 4.... ..S a Y. <' � e,,, N Masonry Column @ Lanai/Entry Detail $ 1 SCALE: NTS "5 BAR TRANSITION „ STEEL ACI 5TD. w a K.O. CMU BOND ' - ' • 4' HOOK (TYP) (K QC BEAM u , WALL REINF. 05 BAR TRANSITION " STEEL ACI STD, HOOK (TYP)' ',d q Masonry Transition Detail CELL TO BE FULL. GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF ' USE 51MP50N SE1 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDI" 5" SIMPSON SET EPDXY EXISTING MASONI BOND BEAM OR 5LAB S 1 % SCALE: NTS ,11 0 NOTE: ISSING DOWELS: WHERE FOOTING DOWELDOWEL5 ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 S 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: TRU55E5 WHICH RE PLACED CH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M155ING MAY BE FASTENED TO THE MA50NRY BOND BEAM U51NG ONE 51MP50N HT5MI6, MAX, CAP 15 1115 . MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL, Q TYP. Retrofit Vert. Dowel Detail S 1 SCALE: NTS TOP TIE BEAM p- 'tea VERT. CORNER CELL FILLED W/ ac � CONCRETE L 15 LAP I 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 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 CHANGES TO THESE PLANS, RE5ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY CC .' Z .. Oi it � � i /•."'. �► lit z C,�5 �0 w a ~ IzdJ 70DZiE wo p Lu Faso�� w Q p n AD 0 U, DATE 08_3047 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: 5tructural Details Sheet number: 51 51MP50N MT518 EACH TRU55 DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING SIMPSON LSTA12 6 EACH WITH 4-16D COM STUD OR EQUIV. TOENAILS 9 EACH END ROOF TRUSS BY ROOF TRUSS MANUF. TYP. LOAD BEARING WALL CONST. 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLTJ Dormer Knee Attachment Detail ^Wall SCALE:NTS 26 LEDGER W/ 2x8 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAILS 6 PA� R.5. NAILS 6 EACH STUDS[EXTENDEACH STUDS FLOOR TRUSSES HANGER TO PRE-ENG. WOOD BE SIMPSON L HANGER TO [FLOOR TRUSSES OR L58, PRE-ENG. BE SIMP50N PRE-ENGINEERED WOOD ROOF MIN. WOOD ROOF LUS, L5U, OR TRUSSES L55U MIN. TRU55E5 INTERIOR AREA PLYWOOD TO 2x8 LEDGER W/ INTERIOR EXTEND TO 4-0.131 x 3 1/2" R:S. AREA BOTTOM OF WALL NAILS 6 EACH FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 R.B. NAILS m LAYOUT EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRUSS Ledger Detail G"'JYpical S 2 SCALE:NTS SEE TRUSS 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN, STUD GRADE 5YP) 5TRAPPI FASTEN EA. 5TUD NOTE: TO TOP PLATE w/ AT 2x6 WALLS USE 6IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 's PANEL EDGES w/ (3) 16d TOENAILS EA: END 5IMP50N BPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) 51MP50N 5P4 w/ 11 6-10dxl 1/2 NAILS EA. STUD iwr�w►.�w� ww�� • �i �� INSTALL I/2 X 6 THREADED ROD IN 51MP50N SET EPDXY 's 2'-0" O.C. (MAX) CENTERED ON WALL. CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM i $-2 SCALE:NTS MORE INFO. PLATE —� 2X BEARING WALL W/ STUDS a 16" O.C. PRE-ENGINEERE 1/16 APA RATED f FOOD SHEATHING FLOOR TRUSS 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS 9 EA, END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS U�' 5IMP50N C516 EA. STUD TO BASE OF 2X4 7 RIBBON BELOW 5ETA0 H20 TA REFER TO TYPICAL 2-5TORY WALL SECTION FOR INFORMATION NOT CMU WALL SHOWN Cantilevered Floor Truss Over Wall 2x4 RAT RUN BRACING 6 4 O.C. ON TOP c BOTT. CHORD FOR 4 TRU55 5PAN5 ATTACHED W/ 3-0.131 x 3 1/2' R.S. m EA. TRL JOINT MASONRY LL r SCALE:NTS 2X4 CRO55 BRACING a 48" O.G. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES 2X4 BLOCKING e_ 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA. 11/2'11HIGH STRENGTH OR 5/8" GYP. HETA 12 e 2411O.0 2x FRAME WALL Ext. Wall Con. �n-Load Brng. Location SCALE:NTS 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN, AT 26 WALLS USE 5PH8 CONNECTOR5 IN LIEU OF 51=144 CONNECTORS SHOWN. FOR WALLS 16d a (o" O.C. LARGER THAN 26, USE 51MPSON 5PI'5 ON EACH SIDE OF POCKET —� STUD TO BOTTOM SLIDING PLATE 4 SIMPSON DOOR. 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." fSEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR STRAPPING c�NT FOR STRAPPING 1/16'' MIN. A.P.A. Em RATED BHTG. PRE-ENGINEERED ROOF TRUSS. 2X -S 16" O.C. i rr 2x BOTT. PLATE 1/4" X 3 1/2" — MA50NRY SCREW PRECAST 6 8" O.C. 0.131 3 1/2 " CONCRETE x 4" O.G. LINTEL. SEE FLOOR PLAN POCKET —� FOR MORE INFO. SLIDING DOOR. PRE—ENGINEERED ROOF TRUSS. PRECAST ,ONCRETE —INTEL. SEE: "LOOK PLAN -OR MORE INFO, NOTE: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, #1 GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE #2 GRADE. PLAN FOR 4"CONC, SLAB. PLAN FOR U.N.O." SIZES 4 MORE SEE FOUND. SIZES 4 MORE 4" CONC. SLAB. INFO, PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 44" CONC. 4" CONC. ,, a .. BLAB a .SLAB .. a .a .d, pa e —. a •° 774 'd ° a . ' a A 4 a •' -ENGINEERED E 4, •, FLOOR TRUSS CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail 8_2 SCALE:NTS S-2 SCALE:NTS SEE FLR PLN FOR HDR. 51ZE