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544 Red Rose Ln 18-2005 (a)
LOT 223 - THORNBROOKE 40I S CAPTIVA GARAGE LEFT ELEVATION -INCLUDED TRADTIONAL TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x& 5U5-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 42" UPPER CABINET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC LANAI. REDRAW NOTES 04-09-IS COMPLETED LOT SPECIFIC PLANS FOR LOT 223 THORNBROOKE 40'5, ELEVATION INCLUDED TRADITIONAL, GARAGE LEFT WITH PLAN OPTIONS INCLUDING: ADDITIONAL DOOR AT OWNER5 BATH, COVERED LANAI, PAVER DRIVEWAY, LEAD WALK AND PORCH AND 5HAMP00 NICHE. SQUARE FOOTAGE CALCULATIONS ELEVATION 'FTR-All MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 832 TOTAL LIVING S.F. 1989 GARAGE S.F. 451 PORCH S.F. 74 LANAI 128 TOTAL UNDER ROOF S.F. 2642 TOTAL WIDTH 30'-0" TOTAL LENGTH 68-4- 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 FL1 - FLASHING DETAILS F L2 - FLASHING D ETAI LS 4A - MAIN FLOOR ELECTRICAL PLAN 4B UPPER FLOOR ELECTRICAL PLAN TR - TRUSS STRAPPING PLAN N 1 - STRUCTURAL NOTES S1 STRUCTURAL DETAILS REVIEWED POR CODE COMPLIANCE S2 - STRUCTURAL DETAILS - PLANS_ --MIN-- S3 - STRUCTURAL DETAILS DATE S4 - STRUCTURAL DETAILS SANFOfiD BtJjjDjN,Q .VIVI 10N S 5 -STRUCTURAL DETAILS CENSE To PROCEED WITH THE WORK NDNORT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET T D TRIM DETAILS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER A CORRECTION OF ERRORS INSD - STAIR TRIM D ETAI LS R ORING NI TRUCTION OR VIOLATIONS OF THUS CO ES COMPACTION FES -1 REQUI F 7) Resuits to be Perifter atslab Inspecoo ,. CAN RZD #1 8 - 20 05 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 6TH EDITION (2011). NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 16 RE5PON515LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE56 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/6 INCH (15.9 mm) TYPE 'IX" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 6TH EDITION (2011) R30110 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5LR - 6TH EDITION (2011) M3.1J AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO61ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD; OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 $PACED 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 F.B.G.R 6TH EDITION (2011) R103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER FB.C.R 6TH EDITION (2011) R103.13 WATER RE515TIVE 5ARRIER5 INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 6TH EDITION (201V R103.15 OR IN ACCORDANCE WITH ASTM C 926. 5T UCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 MIA] THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINT5. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-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 CORRO6ION-RE516TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103A WINDOW IN5TALLATION: 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RE5PON515LE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORT$ ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905215 AND R9052b.1. 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.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 R301213 OR THE RECOMMENDATIONS OF R45118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C:R - 6TH EDITION (2011) R90533 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL 6UFZ-ACED 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 II8,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TER'11TICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TER"IITE5. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR $PRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS; OR 6PLA6H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES Ob2 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51E TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE; THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A$ A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2B FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (624 mm) FOR EACH W DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN5ITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST 5Y5TEM 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: 155UANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY 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 REVI51ON5 OR CHANGE$, 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.12-3I-2011 0++111111 � �311i/�i'� ....0 41 ico \i �z ii r WW i Z N •• x ro C J rO 0 NI y MM0) 0N`,M L ANJC4 LL Lm 0 0 • rorDtl 'pJ � o Co E 4 0 �h - z0u) F28002ME LOT 223 09-18 • ■•I.OA� II•IO 1 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 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 VJ C)uj qq- O L.L. z m C z UO F� Off/ r L.L �- O M DC N 0 N � O DAVIS SEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIt, F1.ORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENUDER EST. 1994 �w•IFII.1•FT�. 919891 • TITLE ' COVER SHEET GENERAL NOTEScov • SHEET ,-� • 301 _ /J111 16'-0" IV VJ 14'-011 II_ All 13'-411 11_411 F 1 �CONT, (TYP./AT ANAII) I© — _ �I g 8 $II SII G.C. VERIFY ACRYLIC ON LANAI Q I AI_/J111 QI_211 I y 111_I/J111 F_ A/C �o LL 31.211 10'-2411 42_2 MECHNQ2 PAC) (SEE CONTRACTOR 3/4" P.V.G. _ D CONDENSATION N FOR LOG.) ELEVATION DRAIN BY PLUMBER — — l-) 0 -4 II 11/2" RECESS FOR 56.D, ■ ■ ■ ■ ■ ■ ■ N - L� 2-STORY FOOTING (TYR) ■ ■ 20" H. x 20" W. GONG. MONO-FTG, I W/ 3 - "5 CONT. REBAR5 PROVIDE 25" MIN. LAP WHERE b SPLICED AND WIRE TOGETHER. M BOTT, OF FTG. SHALL BE 12" MIN. ■ BELOW GRADE ■ N SI � 54 <r ■ N j � lall �o I 16" W.x12" DEEP FTG.rA W/ 2 - "5 CONT, �I■ P/A ELEVATION AT 04" - 8" THICKENED EDGE OIL (A55UMEI) — FOR SHOWER RECE55 W/ I NO.5 BAR CONT. 3.5" THICK, 2500 OR 3000 P.5.1, CONCRETE TILE SEAT SHOWER vALVE RECESS SLAB ON GRADE W/ 6x6 WIAxWl.4 MESH ABV. OR FIBER MESH OVER I \ 6 MIL. VAPOR ■ ELEVATION ■ I BARRIER ON GLEAN, WELL - COMPACTED, / �i �^ XWALL_— — — — TERMITE TREATED, 2x6 WALL l) 0' 3 I/2" Zia GRANULAR FILL. , / I OPT, I I OPT, I LWA5HER ILDRYERI I - N u* \ 4'-I" AIR HANDLE LINES FROM SIN�K UPPER FLOo ■ W/ DISf' ■ 4'-611 4'-811 41.111 1 9 -L 61 PROVIDE WATER I6" Wxlb" D ) evi e �' LINE FOR ICE MAKER //�� \ FTG. W/ _ 41 \ 2 - "5 CONT. ■ 3/4" RECESS ■ < '�� >r FOR ENTRY I I I _ TO CL OF REF. (m� '6 ■ '~ -- 2'-0" 3'-011 ELEVATION 0'-4" T u 50 GAL. o M I II II �i 8 Wxl2 I DEEP FTG' N 51 ■ '� h `r o SI II W.H. I II W/ I - 05 CONT.1 II 3 -51/2 I q 2 -91/2 II 2 -I I 2 -8II SII I II I II a 6, i ELEVATION ■ 1 1 (-J 64" 1 z �`''s��� `bb PAVERS 'fir � _ _ � I i x�U- Cl ■ ■ i S 1 8"x8" FTG. W/ GONT. � G.J.-------- I C.J.