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HomeMy WebLinkAbout517 Red Rose Ln 18-1463 (a)LOT 311 - THORNBROOKE 40's SANTA ROSA GARAGE RIGHT ELEVATION "INCLUDED -TRADITIONAL" TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5UB-FA554 SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RI:.CORv) C.OPY- REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER ____ 6.5_ISS- --.,. ---�� DATE SAN�QRp SUjLD DIVISj0N A PERMIT ISSUED SHALL 5E CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY 1-0 VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection �Px� DINC # 1 a- 1 4 6 3 sANFORD Q"pAS ��G 03-09-18 CREATED LOT SPECIFIG PLAN FOR LOT 311 IN THORNBROOKE 40's, ELEVATION "INCLUDED - TRADITIONAL" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: COVERED EXTENDED LANAI, PAVER DRIVEWAY, LEAD WALK AND PORCH AND MEDICINE CABINETS IN ALL BATHS. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE° MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 981 TOTAL LIVING S.F. 2138 GARAGE S.F. 451 PORCH S.F. 74 LANAI S.F. 128 TOTAL UNDER ROOF S.F. 2791 TOTAL WIDTH 301-0" TOTAL LENGTH 68'-0" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF PLAN, BUILDING SECTION FLl -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SID -STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTE5: CHAPTERS AND 5ECTION5 REFER TO F.S.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE56 OTHERWISE NOTED. OCCUPANCY AND GON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS L16TED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANGE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CON5TRUCT ION: 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 5/6 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 LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R. - 6TH EDITION (2011) R302b AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO6ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. PER FB.C.R. 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO510N-RE515TANT WEEP SCREED OR PLASTIC WEEP 5GREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP5CREED. PER F.B.C.R. 6TH EDITION (2011) R103.13 WATER RE515TIVE 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.CR 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH A5Thl C 926. 5TUCC0 CONTROL. JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU IJI,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F, AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. D16TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 I/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FIN15H 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 CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED WRRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW IN5TAL LATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENIN65: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/6" IN THICKNESS, SOLID CORE IS,CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS, FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. A5PHALT SHINGLES (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b AND R90521b.1. 2, ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND 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 D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A61M D 226, TYPE 11, A51M D 486% TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FBC.R - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 6TH EDITION (2011) M533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 110,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0'I PA5T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2411 HIGHER THAN THE ROOF OR RIDGE THAT 15104" AWAY OR CLOSER, TUB AND SHOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1286, CI325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L 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-CORRO51YE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, No TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES; IRRIGATION / ,SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR 45 AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE55115LE 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. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.45 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROYI51ON5 OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS: EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED: THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 & %% 111111 °°0/ ;w : < I ®®®°OC/IIEIiR°`°`® X c� r.. r; 0 o too O J NI CIO 0N� co (D 6 ��Jm 6` U. C 0 0_ i7J-0�. .� o�C0 E t=Nw 0 z°_I •JQB NUMBER B-1810527 • GAD FILE NAME L T 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE S'1 YXr EAST OLDSMAK FLORIDA 34677 813 .925. 1300 TEL 80. 925, 1800 FAX WWW-DAVISBEWS.COM TAMPA • DENVER EST. 1994 fl.1AII 111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704,4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY 0 w O O r*00 °O z z C), (In C)� H- O V-4 v--q MC) (D J OU 2138 �.I.�IMIgw • TITLE • COVER SWEET GENERAL NOTES REVISION LOG • SHEET • z tl 9[ Ono V -0" I 8"x8" FTG. W/ I - S CONT, (TYP. AT LANAI) 0 811 811 G.C. VERIFY ACRYLIC 811 811 ON LANAI co 4'-011 I Ea - «' 3'-0"x3-0" A/C 1 1 s PAD (SEE MEGN. 2'-2" 10' 2" 1'-811 81131.211 ,- CONTRACTOR _ FOR LOG.) 1 1 D- — L -i ELEVATION ■ ■ ■ ■ ■ 11/2" RECESSOG.D. ■ ■ 4" P.Y.C. 0 I / 2-5TORY FOOTING (TYP.) ■ 3/411 P.V.C. ■ CONDENSATION / 20" H. x 20" W. CONC. MONO-FTG, DRAIN BY PLUMBER W13 - ro CONT. REBAR5 PROVIDE 25" MIN, LAP WHERE M SPLICED AND WIRE TOGETHER. zz BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE ■ / O A � 54 B 11'-211 31.611 51 15'-4° �. I `v I ■ � a ■ j "` 16" W.x12" DEEP FTG. W/ 2 -15 CONT, I ■ 8"'THICKENED EDGE --A WC ELEVATION AT 0'-011 ' FOR SHOWER RECE55 W/ I NO.5 BAR CONT. - (ASSUMED)SHOWER VIA po I r VALVE RECESS � 35" THICK, 2500 OR 3(000 P.5.1. CONCRETE �* M �I TILE SEAT ABV. = C! > ° 2 SLAB ON GRADE W/ 6x6 WlAxWl.4 MESH Oft FIBER MESH OVER MIL, VAPOR ELEVATIONj. (J 0'.31/2" BARRIER ON CLEAN, WELL COMPACTED, I ■ x - ' - - -" - ■ r2x&_ - TERMITE TREATED, m OPT. I I OPT. I WALL L WASHES LDRYER - _ 2 GRANULAR FILL, `A M _- ■ AIR HANDLER B SI L _ - J SINK1121 m LINES FROM :n I 1w/ DISP 2' I" UPPER FLOOR 18'-9" O%41,811 41-6111�* PED. LAV, PROVIDE WATER �� 3/4" / LINE FOR ICE MAKER ■ RECESS i� FOR ENTRY DR. N ^�� \\\� 16" W.xlb" D. FTG. ■ M \<� W/ 2 - 05 GONT, (TYP. AT GARAGE) ELEVATION zl� — 1 ) 0'-4"11,411 I 50 GAL. a, W H. ( II 11 II 5.0I 3 -8 8 I II 2 -8 I II 2 -1 2 I II -S 112 I II 3 -51/2 I 11 9.0 811, ELEVATION i ■ PAVERS 51 O 0'-41I i i F3 i o ■ 811x8" FTG. W/ a? g S (TYP. AT GJ. G.J. ENTRY) �, __------- ------- ---------4-------- ---__-------- 1-STORY D FOOTING (TYP.) ) ■ 20" H. x 16" W. GONG, m MONO-FTG. W/ 2 - "5 i CONT. REBARS PROVIDE 25" MIN. LAP WHERE SPLICED ■ AND WIRE TOGETHER i ■ BOTT. OF FTG. SHALL i ELEVATION BE 12" MIN. BELOW �! GRADE v O 0' 6" H$, m 1 1/2" RECE55 FOR GAR DR. a, ■ A ■ ♦ -S" I. 7'-0" I. 2'-811 PAVER DRIVE /LEAD WALK AA 3 21_011 NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES • rr V` V a �ir � r•4:c1 eLu 0 Mill ■ INDICATES 115 INDICATES 2 "5 FOOTING LEGEND: 0 012" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS EACH WAY. G20" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS EACH WAY. 12" DEEP x30"x30" CONG. FOOTING W/ (3) 05 BAR5 G 5 EACH WAY. 1*4 16" DEEP x36"x36" GONG. FOOTING W/ (3) 05 BARS EACH WAY. {=5 12" DEEP 60"60" CONG. FOOTING W/ 05 BARS AT 9" D.C. EACH WAY. THE FOUNDATION SYSTEM HAS BEEN RESIGNED U51NG A MINIMUM SOIL BEARING CAPACITY OF 2000-PSF (R401.4.1 FBCR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V,D, (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR05TATIC 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 G.C. VERIFY THAT DEGD DRAIN THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY 15 INSTALLED AT PLANTERS STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BETWEEN WALKWAY AND GARAGE BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV * * * * * * FLOOD HAZARD REDUCTION. FOUNDATION PLAN x ro r_ J �O 0 J Y/ ON�m ■l� fA r il. 0NJM a � j O0 0 0 �■■ ro C o _� a �o0m co 0 41 z° e I JOB NUMBER B-1810527 • CAD FILE NAMELT 313 TO ISSUED 01— 30-18 REVISED DAVIS62) BEWS DESIGN GPOVP 150 STATE STREET EAST OUXMAR, FLORIDA 3*77 813 - 925.1300 TEL 813.925.1800 FAX W W W.17AVISBEWS.COM TAMPA • DENVER --:� EST. 1994 e�, rq6 �111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W C) 0 C) O cn 4 0 2138 [II.wl . TITLE �� • FOUNDATION PLAN • SHEET • SCALE: 1/4" - I'-011 GARAGE RIGHT TEMP. GL. ENCL.— ON 42" H. LOW WALL HANSEN BOX 6" SOFFIT ABOVE PED.----- LAV. 3 M ac OPT. SHIM A5 AIR 51ITCH REQ'D, FOR 015P. I" CA51NG 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET 1/161, 0.5.8. BACKING 1/2" DRYWALL CA LI . TOP 5CALE: 1/2" - I'-011 r — ---i 134"X3-0" A/C I IPAD (5EE MEC�, CONTRACTOR IFOR LOC.) I L — — — J 3 - 26 5H, HD, AT 8'-0" * EGRE55 "F_YHIivIV T.OM. 91-411 A.F.F. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 531' Fes) F26p� WINDOW CALL -OUTS 12 5H 1/2 32 5H 22 5N 32 5H W = 3911 0 13 5H1/2 33 51-I 23 5H 33 5N }. J 0 5111 14 5H 1/2 34 5H 24 5N 34 5H � S Z 6311 g 15 5N 1/2 35 5N 25 5H 35 5N 12" s 16 514 1/2 36 5H 26 5H 36 5N G.G. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, uj W WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER Q MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- RG) ALL EMERGENCY ESCAPE AND RE5CUE NOTE: OPENINGS 5HALL COMPLY WITH R310 AT VOLUME CEILING PER F.B.C.R. - 6TH EDITION (2011), HATCHING INDICATE5 DOUBLE * * * * * * K.O. BLOCK COURSE W1 (2)15 IN EACH (AT VOLUME CEILING) 1/16 O.S.B. L.00R 5TRUCTUR,AL LEGEND8" K.O. BLOCK FILLED WKI) "5 BAR OVER V PRE-ENGINEERED CONCRETE LINTEL FILLED W10)"5 r BAR. 8" K.O. BLOCK FILLED W/lU'S BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU 05 BAR, GROUTED 50L1D. 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/lU BAR. o - 8" LINTELS SHALL BE FILLED, BELOW 8" ICO. BLOCK FILLED AND REINFORCED W/(U 05 BAR. 04 - PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP50N NTT4 CONNECTOR5 AT BASE. 0 - PROVIDE (5) 2x4 5TUD5 W/ (1) 51MP50N NTT4 CONNECTOR5 AT BASE. 0 - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MU5T BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. o - PROVIDE (3) 26 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE (5) 2xb 5TUD5 W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN, 6 ALL WOOD LOAD BEARING HEADERS TO BE (2) 02 5YP 2X8 U.N.O 6 ALL EXTERIOR WALLS TO BE CON51DERED SHEAR RE515TING COMPONENTS • NOT A 5PEGIAL FLOOD HAZARD AREA TRU55E5 BEYOND BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = 1'-011 NOTE: CJ. - RECOMMENDED MA50NRY CONTROL JOINT. F5 I S 5 2 15 R - Value Chart -� WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALL51 R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT x ro C U 'Q 0 j N; °cco10M �� N 0 . " o JM 66 u` O .0 a m5tE o C0 LL 0) pN l0 �� llti zo +JOB NUMBER 8-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-JO-18 REWSED DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLU.SMAR., FL,ORMA 3*77 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • M]ENVEPt - EST. 1994 F� r116 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 %31 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE,ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J r.. i C can C) iI F_ r-I cn O �C 2138 , • TITLE • MAIN FLOOR PLAN NOTES • SHEET • REFER TO SHEET 2,41 FOR MAIN FLOOR PLAN NOTES F." �r o..e........ co . uj CC .r 4� �r®sB,'p �P // 10 REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • • x m w JT°O J h �, MMti � cli co rrnr �N d err > 3 +) M C )LL 66 • 0 0 `� ° h �J'Qh rr� O C 0 >E at roo, L z }+ N f0 p cl) zv t •JOB NUMBER B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAk MORIDA 34677 813. 925.1300 ` F-L 813. 