NOTE: FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-10d AT 2x WALLS THAT ARE WIDER THAN 2x4 4 WHERE THE HEADER 15 NOT FULL 5'-0" (1) 8IMP50N C516 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD M6TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING's 1(o" O.G. RIPPED DOWN �IMRSON PTS16 ® CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO EATRU55 )(U.N.O INTO CRIPPLE 10 EOF UTJIHET5PH STUDS CONNECTEORS ABINSTALLATION VE TYP. LOAD 5EARING WALL HEADER 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE W/UPILIFT STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER LIEU OF 5PH4, AT 2x8 WALLS USE SPH8 5'-0" USE (2) 51MP50N GSI6 IN LIEU OF SPH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) SIMP5oN C516 IN AN 5PH CONFIGURATION. ATTACH PAD BLOCKING "2x " KING STUD w/ (3) 0,131 x 3 1/2" NAILS TO HEADER 5P CIFICATION FO KINGS 4 C IPPL 5 MIN. U.N.O." WHEN NECESSARY TO MAINTAIN PROPER FOLLOWING Al Y ..O. CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO V-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING m 48 CRIPPLE 4 (1) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C, ON TOP OF BOTT. EACH SIDE OF THE HEADER • AT OPENINGS 3 -6 TO 5 -2 IN SHEATHING �+ 3° ELIMINATED TO MAINTAIN THE FULL O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHOIRD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE SET. IT IS NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER TRU55 SPANS HEADER. WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 2-1(od 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE 5PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH 51DE OF SHOWN At THAT LOCATIONS ARE NOT THE HEADER NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 CRIPPLES 4/OR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. HEADER. SIMPSON A34 (ON SECOND FLNO ROU W OPENINGS N 5'-0" ONLY (1) SIMPSON CONNECTOR G816 SPAN FLOOR Y . TO W/4-86 X 1 1/21 (ON CONIC. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMP50N SET 4 4-86 X 1 1/2" EPDXY 4 (15) I(od NAILS (ON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING HTOPENINGSW(1 0/8 S -THREAD RODISESIN WALLS WITH NO UPLIFT, STRAPPING MAY SIMP5oN SET EPDXY 4 (18) 16d NAILS SS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW T Header Detail j . S-2 SCALE:NTS CMU WALL SIMPSON A35 ANGI. W/ 12-8dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING —� WALL W/ STUDS SIMP50N SPH4- EA. STUD PRE-ENGINEERED FLOOR J015T REFER TO TYPICAL 2-STOR WALL SECTION FOR INFORMATION NOT SHOWN -1/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER ID MA5, OPENINGS. 2X MEMBERS ATTACHED-- W/SIMP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH CEILING BOARD PER ARCH, PLANS BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. HT516 W/ 16-10d 2X4 BLOCKING w/ NOTE: EA. TRUSS TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE SPH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED 6PH4 CONNECTORS SHOWN. MANUFACTURER GIRDER At 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF IF 2X ATTACH TO CMU. Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN w/ 1/4"x 3" TAPCON5 v 12" O.C. W/MAX. b" K S 2 2x8, USE SIMP5oN SP1'S ON FROM END OF BUCK (TYP, ALL 2X WINDOW SCALE:NTS EACH 51DE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 51MP50N SP2'5 ON EACH BIDE OF STUD TO TOP PLATES. U.N.O." 2x8 PT VERTICAL (ABVJ -a WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 6 24" O.C. TYP, Ix4 PT VERTICAL (BELOW) - WALL t0 BE ATTACHED WITH 1/4" x 2-1/4" TAPCON s 12" O.C. OR PER MANUFACT. SPECS. Z)Non-Brng. Mitered Glass Framing Detail S-2 j SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS EA. G NAIL PECB II III 5OLT REFL�ACE1" IENT CHART: • THE FOLLOWING "J" BOLTS CAN EBE REPLACED WDIH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED E3Y E.O.R. IN WRITING. "J'" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMP50N SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/6" x 8" 5/8" x 5" EMBED X L_ "s SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEM5ER5 OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 5IMP50N A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT 9 TOP/6IDE5 OF ARCH OPENING. iF ARCH TOP PROHIBITS 2X THICKNE56 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK -S EACH SIDLE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT. eneral Irregular Window Attachment SCALE: NTS 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5. OPENINGS. 2X MEMBERS ATTACHE W/51MP6ON A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 NAILED TO 2X OR SMS TO MULLION BY MANUFACTURER. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK, IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCONS 6 12" O.C. W/MAX. (o" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) F F F X Q L � F SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS, WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER, 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEE WALL ABOVE ARCH NECE56ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/BHEATHING ATTACHMENT 6 TOP/51DES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X TPICKNE55 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 6 EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. --SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET, --FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBER5FOR 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 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MPSON A35 -s EACH END. �Irreqularity Width Less Than Window Width Attac EDGES (SEAMS SHEATH BLOCKI FOR WA! PANEL SHEATH FOR RO TONGUE GROOVI FLOOR° T�'�'IC>4L NAILING SCHEDULE HIGH WIND NAILH ATHIN BOUNDARY EDGE FIELD RING SHANK 1/16" 4" 6" 6"1 " COMMON 1/161, 3" 4" 6'° F DD 'I COMMON 3/4" T�. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK ((0.280" MIN.) ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)IOd NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. nent SCALE:NTS BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE: END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER a 24" O.C. BUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED s RIDGE OR HIP. -s 12" OR LE55 UBE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGE UJ15E ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TA5LE R102.3.5 IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFICATION5 IF MORE STRINGENT. UNLESS NOTED OTHERW15E WITHIN THE PLANS 5ET, Q T ical Nailing Schedules Floor Roof Wall S-2 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF MOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC, HARMLESS TO ANY LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY llII ° r •° a z z Z o oos� P a o—� U -2pw�° Q<�g Is a� iE Lu Q WS Q LlJ UnaLu - Lu ME �jNNW LU DATE a8-3P>-l7 SCALE DRAWN MK/POK JOB _ Sheet content: Structural Details Sheet number: 52 i e9Cft' t"A IL IA It-}1_'fltt'1 1 IIIYII 11AI I \b/ fV.1/I / / I,i , i,i.,, ivr . . .. . , PER JOINT BRACING A Truss Bracing Overlap Detail $ 3 SCALE:NTS DBL TOP PLATE WALL 5HEATHING NAILED PER 'O'/5-2 2x4 CONST.� � 16" If 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 SCREWS 6 4" APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) 6IMP50N L5TA12 STRAP 45" O.C. (1) 5IMP50N LTAI 40" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL W/(1) ¢15 REBAR CONT, IN KNOCKOUT COURSE 4 SAY OR 8'-0" (1) SIMPSON L5TAI2 1/211 CEILING GYP BD W/ 5d TRUSS 2x4 BLOCKING BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.G. OR CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 Ft FROM EACH END, IS (0" O.G. MASONRY WALL) UNO. CONTINUOUS 1/2" GYP BID NOTE: GROSS BRACING & ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. anded Blocking Information Diagram SCALE: NTS APA RATED 5HEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT, (U.ND.) 2x4 "T" BRACE P OR L6TAI2 REFAB ROOFTRU55E5 t 24" O.C. OVERLAP TRU55 BRACING 41-011 4'-0' 2x4 BLOCKING ATTACHED I/2" CEILING GYP Bp w/ 5d w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL5 7 O.C, OR EACH END (UND.) EQUAL, DIAPHRAGM AREA (4 BAY OR 8 FEET FROM MASONRY WALL) F Gable Diaphragm Side Wall $-3 (For Illustration Only) SCALE:NTS SEE NAILING APA RATED SHEATHING. SEE SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED FOR ATTACHMENTS ATTACHMENT" U.N.O. W/(4) 0.131 x 3 1/2" NAILS w INTERSECTING BLOCKING _ MAX APA RATED SHEATHING. RE -ENGINEERED TRU55E$ 6 2411 O.G. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.D. /2" CEILING GYP BD W/ 56 COOLER NAILS 7" O,C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 (I) SIMPSON LSTAI2 Ft FROM MASONRY WALL) STRAP 45" O.G. SEE FLOOR PLAN FOR (U SIMPSON HETA20 SEE`�72x4 BLOCKING ATTACHED W/ (2) LENGTH 4 WIDTH 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, FASTEN CAP TO CHASE w/ GABLE CHORD OF BLOCKING UNO. DETAIL (TYP) �0.131 x 3 1/2" R.S. NAILS 12" FLAT OR CATHEDRAL O.C. ALL-AROUND 8" MASONRY WALL WKI) 05 I/2 GYP BD REBAR CONT, IN NOTE: GROSS BRACING a KNOCKOUT COURSE ALL BLOCKING TO BE DBL 2X4 REPEATED 46" O.C. TYP. P LATE CONT. o 8'-�" (MAX.) G TYP. Masonry Gable End U_ W/ SIMPSON $_3 SCALE:NTS > HT520 6 32" I'll O.C. OR CS16 w T TO ALIGNING FLASHING ALL-AROUND w STUDS BELOW SADDLE N SEE NAILING APA RATED SHEATHING. SEE NAILING , 0ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACHMENTS C5 16 TOP 2x4 DIAGONAL CHORD TO ATTACHED LUK4) 0.131 x CHIMNEY APA RATED L 1'-0" 3 1/211 NAIL5 ,s EA. SHEATHING, SEE MAX INTERSECTING CORNER NAILING SCHEDULE BLOCKING O.C. ALL-AROUND TOP CHORD ENG, TABLE FOR TRU55EB 6 24: O.C. ATTACHMENT. U.N.O. (1) BIMP50N LSTA12 1/2" CEILING GYP BD W/ 5d COOLER NAILS 1" O.G. 2x6 BLOCKING FASTENED TO " EACH END OF 1" BRACE OR EQUAL, DIAPHRAGM ROOF 514EATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END AREA (4 BAY