- (TYR AT _ __ -------i---------- ------------ _ _ ENTRY) -STORY ■ 1 FOOTING (TYR) p i 20" H. x 16" W. CONC. MONO-FTG. W/ 2 -'S CONT. RE5AR5 `r I PROVIDE 2511 MIN. ■ i LAP WHERE SPLICED ■ AND WIRE TOGETHER. ELEVATION i BOTT. OF FTG. SHALL o � BE 12" MIN. BELOW GRADE m 11/2" RECE55 FOR GAR. DR. ■ ■ ♦ JA AA PAVER DRIVE / LEAD WALK 35E 2' 8" 16' 0" 21 8B 11_QI1 y141I 11_611 21'-411 GJJ 8' 8 TAYLOR MORRISON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ogg1t11111// `� • Z OU.J doo:'� cn 0GJ\ FS 115 S 111 FOOTING LEGEND: 0 12" DEEP x24"x24" GONG, FOOTING W/ (3) S BARS EACH WAY. F=a 12" DEEP x30160" GONG, FOOTING W/ (3) "5 15AR6 EACH WAY. G 16" DEEP 60"60" GONG. FOOTING W/ (3) S BARS EACH WAY. THE FOUNDATION 5Y6TEM HAS BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2000-PSF (R401.4. I 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 HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TH15 PLAN. * * * LAND *ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED G.C. VERIFY THATRAIN THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY IS INSTALLED ATRSSTRUCTURE BUILT IN A FLOOD DE51GNATION AS SPECIFIED BETWEEN WALKWGARAGEBY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE iV * FLOOD HAZARD REDUCTION. FOUNDATION PLAN SCALE: 114" , 11-011 GARAGE LEFT 1.rrwrr� K m U o J h o ♦0A �►+ ai .2 No L >sJM `■ `, OyjL 0 0 ro= '0 o�Co. �t�rn _ N a+ 0 . fp 0-20 Z T V • JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM"R, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CdM TAMPA • DENVER- -z=�i EST. 1994 F--- flIN162 1111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704,4842 COA 28035 41 PAUL D. KIDWELL, P.E. #52683 ANDREW,I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANOR 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 ( l No i 0 O Z O z p__q O ce ce 0 0 M CSC N � 0 •.11.11.1.1����••I�L.. 1989 • TITLE • SLAB INTERFACE PLAN �Ir.r..rr • SHEET • 5TAIR NOTE5 5EE SHEET DTI FOR 5TANDARD 5TAIR DETAILS AND NOTES. SPECIFICATION FOR LANDING5 AND 5TAIR CONSTRUCTION: (THE FOLLOWING 5HALL APPLY U.N.D.) • ALL 5TRINGER5 TO BE 2.24 o2 5YP. • ALL 5TRINGER5 To ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER • 5TRINGER5 RUNNING PARALLEL TO AND 5UPPORTED BY A WALL 5HALL BE ATTACHED: •• AT MA5ONRY/GONG. WITH 1/411 DIA x 3" TAPGON5 AT 8" O.C. 5TAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• AT WOOD WITH (4) 0,131 x 31/2" NAILS AT EA. STUD MIN. (lb" D.C. MAX) •• IF 5TRINGER5 ARE 5UPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE 5HALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT CONC, W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 3 1/211 NAIL5 AT 8" O.G. TO TRU55/J015T/ OR BLOCKING BELOW. •• ATTACH 5TRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA, • LANDING5 5HALL BE BUILT A5 FOLLOWS: •• J015T5 TO BE 2x812 5YP, MIN. AT 16" O.C. •• IF LANDING INCLUDES 5TRINGER 5UPPORT IN A BEAM CONFIGURATION, BEAM 5HALL BE (2) 2x12 02 5YP WITH 2-2x4 5UPPORT 5TUD5 AT EACH END. •• IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 3 1/211 R5, END NAIL5 AT EACH LANDING J015T, AND (2) 0.131 x 3112" TOE NAIL5 FROM EACH J015T TO KNEEWALL TOP PLATE, •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 3 1/21' NAIL5 AT EACH P456ING 5TUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGER5 OR 5EAM5 WITH 51MP50N LU526 HANGER5 OR EQUAL, • THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 8UB5TITUT10N5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 5TAIR NOTE5: RAKING BALUSTER5 5HALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRA5PA5LE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F,B.CRR - 6TH EDITION (2011). 4211 H 36" H. CONTINUOU5 LOW WALL GR45PABLE RAILING 3/4" PLYWD, BEAM PECKING LINE OF 6'4' MIN. BEAM FLOOR C, HEAD CLEARANCE 5Y5TEM 10.001I FLOOR 5Y5TEM 2x 5TRINGER5 I" N051NG (TYP.) I °� e I 1 LINE OF Q I I DOOR IN 2x TREADS AND I I FOREGROUND Ix RI6ER5 (TYP.) 11 TREAD5 AT 10.00" EACH STAIR SECTION 5CALE: 1/4" - I' 0 I UNDER-5TAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F-13,C.R. - 6TH EDITION (2011) R302.1 AND R302.11 OPT, 5HIM A5 AIR SWITGH--\ REQID, FOR DISP, \ �. 