925, 1800 FAX W W W.DAVISBEWS.COM TAMPA • IDEI�T �--a EST. 1994 0l- 111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT] HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY cn F_ r� O O 1 il� O 21j03o0 • TI TLE • MAIN FLOOR PLAN DIMENSIONS I wirmml% STAIR NOTE6 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING $HALL APPLY UN.O.) 4 ALL STRINGERS TO BE 2-24 02 5YP, • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MA50NRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 6" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.), to AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (Ib" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, L51J HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE 514ALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR; •• AT CONC, W/ 1/4" DIA. x 3" TAPCON5 AT 1211 O.C, of AT WOOD ATTACH W/ 0.131 x 3 112 " NAILS AT 8" O.C. TO TRU55/JO15T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/211 TOENAILS EA. • LANDINGSEU1T5 AS •• TLL O BE2x8o2 P, M MIN, AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. to IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. of LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 31/211 NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCON5 AT V O.C. STAGGERED AT GONCRETE ATTACHMENT. •• ATTACH JOISTS 0 LEDGERS OR BEAMS WITH 5IMP50N5pR 526/HANGERS OR EQUAL. THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. z� 5TAIR NOTE5: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER, HANDRAIL ENDS $HALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG R301 AND TABLE R301.5 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * 36" H. CONTINUOUS 4211 H. GRASPABLE LOW WALL 3/411 PLYWD. RAILING DECKING BEAM BEAM LINE OF 6'-811 MIN. HEAD CLEARANCE E5Y5TEM FLOOR SYSTEM 10.00 \ (TYP) 2x STRINGERS r -1 3611 H. RAILING III NOSING (TYR.) LINE OF DOOR IN FOREGROUND I I 2x TREADS AND Ix RI5ER5 (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/411 = I'-m" UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (2011) R302.1 AND R302.11 PROVIDE ---- PAN AND DRAIN UNDER A.H.U. 24" H. METAL — A/C A/C STAND 3050 5H. HD, AT T-8" 3050 SH. HD. AT T-8" * EGRESS 3050 5H. HD. AT T-8" * EGRE55 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 48" CALL -OUTS T�ENWINDOW ..r 0 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W � _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J � 0 36" 1830 5H 2O30 5H 3030 5H 4030 5H z 4811 g VO 5H 2O40 5H 3040 5H 4040 5H 60" 650 5H 2O50 5H 3050 514 4050 5H 72" 660 5N 72060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cn ILLJ WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~O MANUFACTURE 51"ECIFICATION5. Z 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL COMPLY WITH R310 PER F.5.C.R. - 6TH EDITION (2011). 1i1G oam UPPER FLOOR STRUCTURAL LEGEND ® - PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT SASE. - PROVIDE (3) 2x8 5TUD5 W/ (1) 51MI-50N HTT4 CONNECTORS AT BASE. 10 - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 6IMP50N M5TA30 STRAPS. II - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 05B FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N L5TA12 STRAP. 12 - PROVIDE 2-PLY 26 NO.2 5YP BEAM W/ 1/2" 0513 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 02 5YP 2X8 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA �c WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, $HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 209O PER F.B.C.R. - 6TH EDITION (2011) R3122 TRUSSES BEYOND INSULATION ATTIC ACCESS DETAIL SCALE: 1/2 - 14" Ile •w N [r w w •'ry M V 1 o.+ Q�• �e >'•. J c'' UPPER FLOOR PLAN NOTES GARAGE RIGHT C x C U ro 100 0 J N' 100 ry� � N `., M am N 6 C4 6 L j'• 0 0 ' � V � 6' E tJ U. t g+�m n z2° •JOB NUMBER B-1810527 ' CAD FILE NAMELT 313 TB ISSUED 01-30-18 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANIPA • DEIVVER. -� EST. 1994 11 �111 VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST, SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY C) (D C) (an v-11 cn 1"""0000— C) E�UIM.1+11+111�111 2:11 3 8 • TITLE • UPPER FLOOR PLAN NOTES I I q• LLJ • �YY • Wci z ���jjr °� 4r •v1 J cy *111111111110 REFER TO SHEET 251 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS 4 x ld w. ro C J to 0 _j 2N M 6 >gJM V L °c'LL 0 0 c J 0 0@C0 3�E lLca) =}1N 0 .0 V 0 CC� � Z,�L 1 �J08 NUMBER B-1810527 • CAD FILE NAME L T 313 TB ISSUED 01-30-18 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.17AVtSBEW ,COM TAMPA • DENVER. EST.1994� l� Ill III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANOR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY rn. C) C) ce C) -10 C) •����rr���r�lr.11uirrui " TITLE • UPPER FLOOR PLAN DIMENSIONS • • SHEET • SCALE: 1/4" = I'-011V GARAGE RIGHTI LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. N4: ________#UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ, IN.ACTUAL SOFFIT VENTILATION = 232.80 SQ, IN. 4:12 ---I I I I I I i 16 i I I I I I I UPPER ROOF 6:12 E= i VENT REQUIREMENTS .. i VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. j a_ I X 144 = 612 SQ. IN. I ci � 6:12 I HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ, IN. I i # UPPER 2/3 ROOF VENTS REQUIRED = 3 I � oc i HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ, IN. ACTUAL SOFFIT VENTILATION = 649.90 SQ. IN. I I I I �e I VENT CALCULATIONS BASED ON THE FOLLOWING I I Lill ti� SADDLE --------------- 6:12 Fj- -- I -+•- i I I 6:1 1 -- I I 0� I GARAGE ROOF -- -- - --- 6:12 6:12 I VENT REQUIREMENTS I'-011 VENTILATION CALCULATIONS I ATTIC AREA = 408 SQ, FT, / 300 =1.36 SQ, FT. TYP X 144 =196 SQ. IN. OVERHANG i i I I yrO I AT HIP �e HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. (UN.O.) I # UPPER 2/3 ROOF VENTS REQUIRED =1 I i 1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ, IN, I ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. AA ROOF PLAN SCALE: 1/8" -- 1'-0" PLT. HT. 0 � SECOND FF. LINE 4 T.OM. 6' MAIN FF, LINE 12 q6 12 12 6� 2SHINGLE Q6 12 RooF� Q6 T - PLT, Hr. 0-TEMP, %� e /STUCCO FINISH 7 -1�23 - 6 �l Z-SNINGLE ROOF _ SECOND FF. LINE T.O.M. /TEXTURED /TEXTURED b FINISH% FIN15H� i �l U❑ MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION, SCALE: I/V - I'-01' WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.S.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R - 6TH EDITION (2011) R3122 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING 17, NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING cic AND 5AND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNE6515 TO BE 1L a DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT yy y yy y yy INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH 3/4" EDITION (2011) R103.1.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , I' 12 12 6� /SHINGLE Q6 ROOF PLT. HT. /STUCCO F.G. FSI FINISiW7 SE 12 12 SECOND FF, LINE 4F- SHINGLE T.OM`�4 � , _ ROOF v TEXTURED 6, FINISH MAIN F_F. LINE _ 11� GRADE LINE-� (A55UMED) REAR ELEVATION SCALE: 1/8" - II411 e PLT. HT _9 _SECOND FF. LINE T.OM. TEXTURED FIN15H MAIN FF. LINE _ GIRDER 6 12�� IF 12 8 TRU55 GIRDER ROOF TRU55E5 TRU55 12 AT 2411 O.C. 6� 6I� (TYPICAL) 12 ❑❑ ❑❑ LOFT GIRDER 6 2 R■ /2-6TORY TRU55 ROOF TRUSSES - VOLUME AT 2411 O.C. ❑ ❑ ❑ ❑ a 4 (TYPICAL) �- FLOOR 5Y5TEM -- BEAM BEAM KIT. CONC. GATHERING LINTEL 2 CAR GARAGE u CP UP LANAI DINING pp 11 PLT. HT 4" BANDING (TYP.) 1'-4" W. x 54" H. DECORATIVE FIXED SHUTTER co SECOND F.F. LINE T.oM. _ 6 BANDING — 4" BANDING =rr TEXTURED - - FIN15H MAIN F.F. LINE _ SECTION AA SCALE: 1/8" - li- ' 12 6 6 12 12 -SHINGLE ROOF J� 12 Q6 G.G. VER12 IFY L5HINGLE Q6 ALUMINUM OVER ROOF 2x6 5U5-FA5CIA (TYPICAL) STUCCO .. - STUCCO FINISH? FINISH -�- i * SHINGLE 1010000100, ROOF 4" BANDING 12 (TYP.) 12 SHINGLE Q6 14" BANDING 6� ROOF 611 BANDING [7 rl [7117 17 17 17 F__ [I E El [71 [71 [71 [71 [7 E E [7][71171 F7 171 �l I I I I F7Z 4" BANDING - GRADE LINE (ASSUMED) FRONT ELEVATION SCALE: 1/4" = I'-011 `'01111111111 Ax N 0c.^)�e \ l-., oe �� w. • :. Cc , c): IZ R 10 'ill � � ```` \ PLT. HT. I'-4" W. x 54" H. DECORATIVE FIXED SHUTTER , co �' 7— SECOND F.F. LINE T.O.M. COACH LIGHT --TExruRED :v. FIN15H I I _ MAIN F.F. LINE COPYRIGHT 2014, TAYLOR MORR15ON 12 SHINGLE 6�12 ROOF 6 12 --SHINGLE MI6 6 12 ROOF PLT. HT_ _ _ _ _ PLT. HT. STUCCO FIN15H L/STUCCO 12 11 * *- FINIS /S 6� HINGLE 8 SECOND FF. LINE_ _ ROOF SECOND FF. LINE T.O.M. T.O.M. -0 /TEXTURED TEXTURED FINISH FINISH 7 L `A �l MAIN F.F. LINE _ _ _ MAIN FF. LINE_ GRADE LINE (ASSUMED) ,RIGHT ELEVATION. _PLT. HT. a4 _ SECOND F.F. LINE x 2 C LO 0 rS 0 _j N 0, do N go C4 M L >>.JM L law°��'• 0 0 ` n .� oroG? EI u.=_ m �0. com iU) roh 0— 0 ++ zr2't •JOB NUMBER B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED M' DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L?Ek4VER. - a EST. 1994 �z­ eii VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 'a PAUL D. KiDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PREENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY W 0 C) m z C) can C II O T� T--1 0 M �. WIG IIL•I�111.�1. MAIN FF, LINE 2138 INCLUDED ELEVATION GARAGE RIGH1 • TITLE • FRONT ELEVATION DETAILS • SHEET • un 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 ....OF MATERIAL PER :VATIONS WITH APPROVED )ERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -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 I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�Sr 3.1�P WEATHER RESISTIVE BARRIER &2FOR E IL B 0 NS) 0P9 CORNER PATCH Qr'1 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 FOLD UP WEATHER RESISTIVE WEATHER BARRIER & TEMPORARILY SECURE RESISTIVE BARRIER 1-1 N r r r r / - r 2 r DO NOT FLASH OVER BOTTOM NAILING FLANGE �- EXTERIOR SHEATHING SILL PLATE FLASHING. NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. T- PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Li 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS ` L x w r 0 00 j 'o 00 0 J0N; 2N�M 0 6 >_ a J N �G1L L. L• 00 0 `o0 �x roC, J m 6000 (�h ZNLov • JOB NUMBER 27002. 000 CAD FILE NAME FL ISSUED 01-05-18 REMISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST 01 DSMAk FLORIDA 34677 813. 925.1300 TEL $13.925.1800 FAX W W W DAVISBEWS.COM TAMPA * DEIVVFR � EST. 1994 r�rririwounww�wr� [I. TI TLE�� • FLASHING DETAILS SHEET FL1 SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WOOD FRAME —� CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF-- -- JOISTS UNDER DECKING (SEE DETAIL WP07) _ WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4'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 y`Vij1,11 AtG'Mlq)I NjYO W �'��1 Nth) Ai��'. , „ t SELF -ADHERED FLASHING ryY tf4 f A .( 6,NW 4 I SUBFLOOR rY�s p ;aj,r<U AhwM ' RIM JOIST WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F— WIRE LATH WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING —\ 3/4"-1"BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALTADHESIVE THROUGH SELF -ADHERED BE APPLIED UNDER THRESHOLD OF FLASHING JAMB &HEAD DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING REFER TO TECHNICAL / LIQUID NAIL BRAND OR EQUAL 0 FLANGED WINDOW (SEE LETTER ON CHEMICAL / WEATHER PROOF CAULKING DETAIL WP01)°>`'`" SCORED COMPATIBILITY :X RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE 1 EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM ADHESIVE AS SHOWN DO NOT FLASH OVER BOTTOM NAILING FLANGE BOTTOM OF THRESHOLD ) / SECTION -A (SEE / DETAIL WP02) \ SELF -ADHERED \ / FLASHING NAILING FLANGE SELF -ADHERED FLASHING CO SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHAWALL SHEATHING LT SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6 FLASHING PER TEXTUREb, PAIP'T' " OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FI SPECIFICATIONS ROOF CRICKET: j� MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BY PLAN SPECIFIED ALL LEVEL LOCATIONS) VERTICAL AT ENTRY WALL SHINGLE OVERBEAUTY STRIP 6 DIVERTER ru, FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH :...s.:` a ` HOLD EXTERIOR r+rr%r° '"' :� e:` v FINISH 2" ABOVE � r ' ROOF e, ` nb % ` FLASHING CAULKING a FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER ra° owl FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT "F -T'--DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ Ti \ CONT. GALV. "L' FLASHING PER / MANUFACTURE: SPECIFICATION: L OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT r RpOF �EK METAL DRIP EDGE TO �y BE UNDER UNDERLAYMENT AT �cc9 T9�j OG,AOS 0, ROOF EAVES � �sy oFvsGy Q RO� �j�, �,Q Z 50D O O�R��MeNt \ �Np4PP TYPICAL ROOF TO RF o0 0o SE \3N \ a' WALL FLASHING DETAIL q�rr�10.c y1N GOU�gIN CpUC�Ss 3R� GD�RgE \ �E SNP .100 \� RAKE METAL DRIP EDGE 2x 2g 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 r EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER / 7/16" O.S.B. SHEATHING / METAL ' FLASHING / 3 1/2" - UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL — 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH kDHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. NTB • x ro r 0 iw J0�O 0 Jco,� I 0 N M am N r- �. ? > M 'J OoULm• 0 0 o- Co U.rom .cam*=m `'o 0^ y� z 12 0 JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REMISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CbM TAMPA • IDENVER EST. 1994 �� • TITLE • FLASHING DETAILS ■ ■ ■ ■ ------------------ I ROWH.IN W.P. I LANAI FOR OPT. GF.I. ( FAN/LIGHT L _ _ .._ J Iu W.P. A/C ■ ■ ■ ■ ■ ■ ■ ■ DISCONN. SD i I SD CM WALL MOUNTAT 64" ROUGH -IN' \ FOR OPT. LIVING ROOM ■ / FANLIGHT </ OWNER'S SUITE UP TO / FAN/ LIGHT ■ F.I. . HORIz. OWNERS BAT M MAKE-UP ■ ■ LIGHTS I M PENDANT (VERIFY LOCATION) � ■ W.P. I CH (VERIFY) UP To DINING ROOMIGHT ■ ■ �— �— --- — G.F.I. I I— 220 V.V. ;(Q; GF.I. ;Q G.C. VERIFY: LOCATION L--J __ _—----- OF DISPOSAL GF.I. /- — OUTLET IS UNDER SINK — G.F.I./ I��`.IO I ■ CABINET LAUN. GF.I. MICROWAVE RIIZ-UP GF.L ��ON-Q" OUTLET +14" LIGHTS I PANEL KITCHEN 220 V. / // ■ / PENDANT / HALF BATH D / (VERIFY LOCATION)� ■ PORCH � , - - GF.I. -` / O ■ AT 46" I (/ GELI a a / AT 48 I Q .LIGHT AND SWITCH W'. PUSHBUTTON FOR IN ATTIC — — / I GF.I. GD. OPENER ��� ` `� � ■ / 2 CAR GARAGE I � W.P. GF.I. FOR I %G. SERVICE GF.1. FIXTURE 150 AMP, ELEC. ELEC. CLG. GF.I. OUTLET PANEL METER I FOR GD. OPENER ■ ■ --------------------� I I I I ■ I I GF.I. ■ AT 48" AT 48" I I IRRIG. G.C. VERIFY ALL \ SMOKE DETECTORS I / TO BE HARD -WIRED i IA --_ _ COACH COACH LIGHT LIGHT 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wa. WEATHERPROOF DUPLEX OUTLET 05.E 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FO SPECIAL PURPOSE OUTLET : DUPLEX OUTLET IN FLOOR K�r= 220 VOLT OUTLET I WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH. -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;i RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE fa EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) (cry CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� c SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) TELEVISION (OPTIMAL) Qr THERMOSTAT �p ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U/> ROUGH -IN FOR OFT. CEILING FAN v � <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND E4 LT CIRCUIT -INTERRUPTERS W.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.11 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.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.P.A.10, N.E.C. 2014, FB3C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALAF416 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. MAIN DISCONNECT METER COMBO - SQUARE p REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP. M4 AND 012 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER #8 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT x w Lo 0 ' Na Cl Y/ ON:� i. JM L. °j)j• IL. 0 0 ro= ~ o o�C 3�E roe, N 0-20 o �,1QA NUMOO B-1810527 CAD FILE NAME LT 313 TB ISSUED 01-30-18 REVISED I DAVIS BEWS DESIGN GROUP i 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVER. EST. 1994 0 w CD O � °O z z O cn O � H O M J ­111 Lop— • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ MAKE. IG E. } DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL 6WITC44 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXH96T FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIME6 (OPTIONAL) [p PUSH5UTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) {� TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT [0 ELECTRIC METER Am ELECTRIC PANEL J� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU15 ROUGH -IN FOR OPT. CEILING FAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT. INTERRUPTERS (GF.1) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50YE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEY16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WIN A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORSM, 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM6, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOM6 AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0661L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALAF415 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR16 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE RIGHT x ro rn U too to 0 J N, n �Ado Y/ 0000) 04 N .= 5.1M Lm OyIL 0 ��-0 _ 0 _0� 0 mI ��' N 0 m dJ' 0 ,- G Zr2� �JDa ,NUMBER B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED DAVISEWS D11VIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSNIAR, FLORIDA 34677 813.925.1800 TE',L $13.925.1800 FAX W W W.DAVISBEWS.C.,OM TAMPA • DBNVER. EST.1994 �- 2138 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET •4B I FLOOR TRUSSES FlowN ROOF TRUSSES_ FRAMING FA57ENER CAFAGIT'' LEGEND O 51MP50N MT51116, 20 - (1) IOd w/ (4)1/4" x 21/4" TITIAN (TYP. 11 51MP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A.B.+ (lb)10d FRAME TO MA50NRY) EMBED A.B. INTO MA50NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN 51MP50N METAIS-40 - (8)10d x I-1/2" (TYP. FRAME TO MASONRY) 51MP50N 5ET-XP EPDXY, (TYP 5.Y,P. FRAME TO MA5ONRY) 12 51MP50N HIOA - (18)10d X 11/2" (TYP. 5YP FRAME) O 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. FRAME TO MA50NRY) 1g 6IMP50N MT612 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME q) 51MP50N LTT205 - (10)-I0d + 1/2'' x 10" AB (TYP. FRAME TO ALL-AROUND) MA5/FRM ALL-AROUND) 14 51MP50N L5TAI8 - (14)10d (TYP. FRAME TO FRAME) 6IMP50N HETA20 - (9)-I0d x 11/2" (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) 15 51MP50N HT520 - (24) IOd 1112" or (20) IOd (TYP. 5YP FRAME TO ® 51MP50N HTT4 - (1) 5/6" dia. A.B. + 18-16d BOLT IN 51MP50N FRAME ALL-AROUND) 5ET-XP EPDXY, EMBED A.B. 5" )MIN.) INTO CONCRETE ITYP, i6 51MP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) 5YP FRAME TO CONCRETE) 51MP50N HTT4 - (1) 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO I� (2) 51MP50N MT518 - (14)10d 1112" AT EA. 5TRAP (TYP. 5YP FRAME TO MA50NRY K.O. BLOCK 1" (MIN) INTO MA50NRY K.O. BLOCK WITH FRAME) 51MP50N 5ET-XP EPDXY. (TYP. 5YP FRAME TO MA50NRY) 18 (2) 51MP50N HT520 - (24)10d 11/2" AT EA, STRAP (TYP. 5YP FRAME ® 51MP50N HTT4 - (1) 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO TO FRAME) MA50NRY K.O. BLOCK 12" (MIN) INTO MA50NRY K.O. BLOCK WITH Ig 51MP50N 5T6224 - (25)16d (TYP. FRAME TO FRAME ALL-AROUND) 51MP50N 5ET-XP EPDXY. (TYP. 5YP FRAME TO MA5ONRY) 0 51MP50N MGT - (1)5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) 20 (3) 51MP50N HT520 - (24)10d 11/2" AT EA. 5TRAP (TYP, 5.Y.P. FRAME INTO MA50NRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP TO FRAME) 2-PLY TRU55 HEEL TO MA5ONRY) 21 (4) 51MP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP. 5YP FRAME 51MP80N LGT3-505 2.5 (12)1/4" x 3" 5D5 AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT A5 DE5CRI5ED IN CONNECTION 1(TYP, 22 SEE GABLE END DETAIL ENGINEER DETAIL PAGES FOR 3-PLY TRU55 HEEL MA50NRY) ® 51MP50N M5TAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1-10d 23 5EE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGE5 TO FRAME 6IMP5ON HTT5KT (1)5/8" DIA, AB.+ 26-5D IO" x 2 I/2" BOLT IN 24 51MP50N HT5MI6 - (8)10d x 11/2" w/ (4)1/4" x 2 1/4" TITEN 2 (TYP. 5YP 51MP50N 5ET-XP EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. FRAME TO MA5ONRY ALL-AROUND) 5YP FRAME TO CONCRETE) 25 51MP50N M5TCM40 W/ (14)-16d 51NKER5 AND (10)1/4" x 2 1/4" TITEN 2 10 6IMP50N HGT-2 (2 ply member)-(2) 3/4" DIA. A.B. + 16-10d EMBED 5CREW5 A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) 5ET BOLTS IN 6IMP50N O5IMP50N M5TCM60 W1 (20)-16d 5INKER5 AND (14)1/4" x 21/4" TITEN 2 2 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MA5ONRY) 5CREW5 NOifS: I. TRU55E5 A REFER TO T ALTERNATE GREATERT 2. CAPACITIE AND ARE PI FRAMING PLAN 15 PURP05E5 ONLY. TRU55 COMPONENTIG PROFE56IONAL EN ADDITIONAL DEL ON SHEET N-I ANIJI x N LO U too 0 J N' rn L ?�jM L L LL 0 0 It ID ° �Joo �I E O � C 1 _ 0.- Q�,�fO Z 00 •JOB NUMBER B-1810527 • CAD FILE NAME L T 313 TB ISSUED 01-30-18 uiv�_Gaa Ivv i I: ALL ONE STORY EACHTRU55) / 2: ALL TWO 5TORY O.C. MAX) / (T 5TRAPPING REQ 3. ALL FRAME TO T • OR 6IMP50N HTS, (U.N.O,) 4. AT SECOND FLO 51MP50N MSTCM M5TCM60 CAN B CAPACITY \ .••• •..� • .. 0 i :.a d >• .�. (y \ 5PECIFICATION FOfR LE1:)C3ER5 (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 51STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/6" DIA, x 8" A.B.AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 5D825600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON 1-4U/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 1211 O.G. STAGGERED W/ 61MFSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARINGS AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/6" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. LINO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 61STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) 6IMP60N 5D525600 SCREWS AT EA. STUD (16" D.G. MAX.) W/ SIMPSON HU/HUC25 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D HU/HUC28-2 OR HU/HUC28-3 MAY B,E USED FOR 2 PLY OR 3 PLY HANGEREP TRUSS ATTACHMENT RESPECTIVELY U.N.O. 101916 INCLUDED ELEVATION W/ LANAI TRUSS STRAPPING PLANS GARAGE RIGHT YON DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORMA 31*77 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVIS8EWS.COM TAA4PA • E7ENVER EST.1994 r, ,11 III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST,, SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 w Y O CD � z °O CD con CD oc H O C) M J -0< 2138 , rrulwlmirrw • TITLE • TRUSS STRAPPING PLAN • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 1/5" STUCCO OVER 7/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULE5 (FLOOR, ROOF, WALL)' A5 PER DETAIL 0/62. PRE-ENGINEERED WOOD PRODUCT5: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS 6 TH15 TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGE& AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR; A& PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING M05T RECENT 5G51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T RECENT 5C61 RECOMMENDATIONS UNLE56 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY, TRU55 ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEERS REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RE515TANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TCRETE. USE OF CA5TCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 16 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL 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 ALED PLANS. NOTE:E ENGIN ER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY OR A5 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED S 16" O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" 15 NOT BEING USED, OR U.N.0, •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 40" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL &HALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONG51DE THE FLOOR TRUSS/JOI&T/BEAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "5ISTERED" LOCATION (6) 0,131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "515TERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF 6IMP50N 5D525600 SCREWS AT S" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE "SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH '1/16" 065 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. TH15 ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2'' TOE NAILS OR •• NDERSTANDING THAT THESE ATTACHMENT& AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE M,4RKETPLAGE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 16 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W_/�HA�ITA5LE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO B /E 2 ' DRYWALL, • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE 116" STUCCO OVER 15/32" 055, ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904,5.1 NAILS: •• NAILS SHALL BECORiROSION -RESISTANT NAL15 CONFORMING TO 45TM F166-f OR AN EQUAL CORROSION RESISTANCE BY COATING, ELEGTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30# FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 611X6"X3/8" STEEL ANGLE W1 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS Q 24'' O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE= MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHER&. • AT FRAME, USE 5"X5"X3/0" STEEL ANGLE W/ 3/a''DIA, X 4" LAG SCREWS 612" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM, ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES &HALL BE INSTALLED IN ACCORDANCE WITH THE TMS, 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/&TONE DESIGN 15 BY OTHERS, • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE 5RICK/5TONE BEARING ON TRU55 SYSTEM BELOW, TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/6OO IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT, • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/&TONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S 51PECIFICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DARE NOA, GENERAL STRUCTURAL NOTES: 1. CODES 4REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. Al" IERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 315). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 50. 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TM5 403). 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE--I). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8, AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -1 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING, LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATEIRIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS 45 PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi e 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER ME5H PER ASTM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 NOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/A5CE (o/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO- THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA. EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 PSI. 5.2.3, DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5,2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C4-16. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF S"4" 5.3. PRODUCTS: 5.3.1, MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1 CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE:. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2, ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/61, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/81)' AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED 6 BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 6 it " O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.T.P. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 5'-0 -s MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS ia 4'-0 O.G. MIN. 63.1. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C,). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6,G.1. ROOF SHEATHING: SHINGLE OR METAL, -1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: -1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4'' MIN. TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.1 ALL NAILING 4 BOLTING SHALL COMPLY WITH Al"IERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C61 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING -1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '07,52, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.S. 9D 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD525600 a 24'' O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE s 24" O.G. AS PER DETAIL 'F7,52. 5LOCKING DEFINED (THE FOLLOWING SHALL APP Y .N.0.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS, A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (5) 0.131X5-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS, THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS, THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB CGOMPONENT5, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A 5ECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACK5) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS, THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.D. • IN GENERAL BLOCKING INSTALLED AS, PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. FICATION FOR SICK ATTACHE TENT SPECIFICATION FOR ANCHOR 5OLT5 (THE FOLLOUIING $HALL APPLY UND.) FOLLOWINGP Y O ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x FALL SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/0" DIA. A.B. INTO THE SIDE OF FILLED MA50NRY ATTACH TO MASONRY w/ 1/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF" ORS 12" O.G. w/ MAX. 6" FROM END OF BUCK 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL LI> IITATIONB (THE FOLLO- 63HAL-LAPPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 7. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. HED DESIGN FOR ITS STRUCTURAL • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 LIANCE WITH SECTION R301 OF THE FLORIDA ING CODE, RESIDENTIAL 6TH ED., ANp IS 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 TIDCSAFTING CON INUIRTIY OFAAYOUDI E C.)OANYNOTATION TO USE SAME. e�♦NTINUITY IN DE51GN 15 THE RESPONSIBILITYE DESIGNER. ., • <v .0 0 5PECIFICATION FOR LANDINGS STAIR CON5TRUCTION (D.•'5 Z (THE FOLLOWING SHALL APPLY U.N.O.) 'd, %•.•• • ALL 5TRINGER5 TO BE 2-2X12 #2 5YP. 0o bpi • ALL 5TRINGER5 TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. ���ell • STRINGERS RUNNING PARALLEL TO 4 5UPPORTED BY A WALL SHALL BE ATTACHED: X ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). ATV' COG •• � WOOD dN 0.1311TX 31"DNIA MAX)RED D � AILS AT EA. STUD MIN. (16'N5 •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• a CONC. W/ k DIA. X 3" TAPCON5 6 12" O.C. •• e WOOD ATTACH W/ 0.131 X 3? NAILS AT 8" O.C. TO TRU55/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X321" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• JO15T8 TO BE 2X8 *2 5YP, MIN. 6 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2XI2 #2 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. •• IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.5, END NAILS AT EACH LANDING J015T, 4 (2) 0.131 X 3"" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32'" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCONS -1 8" O.C. STAGGERED f 1-1,450NRY/CONCRETE ATTACHMENT: •• ATTACH J015T5 TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. 5U56TITUTION6 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION R312, CONFL ICT5 (THE FOLLOWING SHALL FLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT A5 INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT, PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF @ 10 SOFT + 28.6 /- 117.1 PSF DI5CLAIMEIR @ 20 SOFT +26.5/- 109.1 PSF (THE FOLLOWNG 5HALL AFFLT U.N.O.) @ 50 SOFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS, IN THE @ 100 SOFT + 20.2 /- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL @ 10 SOFT + 49.7 /- 66.7 PSF ANY GHANGE5 TO THESE PLANS, REGARDLE55 OF @ 20 SOFT + 46.3 /- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SOFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLC,, OR ANY @ 100 SOFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SOFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH +44.3/ 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6 /- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9 /- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0 /- 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 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, REGARDLESS 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. HARMLF-55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Lu O p W r.ZOZj uXA(Dw QwuJp �zz� OC E�oaa 3pxEc=.v5 LLI a �FLLxsz}� Z_ p h w-O�_ �iOq Lu fii=uw0. _ W = N �pZZ (A _j O0- 2z -zow J W � � zlnug.00cl7 aq �mMoz p� Z Q O LL W L4.1 W =O�QF ILLWuj zd-O Zw>z p �! W ILL i Lu c9 z LLI V=v(D Z-w�+ O Z >tJ wU wr Q 2' J w w �^ W U, Lu Lu w W _ cn � O JM J r (; u. m Z m V1 N CL CO _i qp 1,0 WV) Z w 0 00 o V Z LL 0 Q Y w z e„yp pry r0 u 00 LL X Q a W g v� c o- 00 li3 3,�, Ord, • ,,. . 2!.� C7 CO ♦♦ N----II DATE 11J3-OS-IS SCALE NOTED DRAWN MK/PDK JOB _ eet content: Structural Notes Sheet number: N1 142--207.5 1/2'' DIA. x 8" TITEN HD @ 48" O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EX('EPTIO S) 12 (T YP.) 5EE ELEv. 1 WSW SIMPSON 5P2 -s EA.STUD 1/16" APA RATED 5HEATHINC SEE SCHEDULE FOR FASTENING 2X4 PT STUDS e 16" O.C. OR- (1)2X4 PT STUD f 24" O.C. UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER NIP CARRIER/GIRDER TRU55 SIMPSON 5P1 6 EA. STUD 2x4 PT. BTM. PLATE W/ 1/2" 1)IA.x6" A.B. 6 24" O.C. SIMPSON META20 Q EA.STUD J8"X0"X16" K.O. BLOCK W/I S 4 FILLED W/2500 1=51 GROUT PRE- ENGINEERED WOOD TRUSSES 6 24" O/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) DOUBLE 112X11 5.P.F. TOP PLATE CRICKET AS REQUIRED -MAIN SPAN ROOF TRU55 UPLIFT CONNECTOR (SEE SCHEDULE) M015TURE BARRIER (005 VERT. IN CONC.FILLED CELL W/ STD. 130° HOOK IN K.O. BLOCK d\ a ° t4�_9N4=2-1/2" 8' I "43 i LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE &0 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE Il hll Q /•I i0 i�A�i poll �ICIi IDIi 03 1 1H/8 4L11/2 i� 15 2 1//4" 4V1/2 9 11/4 16 04 21/2 (0 91/2 20 3" 6 121/2 21 WO 3 1/8 '1B 11 3/4 25 3 3/4" 1B 15 1/2 26 06 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 "1 4 3/8 10B 16 1/2 35 5 1/4" 10.5 21 3/4 53 08 - 811 12 24 3/4 l4 9" 13.5 28 95 HATC;HING LEGEND NOTE: H ul; --- AT 2x6 WALLS USE SPH6 V CONNECTORS IN LIEU OF INTERIOR LOAD 5PN4 CONNECTORS SHOWN. F Kneewall Above MasonryWall Detail NOT FOR USE IN THE NVNz (DADE, i3ROUJARD) (4) IOd NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 SCALE: NTS INTO DBL UPLIFT) CONNECTORS IN LIEU OF TOP PLATE 6PH4 CONNECTORS SHOWN. TRU55 BRG. FOR WALLS LARGER THAN I , 2x8, USE SIMPSON 5P1'S ON Rebar La Embedment &Hook Schedule SEE PLAN J BOLT W/ NUT 4 WASHER (REFER TO EACH SIDE OF STUD TO " " S-� SCALE: NTS. NOTE: BOTTOM PLATE 4 SIMP50N DOOR MANUFACTURERS INSTALLATION REGARDLESS 5P2'5 ON EACH SIDE OF VERT. WALL INSTRUCTIONS FOR SPACING SIZE) NOTE: 5TUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT 2x6 WALLS USE 5PH6 SHOWN ON CELLS SOLID 2x6 P.T. JAMB WALL TO TOP PLATE w/ U.N.O." UPLIFT CONNECTOR CONNECTORS IN LIEU OF (SEE PLAN FOR PLANS, WALLS 5IMP50N 5PH4 w/ Q (SEE TRU55 SHEET 5PN4 CONNECTORS SHOWN. SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-I06 NAILS SEE TRU55 SHEET FOR NOTE: AT 2x8 WALLS USE 5PH8 5TUD6 e 1611 O/G ROOF TRUSSES ADDITIONAL STRAPPING A FOR SCHEDULE) � COLUMNS "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF EITHER SPECIFICATIONS, JAMB SHALL BE 2x6 5PN4 CONNECTORS SHOWN. DIRECTLY OR GARAGE TO 5TUD BEARING WALL (SEE MIN, 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) 51MP6ON 5PN4 W/02) 10d FOR WALLS LARGER THAN INDIRECTLY PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 51MP60N 6Pl'5 ON ,S GARAGE TO ARE TO BE HOUSE WALLS, STUDS s 16" O/C A.B. AT 24" O.C. STARTING 9" MAX. 1' EACH 51DE OF 5TUD TO HOUSE WALLS, INSULATE PER I/2 GYP. BOARD 1/2" GYP. BOARD BUILT AS 2411 TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS BOTTOM PLATE 4 SIMPSON CALLS/SPEC5 1/2 DIA, x 8 TITEN HD INSULATE PER BEARING WALL O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK # 5P2'5 ON EACH SIDE OF CALLS/SPECS W/UPLIFT 1500 LB5. ON EACH TRUSS SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 1 STUDS 6 16 O.C. STUD TO TOP PLATES. (1) 51MP50N 5PN4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" I/2" DIA. U.N.O." w/ 12-IOd NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 W45HER5 Q 2'-0" INSULATION OR PER ENERGY STUD (STRAP OR EXCEPTIONS) � Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./SPEC5. NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE 11 W/ROOF UPLIFT) PT BOTTOM PLATE S 1 SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE K/ dOL q pBL GYP TOP PLATE (1) SIMPSON 5PN4 W/(12) IOd eT-FOOTING 4"GONG. SLAB. SEE COMMON NAILS EA. 5TUD 1- i FOOTING SEE FOR WOOD FRAME WALL TO _..__.___ FOUND. PLAN FOR 1 SEE I — �— FOUNDATION PLAN FOR �- I— FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. I- — I ►=1 I 1-� 11 EL V 0 -m TOP of SLAB SIZES 4 MORE INFO. FOR SIZES 4 MORE OCCUR A LINTEL USE I/2 x 6 5P4 Q TOP - INFO. THREADED ROD SET IN C Load Brn Interior Stud Part. Detail 51MP50N SET EPDXY Q - --- -- - - Load Brn Interior Stud Part. Detail `. SCALE: NTS s..`, a 5EE FOUND. PLAN 1 SCALE: NTS 2 X S.Y.P. STUDS 16 O.G. - U.N.O. ;. Without Uplift S-' With Uplift Lu FOOTING SEE p w FOUNDATION PLAN FOR ' LOAD BEARING OR `� 51ZE5 4 MORE INFO. CLEAN 4 COMPACTED 501L. SHINGLE / TILE ROOF - SEE ELEVATION PRE ENGINEERED Wp EXTERIOR WALL 2 X STUD 195io MODIFIED PROCTOR PER ASTM p155 f) PAGES FOR MORE INFO. FASTENING TO BE AS 12 PER MANUFACTURERS SPECIFICATION5. SEE TRUSS 24 O.G. 8" C. M. U. Garage Wall Section Brn Wall (TYP) Im" x 1/2" DIA. "J" U CONTRACTOR TO PROVIDE MANUF. ELEV. R-30 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS 1" X P.t.STUD S-, W/ Uplift SCALE: NTS DOCUMENTATION TO INSPECTOR 6 TIME OF _ INSPECTION. IF SHINGLE IS USED, 2'-0" O.G. (MAX) VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL S05.