OR 8 ft FROM MASONRY WALL) 2x4, 2x(o, OR 2x8 5-Y.P. 01 6 16" O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED g Flre lace .Chase Detail SIZING OF 5TUDS TRUSSES 6 24O.C. " FLAT OR,CATHEDRAL $:3 SCALE' NTS 2x BLOCKINGEAING is A L (1) SIMPSON NIOA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 BRACING PER TRU55 RATED 5HEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End ALL BLOCKING TO BE REPEATED 48" O.G. TYP. ENGINEERING [APA u'N"�' S 3 SCALE:NTS 1'-0" MAX APA RATED PRE-ENGINEERED R SHEATHING. SEE TRUSSES ID 24" NAILING SCHEDULE O.G. TABLE FOR o ATTACHMENT. U.N.D. SEE DETAIL A ON IS SHEET DROPPED T P) (TYP) GABLE ENE) FOR OUTRIGGER '�42x4 (1) SIMPSON BLOCKING 1/2" CEILING GYP BD W/ LSTAI2 STRAP '+ ATTACHED W/ (2) 56 COOLER NAILS 7" 48" O.G. 0.131 x 3 1/2" R.S. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR S Ft FROM HETA 20 w 4811 O.G. MASONRY WALL) • . ATTACHED TO BOTTOM CHORD OF I/2 GYP BD FLAT OR CATHEDRAL GABLE ;. NOTE: CROSS BRACING 6 8" MASONRY WALL ALL BLOCKING TO BE W/(1) �'S REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.C. TYP. able Section - For Gable Less Than 4'-01' High SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB-9U 1/2" CEILING GYPSUM BD 0,131 x 3" COMMON SEE TABLE FOR NAILING 4-0,131 x 'S 1(0 a.c. SCHEDULE 6 SPLICE 3 1/211 GOM. DOUBLE TOP PRE-ENCx WOOD TRUSS (T'1'P) COMMONS" PLATE +a 3-0.131 x 3" COMMON DOUBLE STUD dba EA. SIDE OF JOINT 0.131 x 3 T STUDS 6 16" o.c. 1/2" COM. 16 O.C. PT BOTT. 4 ifPLAT)= 2-0.131 x 3 1/2" COM. q 2 0131 3 1/2" SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT 6 4 RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW CONVENTIONAL FRMG a ATTACHED 5TRUCTURE5 WHICH ARE ONLY PARTIALLY ENCLOSED SUCH A5 ENTRYWAYS 8 PORCHES NOTES: I. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE 9 24" O.G. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 4'-011 TO 8'-011 ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS, 3, CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMP50N M5TA24 TEN51ON STRAPS 6 EACH TRUSS U51NG (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING tv EACH SIDE OF TRU55 8 THREADING THE U-SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. 4. SECURE RAFTERS TO CLEAT 1 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) led NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-011 SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L65U210 SLOPING HANGER W/ (10) 10d NAILS INTO RIDGE BEAM 8 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d k (6) 106 RESPECTIVELY FOR 2x10 RAFTERS. USE LSSU28 W/ (10) led d (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 106 x 1 I/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 6, WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR IN5TALLAT1ION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. �Valley Set Attachment Detail $ 3 SCALE:NTS /— INSTALL 6IMP60N LUS24 KNEEWALL MIN. EA. SIDE OF THE TO.C.@ M1 CEILING JOISTS. JOISTS �1, ,/�, TO BE PER NOTE 1 ATTACH THE FRAME OF CEILING WITH 4-0.131 x 3 1/211 NAILS TO EA. STUD ALL AROUND PERIMETER. TYP. Frame Down Clg. a@- Entry SCALE:NTS UNBRACED WALL HEIGHT 02 SYP 8'-0" 2x4 6 16" o.c. 8'-8" 2x4 6 16" O.C. 9'-O" 2x4 ID 16" o.c. 9'-4" 2x4 6 16" o.c. 1e'-0" 2x6 -a 16" o.c. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE a 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN -- 2X4 4'-011 TO 8'-011 ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" - -- 2X10 15'-0" TO IS'-0" ---- 2X12 NOTES : 1. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3, WHEN INSTALLING SIMPSON PRODUCTS REFER TO 5IMP5ON'S INSTRUCTIONS 4 SPECIFICATIONS. NOTES: TYPICAL AT ALL LOAD BEARING SYR COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING (02 SYP MIN." APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. N 141 mph MAX., Exp. C, Enclosed Exterior Frame Wall Table 5.3 SCALE:NTS OMPRESSION WEB SLOPING OR WHEN TRU55 STUD ARE VERTICAL ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR (HT5/MTS) MAY BE NAILED TO TRUSS 1 STUD ONTINUOUS PERMANENT LATERAL BELOW, NO 5PH4 IS WHEN STUD 15 BRACE (CLB) NEEDED 6 T14I5 STUD. ° NOT ALIGNED ° WITH A TRU55 NOTE: D ° AND/OR WHEN "AT 2x6 WALLS USE 5PH6 TRUSS STRAP 15 DIAGONAL BRACE CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY ,-,,---PERMANENT NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. 00 ° ° ATTACHED TO TO PREVENT LATERAL MOVEMENT E AT 2x8 WALLS USE 5PH8 / STUD USE (1) SHOULD BE REPEATED - CONNECTORS IN LIEU OF SIMPSON 5PH4 APPROXIMATELY 20' INTERVALS. SPH4 CONNECTORS SHOWN. OR 6P2 U-1x4 FOR WALLS LARGER THAN MIN. BRACING W/(3) 0.131 x 3 1/2" NAILS 6 INTERSECTING 2x8, USE 5IMP50N 5P1'5 ON TYPICAL HIOA CONFIGURATION DO NOT NAIL EACH SIDE OF STUD TO ° THROUGH OTHER STRAPPING/CONNECTORS. WE55 BOTTOM PLATE 4 SIMPSON °° REFER TO CONNECTOR NOTES FOR FRAME TO 5102'5 ON EACH SIDE OF °° TRUSS CONNECTIONS. STUD TO TOP PLATES. ° U.N.O." 20' Max Intervals Detail SCALE: NTS NOTE: SEE TRU55 LAYOUT STRPPNGREQ Frame Wall Truss Connection Detail IRED o $-3 SCALE:NTS 4-0.131 x 3" COM. x COMMON 2-0.131 x 3 f DOUBLE STUD CONDITION SEE TABLE BELOW COMMON FOR LAP5PLICE 'r TOP PLATE F,45TENER5 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING m 5PLICE ALL OTHER NAILING 361, 2-ROW5 0.131 x 3" 3" 0/C 0.131 x 3" 0 8" O/C TOP PLATE FA5TENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING 9 5PLICE ALL OTHER NAILING 2411 2-ROW5 0.131 x 3" 4 6" ()jr 0.131 x 3" 0 8" O/C 2-0.131 X 3 1/2" COM. 5-0.131 x 3 1/2" DOUBLE TOP PLATE 3-0.131 x 3 1/2 "COM. A 31 x 3 1/2" COM. PPT BOTT. PLATE a.c.-0.131 x 3 I/2" COM. SINGLE STUD CONDITION 4 51UD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - P6PN516Z IN LOCATIONS WHERE A LAP SPLICE IS CLOSE. 12d GOM, IV 12 If O.C. 4-16d COM. 2-Sol COM. K\.'(d 2-2"x4" W/1/2" PLYWD. SPACER NOTE: 2X4'S MAY BE TURNED PLATW15E 50 NO SPACER 15 NEEDED. 1COM. 8" o.c. E_ 10d COM. -S 12" a.c. 4-16d COM. INT. NE,4DER (NON -BEARING) General Wood Attachment Details NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2, ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/211 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4, FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED 6 6 O.C. ALONG THE LENGTH OF THE COMPONENT SCALE:NTS )MM. Q 16" C.C. d HT816 0.131 x 3 1/2" COM. 6 8" O.C. 5IMP50N HTT4 W/ 5/8" DIA A.B. 4 5TUD CORNER TRAPPING INFORMATION (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0,131x3"R.S.NAILS 66" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. I (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N 5D525600 WOOD SCREWS STAGGERED 6 (8,11 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS IUIDER THAN 8" USE (2) ROWS'S 6" O.C... Nailinq Schedule for Built -Up Columns & BEAMS NOTE:: I. SSE TRU55 MANUFACTURER'S TRUSS E:NC->:INE:ERINCx CUT SHEETS FOR ADD ITIONAL- PERM,4N1rNT 5R,4CING TH,4T MT' 3E REQUIRED. 2. 'IT" 5RACING M,4Y BE USED IN PLACE OF PERMANENT C R,4CINCx PROVIDED IT EXTENDS OVER tv LE,48T e09- OF THE WEB. SCALE: NTS CONTINUOUS 20'-0" 20'-0° SEE EXPANDEDBLOCKING BOTTOM CORD DIAGRAM BRACING 1X4 MIN, CLB DIAGONAL BRACE AS REQUIRED BY BCSI 121 0- 9� TOP E BOTTOM CORD GABLE END. BRACING -s 4'-0" O.G. MAX. FOR FIRST Gable & Cig Bracing Diagram (4) ROWS OF TRUSSES S 3 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY dV •rw ,. .J iZ N W�C�i4� • :cam �� . -. zQ} O Z o � t �Q o c� _ v 1-a o o 'a IL z A j p, N moon DATE 0$-30-17 SCALE DRAWN h7K/PDK JOB _ Sheet content: Structural 17etalls Sheet number: 58-141 —DBL. 2 x 4 TOP PLATE SIMPSON SPH4 Q EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. SIMPSON L5TA30 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING Q SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO BE CONSIDERED SHEAR RES15TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGE5 FOR SOFFIT 4 FASCIA DETAIL WE). HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVATION$ WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16 APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 50LE PLATE SIMP50N C516 OR SIMPSON MSTA36 a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA, TRU55 J015T ( INSET) 2x4 FLATWI5E VERT. BLOCKINE AS NEEDED t0 ACHIEVE FULL NAILING IN STRAPS. 2x4 02 5YP RIM w/ (5) 0,13' 3 1/2" NAILS EA. TRU55 JOIE ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR STRAPPING INFORMATION 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID W/ I - $5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES ,924" O.C. MAX. 12 SE ELE -�'�—BAFFLE ION INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2 GYPSUM CEILING BOARD HURRICANE ANCHOR tat EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PN4 Q 16" O.G. EACH STUD (12) 106 NAILS EACH. DBL. 2 x 4 TOP PLATE 51MP50N 5PN4 e EACH 5TUD TO TOP PLATE SEE ELEVATION WALL CONNECTION W/0 WINDOW PAGES FOR ROOF COVERING 4 SHEATHING DETAIL l [_ SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WE), HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOf PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES SEE ELEVA ENGINEERED ROOF TRUSSES 624" O.C. MAX. 12 SEE E!✓E INSULATION BAFFLE INSULATION PER COMMUNITY SPEC5 OR ENERGY CALC5 ---1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR . EACH TRU55 SEE TRU55 LAYOUT FOR 5TRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 6 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW —WINDOW SILL CAULK 6 WINDOW 2 x 4 SILL 2 x 8 BILL INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE ENERGY CALC5 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR 'IN" ON SHEET 5-3 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 4 NAILED SEE SCHEDULE DETAIL "O" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.C. IN5TALL 1/2" DIA. x 8" "J" 01 BOLTS 4 WASHERS W/ 5" IMBED a 2'-0" O.C. (MAX. CENTERED ON WALL. —SIMP50N 5PH8 4 2x8 PT 50LE PLATE SIMPSON HETA20 6 32" O.G. IF ATTACHED TO RIMJOIST5. 