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG, OR GARAGE 1/2" DIA x 6" FLOOR BRNG WALL TITEN ND TRUSS (4) lOd NAILS INTO ELEVATION VARIES r' DBL TOP PLATE BRG. TOP OF MASONRY TITEN HD 48" O.G. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2'' GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24 O.G. IF EXTERIOR FIN15H 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR WITH UPLIFT. (SEE ELEVATIONS) I/2'' GYP. BOARD PAGE FOR GARAGE S )FFIT/FA5GIAl DETAIL SECURE PLATE W/ 1O" 1/2 APPLICATION DIA. "J" BOLT5 4 VARIES SEE ROOF PLAN o ' o ° ° GRADE WASHERS 6 4'-0" O.C. _ (MAX.) CENTERED ON 2X S.Y.P. 01 STUDS 16"O.C. lx2 PT NAILER 811x81' K.O. CMU BOND BM. w/ 1 - #S BAR (1) SIMPSON 6PH4 WALL, (REFER TO FND 4 —I I— I - INSULATION OR PER ENERGY CONT. (MIN LAP = 25") GROUT CELLS TYP. � . � o FLR PLN FOR WALL 1/2" DRYWALL SOLID -VERIFY W/ FLOOR PLAN. ° . ° ' ' N ° _ — THICKNESS) .a p° ."° 8"x8" PRECAST CONCRETE LINTEL Q ° " , ' ° �' °° ° ° I = I —� CALLS./SPEC5. VERT. WALL REINF. EMBED ACI 5TD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE 411CONG. SLAB. -CONT. 2X PT SOLE PLATE IN BOND BM. 15 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — _ — — — I SEE FOUND. PLAN SIZES 4 MORE INFO. — _ _— _ — I ( =i—I FOR MORE INFO, PRECAST CONC SILL — — _ EL V O -0 TOP OF SLAB =—I CURTAIN NAILER PT - lx4 � WINDOWS 4 S.G.D. � '"-'- III— I I— ,, •.; '. '. ' S BAR VERT. WALL REINF. CONT. NOTE: 1 1 —I I 1=1 I I —I I ►- I Q - - - - - - - p M ACI ST . TO ON EAM. EMBED DWALLS... y B D BHO . AT 2x8 N OF 5 H4 S WN AT 2x6 WALLS USE SPH6 CONNECTORS I P WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE " --- BEE FOUND. PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'S ON w FOUNDATION PLANLu r EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE CLEAN 4 COMPACTED SOIL. 8"xl6" G.M.U. PER ASTM C-9O (TYP.) INFO, (95`% MODIFIED PROCTOR PER A5TM D1551) Ix2 PT FIR STRIP ,@ 24 O.C. FM=1I900 P.S.L (MIN.) W/ TYPE M OR 5 MORTAR PER ASTM C-210 Gara a Wall Section Brn Wall Ix4 PT BASE NAILER K 1/211 DIA x G 11 AB AT INT. SHEAR WALL$-1 SCALE: NTS INSUL. PER CALC5, 4 SPECS OR TITEN HD 6 ONLY S PSON H3 W/O Uplift 411CONC. SLAB. SEE 24" O.C. IN w/ 8-Sd NAILS FASTEN FOUND. PLAN TO TOP 4 BOTTOM ELV 0'-0" TOP OF SLAB REINFORCED CELL BLOCKING S 48'US RO.C. 1/2IZ." GYP. BOARD 2411 GDS FOOTING SEE - - SECURE PLATE W/ FOUNDATION PLAN FOR ° 2x4 PLATE HILTI CF62 POWDER INSULATION OR 51ZE5 4 MORE INFO, 5/8'" CEMENTITIDUS FINISH PER � ACTUATED PINS 6 PER ENERGY Typical Ext. Masonryall Section FBCR �103.1.2 - 48 O.C. OR EQUAL CALC5./SPEC5. CONT. 2X PT SOLE SCALE: NTS 4"GONG. SLAB, SEE PLATE FOUND. PLAN FOR CMU WALL-5EE MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PRE -FORMED CONTROL JOINT ELEV 0'-O" TOP OF SLAB PLAN 4 a SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: Q SEE N-1 FOR 1_ 5/51' DIAMETER x 6" EMBEDMENT 5IMP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 241 O.C. w ^ I `' "'' ADDITIONAL/ALTERNATE ' T .:.. 5EE FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: FOOTING 5EE CONTROL JOINT DOES NOT EXTEND I. 5/811 DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 481' FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE THROUGH TIE T DOE O BLOCK O.G. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) LOADS EXPOSED FACE COURSES M Gara a Wall Section Non-Brn . Joint Detail H Wood Frame To Mason Attachment Detail S-' SCALE: NTS E Example CMU Wall Controls-, SCALE.NTS S-, SCALE: N.T.S. Brng Wall Only 10" MIN. K.O. CMU BOND BEAM EMBED ACI 5TD. HOOK IN ° BOND BM. 4'TT #5 BAR VERTICAL WALL REINF. 4; GROUT CELLS SOLID SEE PLAN FOR LOCATIONS #5 DOWEL5 SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT 4. A EMBED ACI 0'-0" FINISHED ° ° FLOOR 5TD. HOOK IN y ' 4 d. FOOTING Y. ° FOOTING SEE FOUNDATION 4 el, n PLAN FOR SIZES 4 MORE INFO 4• .4 �Masonry Wall Reinforced Cell Detail 2 �„ ► a EMBED ACI 5TD, HOOK IN BOND BM. 8x8 K.O. CUM BOND BEAM w/ 1- 05 BAR CONT. PRE-ENGINEERED CONG. LINTEL w/ 1- 05 BAR CONT, 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, EMBED ACI CLEAN OUT 5TD, HOOK IN FOOTING L 01-0�11�'FINISHED A ' , d FL©OI\• y 4 4• . FOOTING SEE FOUNDATION PLAN <y 4 FOR SIZES 4 MORE INFO. 4. ,a, J IN Mason Column Lanai/Entry Detail S 1 SCALE: NTS *S BAR TRANSITION d STEEL AGI 5TD. w KO CMU BONA HOOK (TYP) QO >O u- CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR GIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF G USE 51MP5ON 5E HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDt' 5" 6IMP50N SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB BEAM VERT. WALL REINF. S-I % SCALE: NTS NOTE: • M1551NG DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 #5 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 TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M155ING MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE SIMPSON HT5Ml6, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-I SCALE: NTS TOP TIE BEAM - #5 VERT, CORNER CELL FILLED W/ CONCRETE L#5 LAP CONT. 05 25" LAP Corner ContinuityDetail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE 111.-AN5 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 CHA146E5 TO THESE PLANS, REGARDLESS 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 NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK uj 0 0 0 aLIJ Nz Zp wOuicW9w cSw,�O x�Z J � LJJ a 0Fo ooP6N T W _ oWeo01z CCuu"OQz _ M N m_ � W<c ��W oC 'z O. G E G a 3 Cn 00 I.I.I 'PI. Z A FQOo Z`v�11�,, OWQ N 0 =Z W tom= - o=zwCz —i oLu ua W�awQ�dh= u- Q_o 0 zwz2o .J pC 1L uxi23::8 -N W (j (✓'' Z W FLn waaZ "'WZarx- Q I^J Wuj Q wuj Cc 5 cc =aim a,WI-W N $ o a a QM en (� n Z M cn N n: M J 00 Lu d. �S 1<1 GG 00 z N �_ .+. � V Z LL r- Q Y W z m 0 W [ 0 a li Luu g vi a o a O0 z U) rrn�r 0 0 Lu DATE P�3-Pi8-18 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content Structural Details Sheet number: 51 SHINGLE / TILE ROOF - SEE ELEVATION 12 SEE PAGES FOR MORE (TYP) ELEV. INFO. FASTENING TO BE A5 PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 'a TIME OF INSPECTION. IF SHINGLE IS USED, UNDERLAYMENT TO COMPLY WITH FBGR 905.1.1 PRE ENGINEERED WE) TRU55 e 24" O.C. INSULATION PER ENERGY GALC5. HURRICANE ANCHOR 6 EACH TRU55 SEE TRUSS SHEET FOR MORE INFO, ELEVATION VARIES ilk TOP PLATE 1/2 GYP. BOARD SEE —' J NOTE ON N-1 PAGE FOR GARAGE APPLICATION VARIES SEE ROOF PLAN DBL. TX" TOP PLATE W/ 6IMP5ON 5PH4 EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT NAILS EACH. SEE HEADER SCHEDULE 12-2X12 U.N.0) TABLE ON SHEET 5-3 FOR 5TUD SPACING FASTEN HEADER WINDOW SEE FLOOR PLAN FOR 51ZE5 PER HDR. DETAIL "J/52" GYP. BOARD RETURN TRIM VARIES- SEE ELEVATIONS "2X" 51LL 1/2" GYPSUM BOARD INSUL. PER ENERGY CALC5. 10" x 1/2" DIA "J" 7/16" APA RATED SHEATHING NAIL BOLT 0 24" O.G. PER SCHEDULE, MIN. 4" CONC SLAB 2X PT 50LE PLATE SEE FND. PLAN ELEV 0'-011 TOP OF SLAB FOOTING SEE — FOUNDATION PLAN FOR 51ZE5 4 MORE INFO, A Tpical Ext. Frame Wall Section � 8-2 1 SCALE: NTS 2x8 LEDGER W/ - lx8 LEDGER 4-0.131 x 3 1/2" 4-0.131 x 3 I/2" R.S. NAITUDS p � R.S. NAILS EACH STUDS PAYW EACH STUDS FLOOR TRUSSES HANGER TO WOOD BE 51MP60N LUS, LSU, �PRE-ENG. FLOOR TRUSSES OR L55U HANGER TO FRE-ENG. BE 51MPSON PRE-ENGINEERED MIN. WOOD ROOF LU5, L5U, OR WOOD ROOF TRUSSES TRUSSES L56U MIN. INTERIOR AREA PLYWOOD TO 2x8 LEDGER W/ EXTEND TO 4-0,131 x 3 1/2" R.5. HINTERIOR BOTTOM OF WALL NAILS a EACH AREA FLOOR TRUSS 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 R.S. NAILS 6 LAYOUT EACH 5TUD5 LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRUSS G Typical Ledger Detail S-2 SCALE: NTS 2X4 CRO55 BRACING 48" O.G. ON TOP OF RAT RUNS FOR 4 2X4 RAT RUN TRU55 SPANS BRACING a 48" O.G. ON TOP OF BOTT. CHORD FOR 4 TRU55 WOOD TRUSSES 5PAN5 ATTACHED W/ 2X4 BLOCKING a 3-0.131 x 3 1/2" 24" 0/C W/ 3-0.131 x R.S. 'a EA. TRU65 JOINT 3 1/2" R.S. TOENAILS 3 EA. 1/2'" HIG14 STRENGTH OR 5/8" GYP. MA50NRY WALL HETA 12 24"O.G. 2x FRAME WALL E Ext. Wall Con. Non -Load Brn . Location $-2 SCALE: NTS DORMER ROOF BY TRUSS MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-16D COM END TOENAILS 6 EACH 16da6"O.C.- POCKET --� SLIDING DOOR. FOOTING SEE FOUNDATION 5"r TRUSS MANUF. MT612 6 EACH TRU55 TYP. LOAD BEARING WALL GON5T. / 211x4" e 16" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) USE SIMPSON 51=2 a STUD TO TOP PLATE, 5PI STUD TO BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) - ROOF TRU55 BY ROOF TRU55 MANUF. TYP. BLOCKING AT 24" O.C. BELOW 51DE WALLS UEEN SUPPORTING TRUSSES ATTACH W/51MP50N 434 :QUAIL AT EACH END TYP. IN L8TA12 AT EACH STUD TO ING. BLOCKING WITH 4-16D )ENAIL5 6 EACH END � 2X12 WITH RADIUS CUT TO DE5IRED PROFILE. 35" EAVE DEPTH REQUIRED MIN, 5IMP50N MT510 6 EACH TRU55 2X BUCKS ATTACHED W/ — 1/4"x 3" TAPCON5 6 12" Q.C. WITH MAX. 6" FROM END OF MEMBER 'a MAS. OPENINGS. 2X MEMBERS ATTACHED W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING, IF 2X THEN ATTACH TO 2X BUCK. LL '— TYP. LOAD BRG WALL 2"x4" @ 16" O.C. (5GL 51MPSON MTS18 Q BOTT, PLT., DBL TOP IF 2X ATTACH TO CMU. EACH TRU55 PLT.) w/ 1/4"x 3" TAPCONS 'S V II LSIMP50N L5TA12 EACH V STUD OR EQUIv. ROOF TRUSS BY ROOF TRU55 MANUF. TYP. LOAD BEARING WALL CON5T. 2"x4" a 16" O.G. (SINGLE BOTT, PLT., DOUBLE TOP PLT.) isc. Dormer Knee Wall Attachment Details SEE TRU55 SHEET FOR STRAPPING PRE-ENGINEERED ROOF TRUSS. a 4 SCALE: NTS SCALE: NTS 2x TOP PLATE CONT, 7/16 MIN. A.P.A. RATED 5HTG. 2X 16" O.G. 2x BOTT. PLATE GONT. 1/4"X 3 1/211 MA50NRY SCREW 6 S1, Q.G. 0.131 3 1/2 CONCRETE x 411 O.G. LINTEL. SEE FLOOR PLAN POCKET —� FOR MORE INFO. SLIDING DOOR. SEE TRU55 SHEET FOR STRAPPING PRE-ENGINEERED ROOF TRU55. PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. NOTE: TYPICAL AT ALL LOAD BEARING 5YF, COMPONENTS, "I GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTHS GREATER THAN 2x4, 12 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE. PLAN FOR 4"GONG, SLAB. PLAN FOR U.N.O." 51ZE5 4 MORE INFO, SEE FOUND. PLAN 51ZE5 4 MORE INFO. 4"GONG. SLAB. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" GONG. 4" GONG. 5LAB a ° SLAB ° .. a a'ot p 1Tf a q 4 d a° CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail H , $-2 SCALE: NTS S-2 SCALE: NTS SEE FLR PLN FOR HDR, 61TE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 4 FOR ROUGH OPENINGS UNDER 5IMP50N SPH4 w/ 6-10d WHERE THE HEADER IS NOT FULL WIDTH 5'-0" (1) 51MPSON C516 OR (1) NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING m M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) 16" O.G. RIPPED DOWN SUFFICIENT TO CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW NAILS EA, 51DE INTO CRIPPLE THE INSTALLATION OF THE 5PH STUDS) (U.N.0) DEOF FOR THETPROPERINSTALLATION THE CRIPPLE STRAPPING, AT 2x6 WALLS USE SPH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF SPH4, FOR WIDER WALLS 5'-0" USE (2) SIMP50N C516 USE SIMPSON G516 IN AN $PH OR (2) M6TA24 (U.N.0) " CONFIGURATION. ATTACH PAD BLOCKING VIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. "2x " KING STUD BLE 50TT. U.N.O." CIFICATION FOR KINGS 4 CRIPPLES" TE AT NINGS OVER WHEN NECESSARY TO MAINTAIN PROPER TYP. CLEARANCES FOR THE WINDOW/DOOR T..FOLLOWINGAPPLY O.) WITHIN AN OPENING, IT 15 ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE 2X4 RAT RUN • AT OPENINGS UP TO 3 -6 (1) OR BOTH OF THE TOP PLATES 16 BRACING tit 45" CRIPPLE 4 (1) KING 15 REQUIRED ON ELIMINATED TO MAINTAIN THE FULL FASTEN WALL O.G. ON TOP EACH SIDE OF THE HEADER, DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING 3" OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN SET IT 15 NOT ACCEPTABLE TO O.C. ALL AROUND CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING 15 SUBSTITUTE A LE55ER DEPTH HEADER OPENING REQUIRED ON EACH SIDE OF THE WITHOUT WRITTEN PERMISSION FROM THE TRUSS SPANS HEADER. E.O.R. WHEN THE TOP PLATE 15 ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS 2-166 6 EA, IN WIDTH, (2) CRIPPLES 4 (2) KINGS SHOWN AT THAT LOCATIONS ARE NOT PROVIDE TRUSS JOINT ARE REQUIRED ON EACH SIDE OF NECESSARY. ALL OTHER STRAPPING DOUBLE SILL AT THE HEADER. SHALL APPLY, AND ANY TRU55 OPENING OVER • ANY DIFFERING NOTATIONS FOR COMPONENTS ABOVE THE OPENING 2", TYP. CRIPPLES 4/OR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER. THE PLAN SET SHALL CONTROL. SIMP50 SIMPSON A34 (ON SECOND FLOOR) FOR ROUGH L530 OR CONNECTOR EQ. TYP OPENINGS UN 5'-0" ONLY (1) 6IMP5ON GS16 SPAN 00R Y TO W/4-Sd X 1 1/2" ION CONC. 5LAB) 6IMP50N WTT4 . BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET 4-8d X 1 1/2" EPDXY 4 (18) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS OV 5'-0" ONLY (1) 5IMP50N WALLS WITH NO UPLIFT, HTT4 W/ (1) /8THREAD ROD SET IN STRAPPING MAY BE SIMP60N SET EPDXY 4 (I8) 16ol NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MA60NRY KO, OTHERWISE NOTED BLOCK SET OR 5IMP5QN M5TCM60 IF FILLED CELL OCCURS BELOW j Typ. Header Detail $-2 SCALE: NTS CMU WALL BEL 12" O.C. W/MAX. 6" 5IMP50N L5TA12 FROM END OF BUCK. (TYP. ALL 2X WINDOW EACH STUD OR EQUIV. BUCK ATTACHMENT.) 