624" O.C. .. MAX IF ATTACHED TO FLOOR USE 2- *S BARS IN K.O. BLOCK IX P.T. FURRING HORIZ. TRUSSES TOP (2) TWO COURSES -4, . 1/2" CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" 1 x 6 P.T, CURTAIN NAILER is OPENINGS I x 6 P.T. CURTAIN NAILER 9 OPENING$ PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE 1 x P.T. RUCK STRIP I x P.T. BUCK STRIP WINDOW BILL - CAULK Q WINDOW WIND RE515TANT I/2" GYPSUM BOARD PRE -CAST CONC. BILL 4" HIGH CONC. BILK. ° 8" CMU PER A5TM-C 90, 1900 4"GONG. SLAB. PSI MIN, W/ TYPE M ORS BEE FOUND. PLAN MORTAR PER ASTM-C 210. 5/6" CEMENTITIOU FINISH PER FBCR 103.E tl ° FOOTING SEE T� FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Wall Section S 4 SCALE: NTS WINDOW 5EE FLOOR PLAN FOR SIZES WINDOW BILL - CAULK WINDOW ° WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. BILL 4" HIGH CONC. BILK. 4 8" CMU PER ASTM-C 90, 1900 4"GONG. SLAB, P51 MIN, W/ TYPE M OR 5 BEE FOUND. PLAN MORTAR PER ASTM-C 210. a 5/8" CEMENTITIOUS FINISH PER F5CR 103.6 ° °. 4'; < '4'6 `a FOOTING SEE a FOUNDATION PLAN FOR SIZES 4 MORE: INFO. c Typical Two Story Wall Section S 4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY 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. 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 cy I1101 , v� oo� z 75. UJ J OEM DATE 00-3047 SCALE NOT,FO DRAWN MK/POK JOB Sheet content: Structural Details Sheet number: 54 ATTACH TRU55E5 PER FRAMING NOTES. IF TRU55E5 ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEPf&VL KING G — SHEATHING EDGES w/ (3) END 0.131`x3-1/2" TOENAILS EA, CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5- I. EQUAL N HTT4 OR OR EQUAL AT EACH END OF SEGMENT INSTALL 5/5" THREADED ROD IN SIMPSON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" lo SHEATHING AS DELINEATED ELSEWHERE IN P1 OUBLE TOP PLATE SET. (MIN. STUD GRADE 5YP) 2x STUDS Iq 16" O.C: CMU WALL - SEE --/ FLOOR TRU55E5 FLOOR PLAN FOR TYP. MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PA55IING TRUSS OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRUSS/RIM J015T AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail S-5 SCALE: NTS INSTALL SIMPSON C516 �rCRO56 STRAPS WITH (1) 0.131"x3-1/2" NAIL AT EACH PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM AT EACH END TO TOP AND BOTTOM PLATES/ENp STUDS. 6TRAP5 SHOULD BE DIAGONAL AND AT 45 DEGREES OR LE55 IN RELATION TO HORIZONTAL. TYPICAL. IF DOUBLE END STUD OVER A VOID SPACE, INSTALL 50LID 2X BLOCKING BELOW. TYP. AT CRO55 STRAPPED SEGMENT, IF SHEATHING IS GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 1" O.G. OR *6 X 1-1/4 5CREUS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE ,AT 0/52, NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE SIMPSON SPl'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 5IMP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." 5IMP50N 5PH4 TO EA- 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 N'/5-3 2x S.Y.P. TOP PLATE 2x4 S.Y.P. *2 RIBBON W/4-106 -a EA. FLOOR TRUSS. CSI6 OR M5TA 36 s 32"O.G. (36" LONG) FROM EA. STUD TO (2XI2) WOOD BLOCK OR FLOOR JOIST 2x12 5YP *2 WOOD 3-0.131 x 3 1/2" EA. BLOCK BETWEEN JOINT SIDE. FLOOR JOIST WITH 5-16d HETA20 6 32" O.G. ON THE TOENAILS. IN51DE FACE OF 2x12 NOTE: SEE 'N'/S-3 FOR STUD INFORMATION LT. Frame/Masonry Connection #1 B S-5 SCALE: NTS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 1/2" DIA NUT W/ MIN, 1-1/4" DIA x 1/S" WASHER 1/2" DIA ALL THREAD ROD 1/2" DIA /2" DIA ANCHOR BOLT COUPLING A.B. EXTENSION DETAIL NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 5IMP50N 5PH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 57t WALL STUDS. 5' SHALL BE IN5T -s MAX. 16" O.C. DIA, 1/2" J-BOL OR WITH 51MP5, SET EPDXY 5" EMBEDMENT 6 JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 's EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRlU85E5 624" O.G. `\ `—INSULATION PER ENERGY CALC5 1/2"' GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU56 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE 51=H4 6 EA, STUD PROVIDE (2) 16d COM a EACH TRU55 1/211' GYPSUM SIMPSON C516 W/ MIN (22) 106 3/4i1 T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "O" 17105* MAX tv 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (16T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 6 24" O.C. 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 JOIST (INSET) 1/2" GYPSUM BOARD SIMPSON MTSI6 0 EACH FLOOR TRUSS 24" O.C, MAX. I/2"' GYPSUM CEILING BOARD W/ KN CK - �/16 SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 5IMP50N 5PH4 s 116" D.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2 " ANCHOR BOLT fit 24" O,C. W/ NUT 4 2" SQUARE PT 2X SOT. PLATE w/ BY 1/8" WASHERS SIMP50N 5PH4 6 EA. STUD w/ (10) IOd NAILS 4"GONG. 5LA5, SEE EACH FOUND. PLAN e• FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, rD-sjypical Two Story Interior Bearing Shear. Wall Section DECKING 2'IX4" PANEL BLOCKING s 48" 0/C FOR THE FIRST 6-0" 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 6 45" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0,131X3 1/2" a EA. END INTO 2 "X4" BLOCKING DECKING 2 "X4" PANEL BLOCKING 6 48" O/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" CRO55 BRACE o 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" a EA, END INTO 2 "X4" BLOCKING FLOOR 2"x4" PANEL BLOCKING ID 48" O.C. FO JOIST THE FIRST 2'-0" OF END WALL FROM EA. ITYP) END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CRO56 BRACE ANGLE GREATER THAN 45• EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" CRO55 BRACE a 45" O.C. FOR ----' ll THE Ist 2'-0" OF END WALL W/ (2) 10dx3" 0 EA. END INTO 2"x4" BLOCKING, (ANGLE NOT TO EXCEED 45•) *+ WHEN ANGLE 15 GREATER THAN 45•, CRO-55 BRACE -9 46" O.G. FOR THE lat 4'-0" OF END WALL, Floor Truss Parallel To Brg. Wall C_ti I SCALE: NTS 2ND FLOOR FRAMING SIMPSON C516 OR M5TA36 STRAP 6 32" O,C., EVERY OTHER EACH STUD FLOOR J0I6T-5EE FRAMING PLAN WEEP 5CREED INSTALLED PER MANUF. 5IMP50N HETA20 0 32" O.C. MAX, 2ND FLOOR FRAMING SIMIO50N CS16 OR M5TA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. FLOOR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKING 6 M5TA36 OR CS16 OR HETA20 WHICH 15 NOT ALIGNED W/ TRUSS VERT, WEB U51NG 2-0.131" X 3 1/2" TOENAILS 6 EA. END. 5EE - WHEN DISTANCE 15 LE55 THAN 2'-0" e THE FIRST BAY EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER SIMPSON CSI6 W/ MIN (22) 106 COMMONS (11 MIN. EACH ENE)) BEAM / GIRDER 2x SOT, PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS - 6" O/C a ,,,,Second Floor Frame Connection a Girder S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, 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, 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 (rONDITIONS. REVISIONS BY tb tw 00, oo< O m � - z z LL NO) O Lu V�—c� gyp— in z 0 U) Lu DATE 043-30-17 SCALE NO7EZ) DRAWN MK17=0K JOB - Sheet content: Structural Details Sheet number: SCALE: NTS DRYWALL OVER FUI BLOCK UI 11/16xi1/16 COIF MC (01w) I* TRIM (WINDOW PER PLA (WINDOW — MR PLAN) COMPOSITE WINDOW —� SILL SQUARED DETAIL EDGES Ixb TRIM BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PL_ N) I EAD SILL BELOW ___ LINE OP WALL — IH Ix6 TRIM BELOW LINE OF TRIM _ BELOW -----_ LINE OF CASING BELOW DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL COMPOSITE WIN( SILL WINDOW ST00 L W/ ELEVATION (NICHE PER PLAN) PLAN WINDOW >ETAIL 1/4' DOOR CASING ("3(06) DRYWALL FINISH OVER 2x WALL (SEE PLAN) TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN °.Ab 1, - '-0' PLAN SPECIFIC PER PLAN eck�`' - IV SHIM AS II-4' REQ'D. SHIM AS II-41 INVERTED2 1/4' ERTED 2 114' I' DOOR CASING ("366) OR CASING ("366) 2x STUDS (PER S,TI).TUDS (PER tb STD.BASEN) BASE CABINDRYWALL CABINET 1/2,DRYWALL 4' BASE BD. 3 1/4' BASE BD. Ll QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2, : I'-0' SCALE: 1/2' : I'-0' TILE TO S' W. CORIAN TEMP. GL. ENCLOSURE WRAP IN CAP WINDOW a' W. CORIAN 1/2' DRYWALL CAP BELOW CAP PILE FINISH TILEFINISH OVER WATER 2x STUDS (PER �� OVER WATER RESISTANT RESISTANT PLOW) WALL BD. WALL BD. � In DRYWALL 'I BATH SHOWER 2SHOWER SHOWER it 3 1/4' BASE BD. 11 SIDE? SECTION PLAN SHOWER LOW WALL SCALE: 1/2' : I'-0' TEMP. GL. ENCLOSURE S' W. CORIAN CAP I'io 2x STUDS (PER STD. PLAN) 2" VAINTY M' CABINET 3 114" BASE BD. (%b) VANITY LOW WALL SCALE: In': 1'-0' SHOWER WINDOW SCALE: 1/4" - 11-0' Y TOP (WINDOW — PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 114' DOOR CASING (0366) DRYWALL FINISH — OVER FURRING ON BLOCK WALL (WINDOW PER PLAN LINE O> WALL BELOW LL 1/2' OUT 4: TILE) LINE OF CASING — BELOW COMPOSITE WINDOW SILL FLOORING / 5A5E 50ARD NOTE: WJ 4EN FILE FLOOR 15 6EL5GTED ONLY 5A5E 50ARD 15 IN6TALLED. UJI4EN UJOOD FLOOR 15 5ELECTED 5A5E BOARD AND 5HOE MOULD ARE IN5TALLED. +� ►�i (BI-PASS DRS. PER PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) Ix JAMB 2 1/4' DOOR CASING ("366) (51-PAS$ HELD DOW 1/2' DRS. PER PLAN) 1/2' WOOD FILLER HEAD DRYWALL FINISH r OVER 2x WALL (SEE I PLAN) 1/211 V21/4'DOOR CASING 1136(p) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE; -0' MAIN HOUSE GARAGE SILL D- BASE BD. TO OVER f LAP SLAB STEP AND C DRYWALL TRANSITION 3 I/4' BASE BD. ELEVATION DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW ST 0 0 L D ETAI L IINDOW TAIL " (0366) TYP. BASE BD. AT GARAGE/ MAIN HOUSE SCALE: 1" : I'-0' NOTE: D RAW I NCz5 ON 11 ° x» ° 5HEET WILL 5E ONE HALF THE 5CALE NOTED 5 114" CROWN x (045) 5 1/4" CROWN scat: r ° r-& Ix8 R R VER W/ WHITE FINE 1/2' DRYWALL 31/4' BASE BD. !'N366) 24 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN rAz " °''-v NIO ROUTER VER W/ WHITE FINE W'DRYWALL 31/4' BASE BD. 2x6 WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS x ro O N0 9 It IL 0 0 E °° 0M _ r 'Joe NLWM 22086' CAD FALE Is 0 6-1-6 B NEWSFD 07-07-16 10-05-16 11-02-16 DAVIS BEwS DESIGN GIIM 50 STATE STRWr EAST OUDS A . FUMMA 3*V 813.925.13W TI-M.. 813.925.ISM FAX VVWWnAvMbFW&C0M TANIPA • DIIV VEP- ---=%I Isr 19% ��•.