2-2"x4" BLOCKING WITH 4-16D GOM TOENAILS 'a EACH END 2x8 PT VERTICAL (ABVJ 0 WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 0 24" O.C. TYP. lx4 Pt r r r X L_ 11L J, r r 6IMP50N 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 DIAG. 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 t0 BE 51MP50N 435. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT @ TOP/51DE5 OF ARCH OPENING, IF ARCH TOP PROHIBITS 2X THICKNESS 'a 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 TAPCONS TO HAVE MIN. 1-114" EMBEDMENT. VERTICAL (BELOW) WALL TO BE ATTACHE[) WITH M General Irregular Window Attachment 1/4 x 2-1/4 TAPCON 6 12 O.C. OR PER MANUFACT. SPECS S-2 SCALE: NTS L Non-Brn . Frame Down Header Detail - S-2 MuItkuse SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS EA. S NAIL PECS 5H G. 'J'I BOLT REPLACEMENT CN,4%�': • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE 15 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 REVIEIUED APPROVED BTE.O.R. IN UJfR G: 111 J�� BOLTS TITEN HID BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1�/2" x (o 1/2" x 8" 1/2" x 5" EMBED 1�/2" x 8" 1/2" x 8" 1/2" x 5" EMBED x 6" 5/8" x 6" 5/5" x 5" EMBED x 8" 5/8" x 8" 5/8" x 5" EMBED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE TRU55 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR [RATED SHEATHING (MIN. STUD GRADE 5YP) STRAPPING — FASTEN EA. STUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE 5IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ \/ (3) 16d TOENAILS EA. END 5IMP50N 5P1 w/ 10-106 NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON 5P4 w/ 6-10dx1 1/2 NAILS EA. STUD 11 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 5F:T5 ON EACH SIDE OF 5TUD TO BOTTOM PLATE 4 SIMP50N SP2'5 ON EACH 51DE OF STUD TO TOP PLATES, U.N.D." INSTALL 1/2 X 6 THREADED ROD ``%�,�11 11 IN SIMPSON SET %% EPDXY 'a 2'-0" �`�� �;... •.. O.C. (MAX) CENTERED ON Ct w 1 WALL. CMU WALL SEE ::::72X PT rB Structural Kneewall FLOOR PLAN FOR BOTTOM MORE INFO. PLATE S-2 SCALE: NTS EDGES (SEAMS SHEATH BLOCKII FOR WAI PANEL SHEATH FOR RO TONGUE GROOVE FLOORS SEE TRU55 ENG. MORE INFO 2x STUDS 16" O.C. TYPICAL NAILING SCHEDULE NIGH WIND NAIL 5HEATHING BOUNDARY EDGE MELD ROOF 0.131 x 2 1/2" R.5. RING SHANK 1/16" 411 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 3 1/2" COMMON COMMON 3/4" T.G.6" 6° 1211 ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.260" MIND ens . r'till 1 BOUNDARY NAILING FOR WALL, DASHED L INE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 6 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. � 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATW16E OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD 5CREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2 GYP. ON 16-24 O.G. WOOD 5TUD WALLS AND FURRED MA50NRY ATTACH{ WITH 1-1/2 GALV. ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS Q 7" O.G. ALONG ALL SUPPORTS, MIN. •. 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" 5CREW5 AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/5" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MA50NRY ATTACH WITH 1-3/41' GALV, ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS 6 7" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" D.C. ALONG EDGES AND 12" O.G. IN FIELD AT INTERMEDIATE 5UPPORT6, MIN. 0 T ical NailingSchedules Floor, Roof Wall S-2 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, 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, HARMLF95 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD SE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK A O O �LL;-p F=- -,'0 ♦"� RFS W ,LL= "- u:0 _ p10 N j�LLCz �Z(9aa N CA oz'Z >1 P �Q9O zv9:7 Kl7 N wo0 Z zGW o= w 0 O -'' cc Fw, o w�0CCah U- W oco3o zWZWo p u. U Uj C7 2 a Vn Uj mazaZ �z Q Z d z x g o WW—>Ix �m atjaL N O o a0 JM J , In C9 L w N Z n M cN Q fV �- m 00 tD -'SLn �p W �d.� U' z L < S2Uj Z c+ri O 6 cc W Q �C0ou aU_ W g a a 0 c > �o 0 Njhd, • M 0: Z Z. 0 , ( Z, �o II ii u 0 DATE 03-00-13 SCALE NOTED DRAWN MK/P°DK JOB - Sheet content: Structural Details Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING - 4 3,4rOR 0'-0" MIlk 6 16" o.C. SCHEDULE e SPLICE 3-10.13GOM. DOUBLE COP PRE-ENG WOOD :TRUSS (TYP) 4-0,131 x 3'I PLATE ARA RATEDSHEATHING. COMMON a► 3-0.131 x 3" COMMON � DOUBLE STUD aaa EA. SIDE OF JOINT 0.131 x 3 SEE s 4-0.131 x 3" 1/2" COM. NAILING 5GHEDULE TABLE FOR �� COMMON � 16" o,c. SCUDS � 16 c.c. � Pt BOTT. R ATTACHMENT. U.N.D. j i� PLACE (1) SIMPSON L5TA12 `• 3 " COMMON 2-0.131 x STRAP 46" O.G. 2x4 BLOCKING (1) SIMPSON L5TA12 1/2" CEILING GYP BD W/ 5d 3 1/2" COM. 1 2-0.131 x 3 1/2" ��+ COM. E 0TTOM ATTACHED W1 (TYP) OR COOLER NAILS 7 O.G. OR 48" O.C. ATTACHED CHORD j 2" TOENAILS ®3oxI3 2x4 W1 1/2'' NAILS (4BAYDIAPHRAGM 8 ft R FROMREA " SEE TABLE BELOW DOUBLE 5TU1 CONDITION TO BOTTOM CHORD EACH END, Is 6" O.C. MASONRY WALL) I FOR LAPSPLIGE OF GABLE UNO. CONTINUOUS 8" MASONRY WALL W/(1) #5 REBAR 1/2'' GYP BID NOTE: CROSS BRACING 8 _ _ . oco�n nKI�QCx ll n0 BE ° 2 3 COM. 1 x 3 1/2 TOP �'I- a� gS��N�I�S i �� COM. 291, rrnM 3 CONT. IN KNOGKOUI f-LAI OFF G,AIHtUK/4I_ COURSE — Ex anded Blocking Information Dia ram 11, 8-3 SCALE: NTS TOP PLATE FA5TENER 5GHEDULE (EXTERIOR WALL) TOP PLATE 0.131 x 3 1/2" COM. 16" c.c. 3-0.131 x 3 0-2-0.131 x 3 l/2" COM, 1/2 COM. LAPSPLIGE NAILING Q 5PLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" Q 3" O/C 0.131 x 3" a 8" O/C \\�5ECURE RIDGE BEAM TO CLEAT W/ I - //j'��\1� PT 507. PLATE APA RATED SHEATHING. 5EE NAILING 5GHEDULE TABLE FOR ATTACHMENT. W inn (4) 16d TOENAILS EACH SIDE '_ 2x4 COLLAR TIE MID -HEIGHT ,4 RAFTER PROVIDE (5) 16d NAILS EA END / \\ TOP PLATE FA5TENER 5GHEDULE (INTERIOR WALL) lk�__ ---_vp 1� 4 STUD CORNER 51NGLE STUD CONDITION lU SIMPSON M5TA36 RUNNING F nl- LlK Trnp EXTERIOR�I7D � LAPSPLIGE NAILING SPLICE ALL OTHER NAILING 24" 2-ROW5 0,131 x 3" 61, O/C - - (d.131 x 3" �, all 0/G 2x4 'IT" BRACE CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A7 CORNER. MAY BE APPLIED OVER SHEATHING. OR L5TAI2 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM, 6 16" O.c. TRU55E6 6 ENTRYWAYS & PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY ' 24" O.G. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" PRE-ENGINEERED OVERLAP TRU55 BRACING �� °� �; WOOD TRUSSES eLEAST ONE TRUSS SPACE 4 -0" 4 -0 I 12d COM. a 12 Q.C. 6° OVERLAP 4 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE e 24'' O.C. MAX. SECTION SIZE SHALL 4-16d COM. w/ (2) 0.131 x 3 1/2" TOENAILS COOLER NAIL5 7" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-Sd COM. 51MR50N 5PH4/6/8 EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA l4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLE55 NOTED OTHERWISE, AT A 5D C1(00SIMPSON 5DWC15600 FROM OR 8 FEET FROM MA50NRY WALL) ' " " - � �� � �� 4 -0 TO 8 -® --- 2X6 15 -0 TO 18 -0 ---- 2X12 YWD. � 2-2"x4" W/1/2" PLYWD. MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0" ---- 248 �° SPACER NOTE: UNSPECIFFRAME PLATE F Gable Diaphragm Side Wall 2, RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) MAY BE TURNED FLATWISE 50 NO RAMEED CONNECTIONS SHALL S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. SPACER 15 NEEDED. �1601 COM, 8" o.c. CONSIST OF (3) 0.131"X3-1/2" END 0.131 x 3 I/2" COM. 8" O.C. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. It SHALL BE FASTENED A5 SHOWN W/ 10d GOM. 12 Oz. NAILS OR TOENAILS. APA RATED SHEATHING. SEE SIMP50N M6TA24 TEN5ION STRAPS Q EACH TRU55 USING (14) 106 NAILS. INSTALL THE 4-16d COM. SEE NAILING NAILING 5GHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCRAP BY GUTTING A HOLE INTO THE SHEATHING EACH SIDE OF TRU55 THREADING "A 51MP50N M5TCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 '@ THE U-SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. INT. HEADER ANON -BE 4RINC� MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING AN HTT4 WHERE LOCATION 5/8" DIA A.B. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG SIMPSON HT520 W/ ( 20) 106 ALIGNS WITH A FILLED NAIL$ FOR 2x12 RAFTERS, 06) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAIL5 FOR 2x6 CELL. M4X RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0' MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRU55 RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) IOC NAILS. PER JOINT BRACING APA RATED SHEATHING. SEE NAILING SCHEDULE Q TRU55E6 6 24" O.C. 5, SECURE RAFTERS TO RIDGE BEAM U51NG SIMPSON L55U210 SLOPING HANGER W/ (10) 10d p General Wood Attachment Details 4 STUD CORNER Truss Bracin Overla Detail TABLE FOR ATTACHMENT. U.N.o. /2 CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM & (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 8 (6) 106 RESPECTIVELY FOR 2x10 RAFTERS. USE W/ l5) 10d x 1 1/2 FOR 2x8 x S-3 SCALE:NTS 5TI2APf'ING INFORMATION AZ COOLER NAIL5 7" O.C. OR EQUAL, 1 1/ OR x(o RAFTERS. USE LSU26 W/ (6) 10d � (5) 10d x 1 I/2" FOR 2x� RAFTERS WITH SPANS OF 4'-0" d S-3 scALE:Nrs DIAPHRAGM AREA l4 BAY OR 8 Pt FROM MA50NRY WALL) OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4 0 MAY BE TOE -NAILED TO RIDGE (1) 51MPSON L8TA12 SCRAP 48" O.C. BEAM W/ (8) 106 NAILS 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR `�� VOLUME I II INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 1601 TOENAILS AT AREA SEE FLOOR PLAN FOR (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. .• & WIDTH 48" O.G. ATTACHED TO EXPANDED 0,131 x 3 1/2" TOENAILS EACH END, ' LENGTH BOTTOM CHORD OF BLOCKING UNO. Valle Set Attachment Detail (I) M5TA30 AT EVERY DBL TOP PLATE FASTEN CAP TO CHASE w/ �0.131 x 3 1/2" R.5. NAILS 6 12" GABLE DETAIL (TYP) A: FLAT OR CATHEDRAL U S_3 SCALE: NTs PRE-ENGINEEREDPRE-ENGINEERED OTHER STUD (32" O.G. = z MAX.) FROM UPPER STUD eLwu O.C. ALL-AROUND �� S MASONRY WALL WKU #5 I/2" GYP BD WOOD ROOF TRUSSES WOOD.ROOF �TRU65E6 ,;,,, TO LOWER 70P PLATE INSTALL SIMPSON LU524 KNEEWALL REBAR CONT. IN 4 NOTE: CR055 BRACING k KNOCKOUT COURSE INTERIOR WRAP TOP PLATE AS NEEDED FOR FULL ��i-�'••, WALL SHEATHING NAILED PER ALL BLOCKING TO BE REPEATED 48" D.C. TYP. MIN. EA, SIDE OF THE 5TUD5 's MIN. ALL RAFTERS SHALL BE *2 CEILING JOISTS. JOISTS PLYWOOD TO EXTEND TO VOLUME AREA NAILING. IF STUDS ALIGN STRAP SHALL EXTEND �i d 'O'/S-2 DBL 2X4 16" O.G. to BE PER NOTE #1 SOUTHERN YELLOW PINE Q 24° O.C. MAX. SECTION SIZE SHALL BOTTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER SCUD 70 #1 PLATE CONT. TYP. Mason Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRU55 (SEE PLAN) LOWER SCUD. u- '� 8'-0" (MAX.) W/ SIMPSON S-3 SCALE: NTS TO THE LENGTH OF SPAN AS FOLLOWS: AT EACH TRU55 Extended Bottom Chord Attachment Details w 2x4 WD CON5T. -1 O.C. C?OR C516 TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0'' - - - - 2X4 4'-0" TO 8'-0" ---- 2X6 s S-3 SCALE: NTS Is 16" O.C. LLl ux SCUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ---- 2X8 WITH (4) 0.131 X 3-1/2" NAIL5 ( ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND 12'-0" t0 15'-0" _ 2X10 2x6 SOLE PLATE- ATTACHMENTS ---- PERIIMETER. IF ABUTTING 15'-0" TO 18'-0" --- 2X12 NOTES: 1 CUT OUTSIDE EDGE MA50NRY USE P.T. 5YP #2 1. ADJACENT NAIL5 ARE PLUMB T ALLOW POLIO CONNECTION CS 16 TOP 2x4 DIAGONAL ATTACHED W/W 0.131 x LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA• X 3" DRIVEN FROM OPPOSITE SIDES THE COLUMN w/ SHEATHING FASTEN TO ROOF SHEATHING CHORD TO CHIMNEY APA RATED 1'-0" 3 1/2" NAILS'S TAPCONS 6 6" O.C. MAX. NOTES : 2. ALL NAILS PENETRATE IL LEAST 3/4 OF THE v m 1 BLOCKING w 1/4 x " EA. CORNER SHEATHING. SEE NAILING SCHEDULE M4X INTERSECTING � BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST 5" WOOD SCREWS' 4 O.G. ALL-AROUND COP CHORD ENG. TABLE FOR 2, FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING 3.OR14AP PROVIDE 1/4" TRUSSES 6 24: O.C. ATTACHMENT. U.N.O. ATTACHMENT- „ DIA. X 5 1/2 LAG (1) SIMPSON L5TAl2 "L" 1/2" CEILING GYP BD W/ 5d COOLER NAIL5 7 O.C. 3. WHEN INSTALLING 6IMP50N PRODUCTS REFER TO SIMPSON'S INSTRUCTIONS 4 SCREWS OR EQUAL (PACE AS SHOWN FOR = V 2x6 BLOCKING FASTENED TO FRAMING w 4-0,131 x 3 1/2" EACH END OF BRACE OR EQUAL, DIAPHRAGM AREA (4 BAY OR S Pt SPECIFICATIONS. 