- N J Q W � CD un W � 0 CD J � m CD Z J w >- Ljl. TRIM • nnE • nRCAL TRMI DETAILS LJ-8090-5 OAK- 5 1/4" LANDING TREAD LJ-i02rt STANDARD - 42" H. ROSETTE KNEEWALL �F M (OPT. LJ-6010 L RAILING SHOWN) .�--- NEE L POST 1x6 PAINTED BASE IP PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ- 045 LJ-4040 POST NE L POST NEWEL W ^''' POST OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-1021 Ix6 PAINTED BASE ROSETTE l,,, PLATE LJ-6010 Ixl2 SKIRT 3 1/4" BASE RAILING - BOARD AS APRON LJ-6015 WOOD BALUSTERS BASE (3 PER TREAD) CAP MOULD STANDARD - LJ-80l4MRI lxl2 SKIRL TREAD FOR CANT BOARD (OPT. LJ-W10 SERIES TREAD SHOWN) LJ-8095 OAK_______ Ix8 PAINTED LINEAL COVE _ RISER MOULDING LJ-WIOMRI BASE _ OAK TREAD PER TM LEVEL 3 1/4" OR 5 114" LJ-4042 NEWEL POST 1 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCH BACK STAIR DETAIL 9T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT FeWIFED. INDIC4TI=S STRIP FLOORING TO 8E NSTALLECI N SAM ORIENTATION AS $1/4" LANCING TREAD LJ-WW 5 OAK 5 1/4" LANDING TREAD SEE GENERAL STAIR NOTES SELECT 2 1/4" 1 `SELECT 2 1/4" STRIP FLOORINGS I STRIP FLOOR LJ-4042 NEWEL POST L LJ-80'IOMRI OAK TREADS -7 LJ-80IOMR1 OAK TREADS RAILING-LJ-SO�mMR2 OAK rREADB RAILING LJ-404214EILEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MGs2KNUC44 WROUGHT IRON BALUSTERS '4J LJ-4040� NEWEL POST LJ-4040 NEWEL POST Ix12 SKIRT 1x6 PAINTED BASE CUT THRU �i� \ BOARD PLATE WALL C'� `� 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-104116 --- BASE 6-TURN MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD TREAD FOR CARPEL BALUSTERS (OPT. LJ-W10 SERIES (3 PER TREAD) TREAD) LJ-W% OAK �'` Ix8 PAINTED LINEAL COVE RISER MOULDING _ BASE---- "`" LJ-WIVMRI PER TM LEVEL OAK TREAD 31/4" OR 51/4" Ixl2 SKIRL LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3078 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CANT RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNING$) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. 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) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. Ts TF PT. WALL PET STARTS HIS RISER .ING 042 NEWEL GENERIC WOOD / CARPET STAIR FLOOR PLAN RT.S. N.T.S. 1x12 SKIRL SECTION -, BOARD CUT TH U WALL RAILING LJ-1041/8 --- "``~ CAP $-TURN MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-WS5 OAK LINEAL COVE MOULDING BASE ----'" PER TM LEVEL lx8 PAINTED RISER 3 114" OR 5 1/4" Ixl2 SKIRT LJ-1040 / 1045 TURNOUT 50ARD LJ-3009 LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L - 2x STUD WALL w/ DRYWALL FIN. — BASE GAP MOULD —1x112 SKIRT BOARD SUB TREAD LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MR1 OAK TREADS LJ-8M OAK LINEAL COVE MOULDING lxl2 SKIRT BD. BASE CAP MOULD ~'-- 2x12 STRINGERS I TYP. OPEN TREADS W/ PICKETS AT STAIr% S D AIL Not to V.4.E LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE P09t LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-4042 WOOD TREAD 3 NEWEL POST IxI2 SKIRT BD. BASE LJ-8095 OAK OL CAP LINEAL COVE MOULD MOULDING PER PLAN PER LEVEL 3 1/4" OR 5 114" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. N.T.S. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL TYP. INST w to w all CA cp D A c-�v ail aA � n _ <r LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES NTB. 4 4 LJ-5015 1-I14-401-I5ASK44 LIH-HOL25ASK44 LIP-HOLIKNUC44 LIP-HOL2KNUC44 LIP-HOLPLA44 LIP-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.TS. 4..V-✓VI✓ Ti WVV'V VI9LY1VIi-I\V (3 PER TREAD AND EQ. SPACED) WOOD BALUSTER TALLATION DETAIL F MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE _ DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BASKETS TO 51E PARALLEL TO TOP RAIL r (DOUBLE BASKET) LIP-HOLIBASK44 (SINGLE BASKET) pECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND Ea SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.TS. NOTE: iaF,,4WING5 ON 11 "x1'1 5HEET WILL 5E ONE HALF THE 5G,4LE NOTED I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING Li-6010 RAILING��� LJ-4042 NEWEL POST KNUCKLES TO BE PARALLEL TO TOP P-41L (DOUBLE KNUCKLE LIH-HOLMUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL V.S. 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 SCROLL t0 BE PARALLEL TO TOP RAIL LIH-1401-50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND Ea SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS 0 c Nm a N^ It lot LL L. L■ � 4(.� oa 08 E w �Me •JW NLWM 24161011, CAD FU 04- REWM 1 09-06-13 i -19-14 01-26-15 02-06- 5 02-17-15 02-18-15 05-26-15 06-29-15 oil DAVIS BEWS DESIGN GRIDVP W SrATE SrRMr FAn RMM 3"n 813 .9r25 . MW ` 0E 813. 925. UWO FAX W W W.DAVERM&COM TAMPA • VENVEM --.►c-.� Esrr.19" STAIR • VnE • TYPICAL STAIR DETAILS