4. ALL LEDGER5 TO BE 2X 5YP "2 AND SAME 4. FOR 5-PINY, PROVIDE 1/4 ROOF SHEATHING NAILS EACH END FROM l"IA5ONRY WALL) DEPTH AS M T ,Frame Dawn CI DEPTH A5 RAFTERS lPT A7 MASONRY DIA. X 7" LAG SCREWS ° 2x4, 2x6, OR 2x8 OR EQUAL (SPACE A5 1 O.C. SEE FLOOR S-3 SCALE: NTS SHOWN FOR 3-PLY) PLAN FOR 51ZING OF PRE-ENGINEERED 5. REFER TO ND5 SECTION - l Fire lace Chase Detail STUDS TRU55ES '� 24" O.C. FLAT OR CATHEDRAL 15,3 FOR ADDITIONAL S-3 SCALE: NTS 2x BLOCKING f ALL (1) 51MP50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CR055 BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE SCHEDULE TABLE FOR ATTACHMENT. TYP. FrameWall Gable End REPEATED 48" O.C. TYP. BRACING PER TRUSS U.N.O. ENGINEERING S-3 SCALE: NTS 1,-p> !'"1,4X AT PRE-ENGINEERED A A ATED 5HEATHING SEE NAILING NOTES: INFORMATION "TYPICAL AT ALL LOAD COMPONENTS, S LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS. LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD BE SUBSTITUTED FOR R.S. NAILS 0.131 x 3" R.S. NAILS e (0 SCREWS STAGGERED 6 6" ANY STUD WORK AT 16" STAGGERED 6 6" O.C. O.G. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (#2 ALONG THE LENGTH OF THE COMPONENT; FOR THE MEMBER, FOR APA R ED X 5YP MIND" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" P R 8" USE (3) ROWS. USE (2) ROWS 6" O.C.. SHEATHING. SEE TRUSSES 24 SCHEDULE TABLE FOR ATTACHMENT. NAILING 5GHEDULE O.G. cl � U.N.O. N 142 m xp.C, Enclosed Exterior Frame Wall Table rQ­jyp. Nailing Schedule for Built -Up Columns & BEAMS TABLE FOR ATTACHMENT. U.N.O. S-3 SCALE: NTS —SEE DETAIL A NOTE: THREE OR S-3 SCALE: NTS ON THIS SHEET MORE REPEATED _COMPRESSION WEB DROPPED (TYP) SLOPING OR GABLE END FOR IDENTICAL TRUSSES �° VERTICAL SEE EXPANDED 21D'-0" 21D'-fD" OUTRIGGER J, SHALL HAVE WHEN TRUSS STUD ARE NOTE: CONTINUOUS BLOCKING DIAGONAL BRACES ALIGNED 51MPSON TW15T BOTTOM CORD STRAP TYPE CONNECTOR 1. SEE TRUSS DIAGRAM (1) 51MP50N 2x4 BLOCKING 1/2" CEILING GYP BD W/ MANUP CTURER'S BRACINCx 1X4 L57Al2 STRAP ATTACHED W/ (2) 5d COOLER NAILS 7" (AS REQUIRED BY ONTINUOUS PERMANENT LATERAL NAILED T5) MAY BE MIN. 48" O.C. ATTACHED x 3 D R,S, O.C. OR EQUAL, BGSI) BRACE (CLB) NAILED TO TRU55 � STUD TRUSS ENGINEERING TOENAILS EACH DIAPHRAGM AREA (4 BELOW. NO 5PH4 15 WHEN STUD 15 CUT SHEETS FOR END, UNO. BAY OR 8 ft FROM NEEDED TH15 STUD. ° NOT ALIGNED ADDITIONAL HETA 20 a 48" O.C. MA50NRY WALL) o o WITH A TRU55 PERMANENT BRACING ATTACHED TO ERMANENT DIAGONAL BRACE NOTE: D ° ° AND/OR WHEN 1/2" GYP BD FLAT OR CATHEDRAL 1/2" CEILING NAILED TO OPPOSITE 511DE OF WEB "AT 2x(o WALLS USE 5PH6 TRU55 STRAP 15 THAT MY BE REQUIRED. BR DIAGONAL BOTTOM CHORD OF BRACE A8 GYPSUM BD TO PREVENT LATERAL MOVEMENT CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2. T BRACING MAY BE GABLE SHOULD BE REPEATED 5PH4 CONNECTORS SHOWN. ° ° REQUIRED BY .A• ATTACHED TO USED IN PLACE OF NOTE: GRO55 BRACING 6 APPROXIMATELY 20' INTERVALS, A7 2x8 WALL5 USE 5PH8 ° ° STUD USE (1) BGSI 8" MASONRY WALL ALL BLOCKING TO BE CONNECTORS IN LIEU OF SIMPSON 5PH4 PERMANENT BRACING WK1) #5 REBAR CONT. REPEATED 48" O.C. TYP. Ix4 MIN. BRACING W/(3) 0.131 x 5PH4 CONNECTORS SHOWN. OR 5P2 PROVIDED IT EXTENDS uu IN KNOCKOUT COURSE 3 1/2" NAIL5 ' INTERSECTING FOR WALLS LARGER THAN OVER e LEA5T 90% OF' p- WE85 2x8, USE 51MP50N 5P1'6 ON It TYPICAL H10A CONFIGURATION, DO NOT NAIL THE WEB. EACH SIDE OF STUD TO THROUGH OTHER 5TRAPPING/CONNECTOR5. BOTTOM PLATE 8 51MP50N o ° REFER TO CONNECTOR NOTES FOR FRAME TO 5P2'5 ON EACH SIDE OF TRU55 CONNECTIONS B 201 M I t I D t iI STUD TO TOP PLATES UNBRACE WALL HE IGHT 5YP. 8'-O" 2x4 16" c.c. 2x4 16" c.c. 9'-0" 2x4 16" c.c. 9'-4" 2x6 16" c.c. 10'-0" 2x6 e 16'' o.c. CID t o S Gable Section - For Gable Less Than CLB Dia ona race CIA n erva s e ai U.NO, - - S-3 1 11 SCALE: NTS S-3 SCALE: NTS � TOP � BOTTOM CORD 4 -o H Ig h NOTE: SEE TRU55 LAYOUT GABLE END. BRACING � FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & CI Bracing Dia ram 4'-0" O.G. MAX. FOR FIRST STRAPPING REQUIRED 8-3 SCALE: NTS S-3 SCALE; NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY PNORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE95 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPEGIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 0 r OaWQ w �2Qz urrv>0w r Q z = dmWE FOr a W n: F- W tiJ ~ V = � w o-n 5; 0 >LL'a �"Zt9a''e0W cG C4 en m acazaF00 �ZZZ O�oc�2- Ln J W �aFo-A Q I T IOU2_ a 2 z_ w O �i ua Wu�pzO V- f r a_o zo o zwzN .i �LL fwHz F . 61J maz� "EKUj E Q In Q U, =wg�>Y LU 5 ~dW�W LaJ L o Jcn co (; Ln u.i Z N cn N W en _ 0000 F- p 0000 W a d` a w N � Ili Z ua O 'd' N O c� Z U_ < Y w Zm0 Gig W Lu 00 U. Q a Uj z vi 00a 1t,, r ©• .. 1 0: 0 -V i Q +a • �. !. . �r+j yea DATE a3-�8-18 SCALE NO7EC) DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 53-142 DBL. 2 x 4 TOP PLATE 51MPSON 5PH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP E BDT. CORD OF TRUSS. 5IMP50N L5TA30 w/ 22 -10d NAILS a 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING @ 5EAM5 8 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 RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SPA ELEVATION5 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 SOLE PLATE 5IMP50N C516 OR SIMPSON M5TA36 -S 32" D.G. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 12 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST ( INSET) 2x4 FLATWISE VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS, 2x4 02 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 J015T (INSET) SHEATHING TO BE FLUSH W/ BLOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 8" CONC, K.O. BLOCK BOND — BEAM POUR 50LID W/ I - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 NOTE: AT 2x6 WALL5 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 5PI'6 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES U.N.D." DBL. 2 x 4 ENGINEERED TOP PLATE ROOF TRU55E5 e24" O.C. MAX. 5IMP50N SPH4 12 s EACH 5TUD TO TOP PLATE SEE ELEVATION ELF WALL CONNECTION W/O WINDOW PAGES FOR ROOF COVERING ---INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PH4 e 16" O.C. EACH STUD (12) 10d NAILS EACH, GYP. BOARD RETURN 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT # FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE 9n ELEVATI WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL CAULKS WINDOW 2 x 4 SILL INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR ENERGY CAI 'N" ON SHEET 5-3 FOR SPACING. GYPSUM BOARD 1/16" APA RATED SHEATHING - �3/4" T$G GLUED W/ CON5TR. ADHESIVE NAIL PER SCHEDULE DETAIL 1 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD �— FLOOR TRUSSES 5 24'' O.C. USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) 15 LESS, -- THAN OR EQUAL TO 6'-6" AND DOUBLE �5IMP50N HETA20 I1 32" O.G. IF COURSE SHOWN 15 NOT NOTED AT THE ATTACHED TO RIMJOISTS. 624" O.G. FLOOR PLAN, IT 15 ACCEPTABLE TO USE MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-15 TRUSSES BARS CONT. IN LIEU OF THE DOUBLE \-1/2" CEILING GYP. BOARD SEE COURSE SHOWN IN TH15 DETAIL.) - NOTE ON N-I PAGE FOR SPECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLICATION SHALL CONTROL. 8" CONC. K.D. BLOCK BOND — IX P.T. FURRING HORIZ. BEAM POUR SOLID (2500 P51) W/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" I x 6 P.T. CURTAIN NAILER 9 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK. ° 8" CMU PER ASTM-C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER ASTM-C 210, ° 5/8" CEMENTITIOU5 FINISH PER FBCR a ° 103.12 FOOTING SEE 4 FOUNDATION PLAN FOR 61ZE5 1 MORE INFO. A Typical Two Story Wall Section S-4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE -CAST GONG. SILL 4" HIGH CONC. BLK, 8" CMU PER ASTM-C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER ASTM-C 210. 5/8" CEMENT ITIOU5 FINISH PER FBCR ENGINEERED ROOF TRU55E5 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ SIMPSON 5PH8 6 16" O.C. EACH STUD (12) 10d NAILS EACH, GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x S SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J" BOLTS 4 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL, SIMPSON 51=48 2x8 PT SOLE PLATE IX P.T. FURRING HORIZ. �: C-) ? :; _w �sw ?zi. YV• Ru �/lllilll I x 6 P.T. CURTAIN NAILER :D OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK 'm WINDOW 1/2" GYPSUM BOARD 4"GONG. SLAB. SEE FOUND. PLAN 103.1.2 ° 4': " 4 A $ FOOTING SEE FOUNDATION PLAN FOR SIZES & MORE INFO. rc-"�Typical Two Story wall Section S-4 =0 Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING; LLC. HARMLE55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 O w a^ paw~p w z 0 0 W Z Z _j � 0 W LL - $ w Lu t- O Q a D W �,0=w w>o�'vnI—` C- �LL 3gzZv_, V Oq� LU?8Wo e~-I = lV �LLma wzzal=w pG Lei �aoo z��ow0 N z 2'ui I,Qizw p O -' cc b o a Ui LL 3 -; Z w >- W O Wo3o a-ZdF, ua GG LL- 0 Uj yuVV`wUWwj a Z w a 0 W W� K F Q LLJ ~ d W W N o U ari UM O (�LULn w Z = M M a a -* L � �N NItW o �,N Z w 000 N 0u ZLLcn0 Z' o� W Q 00 U U- a LU Oaa > 0 0 0 Jl LU DATE SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING e 48" O/C --- 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL - 2ND FLOOR FRAMING AT 248 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF SIMPSON 5PH4 TO EA. D5L 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" SIMPSON C516 OR M5TA36 STRAP 5PH4 CONNECTORS SHOWN. STUD WITH 12-10d x 1 1/2 COMMON TOE NAILS 6 32'' O.C., EVERY OTHER FOR WALLS LARGER THAN NAILS. 2x8, USE SIMPSON SPI'S ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE R SIMPSON FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE - --- —FLOOR J015T-6EE FRAMING PLAN STUD TO TOP PLATES. U.N.O." SPACING 8 51ZE OF WALL STUDS. STUDS SHALL BE INSTALLED S WEEP SCREED INSTALLED PER MAX. 16" O.C., SEEoo MANUF. 'N'/5-3 00 SIMPSON HETA20 'a 32" O.C. MAX. .00 2x4 5.Y.P. *2 RIBBON 2"X4" GRO55 BRACE W14-106 6 EA. FLOOR a 48" O/C FOR THE TRUSS. 15T 2'-0" OF END WALL C51(o OR M5TA 36 W/ (4) 0.131X3 1/2" e EA. ENE) 32"O.G. (36" LONG) Q INTO 2"X4" BLOCKING MPSON A35 ANGLE FROM EA. STUD TO S W/ R50N 1 U2" REFER TO TYPICAL 2-STOR (2XI2) WOOD BLOCK OR NAILS EA. STUD TO INFORMIOSECTION NOT FLOOR JOIST DECKING TOP CHORD 2x4 BEARING 2xl2 5YP 02 WOOD 3-0.131 k 3 I/2" EA. .� WALL W/ STUDS BLOCK BETWEEN JOINT SIDE. 2X4 PANEL BLOCKING IV 16" O.C. FLOOR JOIST WITH 5-16d 6 45" O/C FOR THE FIRST 2ND FLOOR FRAMING 1116 APA RATED WOOD TOENAILS. HETA20 a 32" O.G. ON THE 5'-0" OF END WALL FROM SHEATHING INSIDE FACE OF 2x12 EA. END. (TYP) TOP 8 51MP50N C516 OR M5TA36 OR 51MP50N SPH4 BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD EA. STUD NOTE: W/ (3) 0,131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N75-3 FOR 5TUD INFORMATION I><I BLOCKING. PRE-ENGINEERED PRE-ENGINEERED --- FLOOR J015T ROOF TRUSSES LOOK J015T-5EE FRAMING PLAN 13 ALT. Frame/Masonry Connection #1 S-5 SCALE: NTS NOTE: CEILING BOARD PER ADD 2X4 BLOCKING e ARCH. PLANE M5T,43(o OR C516 OR NOTE: e"48" OROSS FOR THE BRACE HET,420 WHICH 16 NOT A GNED u1 TRU55 oERT. AT 2x6 WALLS USE 5PH6 HT516 W/ 1(0-10CI 2x4 BLOCKING w/ NOTE: CONNECTORS IN LIEU OF 16T 2' 01I OF NE) � WALL END WEB USING 2-0.131" X 3 1/2'' EA. TRU55 TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE 5PH6 5PH4 CONNECTORS SHOWN, TOEN,411­5 E,4. END. BOTTOM PLATE TOENAILS CONNECTORS IN LIEU of AT 2x8 WALLS USE SPHS INTO 211X4" BLOCKING HANGER PER TRU55 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. CONNECTORS IN LIEU OF MANUFACTURER GIRDER AT 2x8 WALLS USE SPHS 5PH4 CONNECTORS SHOWN. CONNECTORS IN LIEU OF FOR WALLS LARGER THAN 5PH4 CONNECTORS SHOWN. 2x8, USE 51MP50N 5P1'5 ON H Floor Truss To Girder Connection FOR WALLS LARGER THAN EACH 51DE OF STUD TO S-5 SCALE: NTS 2x8, USE 6IMP50N 5P1'S ON BOTTOM PLATE 4 51MP50N EACH SIDE OF STUD TO 61=2'5 ON EACH SIDE OF FLOOR BOTTOM PLATE 8 SIMPSON STUD TO TOP PLATES. U.N.O." o 5P2'5 ON EACH 51DE OF SIMPSON 6PH4 TO 2"x4" PANEL BLOCKING 6 45" O.C. FO J015T STUD TO TOP PLATES. EA. STUD TOP 6 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) U.N.O." BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. 1/2" DIA NUT W/ MIN. 1-1/4" WHEN CROSS BRACE ANGLE DIA x GREATER THAN 4S° EXTEND PANEL 1/2" DIA ALL WASHER BLOCKING FOR THE FIRST 4'-0" OF END 2X BEARING WALL W/ THREAD ROD FOLLOW TABLE SBELOW FOR WALL. STUDS � 16° O.G. APPROPRIATE 1/1 APA RATED 1/2" DIA �1/2" DIA SPACING 4 51ZE OF FLOOR TRU55 ,,,- �' WOOD SHEATHING REFLNOORT RE-ENGINEERED ANCHOR BOLT COUPLING WALL SHALL B ti INSTS. ALLED JOINT 57-1 2x6 SOLID BLOCKING W/ A.B. EXTENSION DETAIL MAX. 16" O.G. COUPLER NUT 3-0.131 x 3 1/2" TOENAILS EA. END DIA. 1/2" J-BOLTS 2"x4" CRO55 BRACE e 48" O.C. FOR 2 X 4 RIBBON OR WITH SIMPSON THE 1st 2'-0" OF END WALL W/ (2) 10dx3" ATTACHED TO EACH SET EPDXY, 5" 6 EA. END INTO 21'x4" BLOCKING. FLOOR w J015T WITH 3-0.131 EMBEDMENT 24" FLOOR �I BON (ANGLE NOT TO EXCEED 45°) x 3 1/2 NAILS - SEE '"' WHEN EA. TRU55. •** WHEN ANGLE 15 GREATER THAN 45°, DISTANCE 15 SIMPSON C516 EA: STUD CR055 BRACE s 48" O.C. FOR THE let LE55 THAN 2'-0" TO BASE OF 2X4 4'-0" OF END WALL. THE FIRST BAY RIBBON BELOW SIMP50N HT516 EA.TRU55 SIMP50 TYP. LOAD HETA20 REFER TO TYPICAL 2-STORY WALL SEARING WALL SECTION FOR INFORMATION NOT W/UPLIFT CMU WALL SHOWN BEEN'/S-3 FOR STUD INFORMATION G Cantilevered Floor Truss Over Wall S5 SCALE:NTS tl� ALT. Frame/Masonry Connection #2 E Floor Truss Parallel To Br . Wall S-5 SCALE: NTS 8-5 SCALE: NTS NOTE: NOTE:.° AT 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS iN LIE;U OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRUSSES 624'' O.G. 5PH4 CONNECTORS SHOWN. TRUSSES s24" O.G. ew 1 w s z AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE SPNS • iv. CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF p v 5 �. 5PH4 CONNECTORS SHOWN. . • c� 5PH4 CONNECTORS SHOWN. Y CAL N FOR WALLS LARGER THAN INSULATION PER ENERGY •� o,>� • w FOR WALLS LARGER THAN INSULATION PER ENERGY GALG5 2x8, USE 51MP50N 51P1'S ON ®�♦ �,°••••°•••• °�4 e°�`' 2x8, USE SIMP50N 5Pl'S ON EACH SIDE OF 5TUD TO ✓'� �`a EACH SIDE OF STUD TO 1/2" GYPSUM CEILING BOARD BOTTOM PLATE 8 5IMP50N 1/2 GYPSUM CEILING BOARD 11111111� BOTTOM PLATE � SIMPSON 5P2'S ON EACH SIDE OF 5P2'5 ON EACH 51DE OF HURRICANE ANCHOR e EACH TRU55 HURRICANE ANCHOR e EACH TRU55 STUD TO TOP PLATES. U.N.O. STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION DBL. 2X TOP PLATE DBL. 2X TOP PLATE 2x4 SOLE PLATE 5PH4 a EA. STUD 2x4 SOLE PLATE 5PH4 s EA. STUD PROVIDE (2) 16d PROVIDE (2) 16d COM e EACH TRU55 1/21, GYPSUM GOM s EACH TRU55 1/2" GYPSUM GLUED W/ CONST 5IMP50N C816 W/ MIN (22) lOd 3/4" T4G R. ADHESIVE SIMPSON G516 W/ MIN (22) 10d 3/4" TeG GLUED W/ CON TR. ADHESIVE COMMONS (12 MIN. EACH END) COMMONS MIN. EACH END) s NAILED SEE SCHEDULE DETAIL "0" 1705# MAX 0 24" O.C. MAX OR � NAILED SEE SCHEDULE DETAIL O 1705� MAX 6 24" O.C. MAX OR EACH STUD WRAP UNDER TOP ON SHEET 5-2 EACH STUD WRAP UNDER TOP ON SHEET 5-2 PLATE (16T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOODTO FLOOR TRU55E5 6 24" O.G. FLOOR TRU55E5 ia 24" O.C. EXTEND SHEATHING x4 12 5YP RIM w/ (3) 2x4 �2 5YP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 2 2x4 NAILS EA. TRUSS 16d NAILS EA. TRU55 WALL GIRDER I(odJ015T (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD PROVIDE (3) 0.131 X 51MP50N MT816 3-1/2" TOE NAILS AT EACH FLOOR TRU55 FLOOR TRU55 TO WALL 1/2" GYPSUM CEILING BOARD W/ KNOCK 24" O.C. MAX. I/2" GYPSUM CEILING BOARD W/ KNACK - BELOW DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE DOWN DRAG FINISH SEE NOTE ON N-1 PAGE 111(oFOR GARAGE APPLICATION SHEATHING MIN., SEE GENERAL NOTE FOR GARAGE APPLICATION SEE DBL. 2X TOP PLATE w/ SIMPSON 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON 5PH4 16" O.C. wl (12) 106 NAILS EACH 6 16" O.C. w/ (12) IOd NAILS EACH 1/2'' GYPSUM BOARD 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT e 24" 1/2" ANCHOR BOLT 5 24" O.G. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE 51MP5ON G516 2X BOT. PLATE w/ BY I/8 WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 10d PT PT 2X 5 5PH4 � EA. SIMPSON 5PH4 s EA. COMMONS (I1 5TUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE STUD w/ (10) lOd NAILS MIN. EACH END) EACH EACH FOUND. PLANE SEE BEAM / GIRDER FOUND. PLAN FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION 2x BOT. PLATE PRE-ENGINEERED PLAN FOR SIZES 8 MORE INFO. PLAN FOR SIZES 8 MORE INFO. W/ 2-0.131 x 3 I/2" FLOOR TRUSS „ .d • Q. NAILS � 6" O/G O Typical Two StoryInterior BearingWall Section D T ical Two StoryInterior BearingShear Wall Section Second Floor Frame Connection Girder AS-5 S-5 SCALE: NTS S-5 SCALE: NTS SCALE: NTS I NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o a 0 w �Zoz WaN�W wmWQ gp0=a 5 �j�1x- Y'pl"1� w a W W u x ?fig r '=oa LLoaZ � V-4 w 0 en z2aF _00 �5pn=2NJ Vf *-OzCZ 'D 2F^a2Z W © O c7 "9 LU w G' iw ua -ya LL '' W a o — zwzi9 u.w23:8 Q za,vLjj UW J VOzowL z >¢aa WL Lu Q Q ui m ~ pLU er, to W L. toIR a u Jm J � � Ln W `"eti.n 00 oC .Q �M W H- a 00 Fn -1 tD w cV �M W a: d O Ln Z 00 CUS a C' Z LL F, Q Y w J 4h m O c IZ u J -1 X Q oo a L' W g V1 a O^a > tD 0 U, 0 --Jl 41 DATE �3_id8-l8 SCALE NO%EGA DRAWN MK/POK J06 _ 'Sheet content: Structural Details Sheet number: 5� DRYWALL OVER FUf BLOCK W II/16xI1/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW — PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES Ix(o TRIM BEAD BOARD -- PANELING DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW - PER PLAN) LINE OF WALL--,,,, BELOW LINE OF TRIM --- — BELOW COMPOSITE WINDOW SILL EAD SILL LINE OF WAL Ix6 TRIM BELOW LINE OF CA° BELOW DRYWALL FINISH PLAN OVER FURRING ON COMPOSITE BLOCK WALL SILL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: P - r•m' SHIM AS 1'-41 REQ'D, INVERTED 2 1/4' I DOOR CASING (036(p) 2x 5TUD5 (PER STD. PLAN) BASE CABINET 1/2' DRYWALL 3 1/4" BASE BD. t�366) �- QUARTER ROUND CALI. TOP 5CALE: 1/2' : 1'-0' rE WINDOW DETAIL 2 1/4' DOOR CA51NG ELEVATION (036(0) PLAN kLL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAI L PLAN SPECIFIC PER PLAN SCALE: P - 1'-0' SHIM AS 11_41 REQ'D, INVERTED 2 1/4' DOOR CASING (1366) 2x 5TUD5 (PER STD. PLAN) BASE CABINET ill' DRYWALL 3 1/4' BASE BD. (036(0) �- QUARTER ROUND HIGH BAR TOP SCALE: 1/2' : I'-0" TEMP. GL. ENCL0SURE 8" W. CORIAN CAP 1' 2x STUDS (PER STD. PLAN) 2 ` VAINTY M CABINET 3 1/4' BASE BD. VANITY LOW WALL SCALE: 1/2' : i'-0` - 8' W. CORIAN TEMP. GL. ENCLOSURE GAP 1/2' DRYWALL 8" W. CORIAN BELOW CAP CAP TILE FINISH TILE FIN15H 2x 5TUD5 (PER I OVER WATER OVER WATER PLAN) �) II RE616TANT R551WALL WALL BD. BD. I�' DRYWALL d I, BATH SHOWER SHOWER it I� SHOWER 3 1/4 BASE BD. II U SIDE 7 t«366) I I f SECTION PLAN SHOWER LOW WALL SCALE: 1/2' : V-0' TILE TO WRAP IN WINDOW ?IFY TOP (WINDOW PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL EDGESINVERTED 2 1/4' ----' DOOR CA51NG (036(o) DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLA LINE OF I SILL BELOW CT 1/2' OUT EIVE TILE) LINE OF i BELOW COMP05— SILL SHOWER WINDOW SCALE: 1/4' : 1'-0' SILL ELEVATION 'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: P - 1'•0' rE WINDOW DETAIL 2 1/4' DOOR CASING FLOORING / 5,45E 50ARD NOTE: WJ -IEN TILE FLOOR 15 5ELECTED ONLY' 5,45E 15CAR0 15 IN5TALLED. LU�4EN WOOD FLOOR 15 5ELECTED 5,45E 50,4RD 4ND 5NOE MOULD ARE INFALLED• Ix JAMB (51-PAS° DRS. PEF PLAN) (BI-PASS DRS. PER PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4" DOOR CASING (036(o) HELD DOWN 1/2" 1/2' WOOD FILLER HEAD -DRYWALL FINISH OVER 2x WALL (SEE PLAN) �k 2 1/4' DOOR CASING (0366) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CAS I N G D ETAI L SCALE: P - V-0' MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION BD. 11/31/4'BA5E (036(o) BASE BD. AT TYP. GARAGE / MAIN HOUSE SCALE: 1" 1'-0' NOTE: D AWIN 5 ON 11 "x1T 5HEE<T IJJLL 5E ONE �44LF T14E 5CALE NOTED 5 1/4' CROWN (045) 5 1/411 CROWN SCALE: P P-0' IX5 ROUNDOVER W/ WHITE PINE :1 ROUTER 1/2' DRYWALL 31/4' BASE BD. 2x6 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN xALE: P ° 1--0' Ix10 ROUNDOVER W/ ROUTER WHITE PINE I/2' DRYWALL 31/4' BASE BD. (0366) 2x6 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: P °''-m' TRIM DETAILS x ro N 0 M M W et r �MM m 4.0 � 0 om *+ �d' NNW `JOB NUUNR 22066• CAD FU 7EEN BVUER ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 till DAVIS BEWS DESIGN GROUP 150 STATE S'TP EET EAST OUXMA& MORIOA 34677 813. 92-5. 1300 TEL 813.925.1800 FAX W W W.DAVISHEW&COM TAMPA • IDEr VJ R - EST. 1994 TRIM • 11TLE • TYPICAL TRIM DETAILS TD • SHEET • LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING LJ-10Z1 STANDARD - 42" H. ROSETTE 461 KNEEWALL (OPT. LJ-6010 RAILING SHOWN) Ix6 PAINTED BASE PLATE 3 1/4" BASE BD. AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ-045 POST NEWEL POST LJ-1021- ROSETTE LJ-6010 RAILING LJ-5015 WOOD - BALUSTERS (3 PER TREAD) Ix12 SKIRT — BOARD LJ-6095 OAK - LINEAL COVE MOULDING BASE PER TM LEVEL 3 1/4" OR 5 1/4" 0a L � LJ-4040' NEWEL POST Li-1011 LEVEL QUARTER TURN Nq — LJ-4040 NEWEL P06T OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS r -Ix(o PAINTED BASE PLATE 1x12 SKIRT 3 1/4" BASE BOARD AS APRON BASE MAP © 5TANDARD - LJ-6014MRI TREAD FOR CARPET (OPT. LJ-8010 SERIES TREAD SHOWN) lx8 PAINTED R15ER LJ-8010MR1 OAK TREAD NEWEL P05T -2 EA. - LJ-3015 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL N.T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT REQUIRED. 7k INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ-40)42 NEWEL POST SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHDACK STAIR FLOOR PLAN K,S. STANDARD - 42" H. KNEEWALL (OPT. LJ-bOIO RAILING SHOWN) OPT. L IH -MG2KNUC44 WROUGHT IRON BALUSTERS 6 4' �Li� LJ-4040� NEWEL P05T LJ-4040 NEWEL P05T SECTION CUT 71-!RU~` �, 14'i'' �� Ixl2 SKIRT Ix6 PAINTED BASE PLATE �i'''.`iv BOARD WALL `:�< ;� 3 1/4" BASE LJ-6010 AS APRON ` RAILING LJ-1041/8 ---�"" BASE S-TURN CAP MOULD STANDARD - LJ-6014MRI Li-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-,5n5 OAK 1x8 PAINTED LINEAL COVE RISER MOULDING LJ-W10MRI BASE PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT--LJ-4042 BOARD NEWEL P05T ---2 EA. - LJ-3015 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL STAIR AND RAILING RULES 1. WHEN PLAN INDICATES 5ULLN06E 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 I5 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER 51 WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL5 WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAIL5 AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLL$, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. B. FINISHES - ALL OAK HAS CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD R15ER5 TO BE PAINTED WHITE. HT. WALL PET 5TART5 HIS RISER .ING 042NEWEL GENERIC WOOD / CARPET STAIR FLOOR PLAN __ N.T.S. N.TA Ix12 SKIRT SECTION~`"_�'� i �''�� BOARD CUT tHRU WALL .� .�--.\ .�c� - LJ-6010 RAILING --- BASE LJ-1041/6 --�" CAP 5-TURN MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTER$ (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-80S5 OAK LINEAL COVE _ MOULDING 5A5E Ix8 PAINTED PER TM LEVEL R15ER 3 1/4" OR 5 I/4" Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL P05T BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN, BASE CAP MOULD Ixl2 SKIRT BOARD 2x12 STRINGERS LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MRI OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL Nei t08CdI.E LJ-404 42" H. LJ-1021 NEWEL RAILING R06ETTE POST LJ-6010 36" H RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-4042 WOOD TREAD NEWEL P05T Ix12 SKIRT BD. BASE LJ-8095 OAK AC CAP L INEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAI RS 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 P05T LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL Ln i� - N - g2 N r- L v N LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.5. LJ-5015 LIH-HOLI5A5K44 LIH-HOL25A5K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING, LJ-II RAILING T, LJ-4042 NEWEL POST LINE OF BASKETS TO ,. BE PARALLEL TO TOP RAIL LIH-HOL25,4%44 (DOUBLE BASKET) LIH-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL 5ALU5TIvR5 (3 PER TREAD - ALTERNATE BA5KET5 AND EQ, SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE. �)FRAUJIN S ON 111'x17 5�EET WILL 5E ONE CALF THE 5CALE NOT F-) N.T.S. N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL P05T 10, LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL LA LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL l DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. I" MIN, HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ-4042 NEWEL P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. STAIR DETAILS x 40 C co O Nto�^ M 3�E 's<M 'JW NUMBER 24163.01' CAD FlLE NAME IRIM DETAILS ISSUED 04-05-13 REVISED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 rob DAVIS BEWS DESIGN GROVP 150 STATE ST PL= EAST OUMMAR, FLOFUDA 34677 $13.925.1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.00M TAMPA « DEr4VE - ---- I EST: IW4 -- STAIR • TITLE • TYPICAL STAIR DETAILS « SHED «