11.011 CA51NG 2x 5TUD5 (PER 5TD. PLAN) BASE CABINET BACKING 1/2" DRYWALL CALI. TOP -- 1411 5CALE: 1/2" T.O.M. 50TTOM OF LINTEL 9' 4" AT 8'-0" A.FF. 9'.411 T.O.M.M A.F.F. AFF. ■ 0 BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL 0/-AT 8'-0" AF.F, 16'-0"x8'-O" AT 8'-0" AFF, 1� 9'-4" PLT. HT. G.C. VERIFY ACRYLIC ON LANAI T.O.M. 9'-4" q„o 0 0 ° ° ° ° °^°^°^°^°^°^° ° ° ■ ■ d'°0000000o v o000000 0° 8.Ox8-0 TEMP. S.G,p, ° 2 8x6 8 o ° 1 00 2 STORY 9'-411 00 CLG, CLG. OO o 0° /2.5TORY � o° VOLUME NOTE: °o AT VOLUME CEILING oo HATCHING INDICATE5 DOUBLE 00 0 K.O. BLOCK COUR5E W/ (2) 05 00GATHERING ROOM IN EACH 14'-6"x16'-0" 00 2-STORY VOLUME 0 o° ~ (AT VOLUME a IN) REFER TO 5HEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS 1 3'40"X3'-6" A/C 1 PAD (SEE MECH. ( I CONTRACTOR 3 - 26 5H. FOR LOC.) HD. AT 8'-0" L * EGRESS ■ ■ O H.B. OWNER'S SUITE 13'-10%12'-10" 9'-4" FLAT CLG. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 53" WINDOW CALL -OUTS U 2611 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H Z 12" S 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, W WINDOW51ZE5 AND IN5TALLATION MAY VARY PER FMANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOWUSED 151NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- RGJ ■ ALL EMERGENCY E5CAPE AND RE5CUE OPENING5 5HALL COMPLY WITH R310 PER F.B.C.R 6TH EDITION (2011). ■ CE L. n a o F Ulf 00 � ■ o � � 2-8x6-8 � OWNER'S o° �r BEARING c° J z" u WALL BATH Q G.J. ■ aq -' 2-46.8 CIA � o Sl u, I CLG. kn ■ W.c. Q DINING, ROOM 14 -6 x10 -0 BEARING I ( OPENING SEAT TILE TEMP, GL, ENCL. 9'-4" FLAT CLG. WALL I VALVE I TO UNDER a ON 42" H. LOW WALL q I STAIRSfull < 42" UPPER CABINETS I TILE 36 H. 5TAIR DATA: B 5HOWER ■ COUNTERTOP KNEE 51 HAN5EN ■ IS RISERS AT x PRYER (5EE DETAIL) WALL 138" EAREA05 CH — — BOX_ — — r I SH. VENT R/S I OPT.— 71 OPT. `Y WASHER --_----—— � 36"H, � o x L__�LDRYERJ _ _ _ -� \ RAILING "' ' AIR HANDLER LAUN. LINE5 FROM 9'-4" CLG. SINK / 1—\\ " �, UPPER FLOOR ON QII ■ W/ D15P �i I / a' 91 411 2•Sx6 8 PANEL ■ i CLG. 6115OFFIT 2-84-8 ABOVE LINE OF 5ECON0 ARCH FROM KITCHEN FLOOR ABV.s' 0" To s'-$" 9' 4" I PED. LAY. 9'--4" FLAT CLG. / BARREL ARCH \ CLG. ■ / u. f FROM 8'-011 ^ TO V-8" cLGF. HALF I O 3 0 1 `1°6 Q BATH ,n 5 5H, O.H.C. OINSULATE M LINE OF 5ECOND-' 8 O FLUSH FRAME 1 WALL5 ■ TO FURRING 1 50 GAL. 51 FLOOR ABV. INSULATE J 1 r'"\ � W.H. WALL5 51 PORCH 1 9'-4" PLT. HT. ►� KL — — NOTE: 2x8 WALL 1 ■ _ "� ALL INTERIOR PAVERSLIA ANGLED WALL5 i L__�'_—J ARE AT45'(UN.oJ ■------- ■ 54"x2211 ATTIC ACCE55 ■ ■ O ■ ■ HEADER 5EE T.O.M. ■ 2 CAR GARAGE ELEVATION AFF' 20'-0"x2o'-O" T.O.M. 9'-4" PLT. HT. 91.411 z AFF. 0 LINE OF GARAGE DOOR IN OPEN 1-051TION ■ ■ r--— — _ --------7 i 1 I REFER TO 5HEET 242 ■ 1 51 i ■ FOR MAIN FLOOR (TYP.) \ I PLAN DIMEN5ION5 N.B. 1 \ 1 y 116.00-0 O.H. GARAGE DOOR OpT.O.M. PAVER DRIVE / LEAD WALK AFF, AA 35E G.C. VERIFY LOCATION OF 5HAMP00 NICHE VARIES (5EE PLAN), M,41N FLOOR STRUCTURAL LEGEND 8" K.O. BLOCK FILLED WKI) 05 BAR OVER 811 - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) S BAR, IA - 8" K.O. BLOCK FILLED WKI) 05 BAR CONT. OVER 6" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL WKI) "5 BAR, GROUTED SOLID. _ 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/lU BAR U3' _ 5" LINTELS 5HALL BE FILLED, BELOW 8" KO. BLOCK FILLED AND REINFORCED W/(U 05 BAR. ® - PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP50N HTT4 CONNECTOR5 AT BA5E. - PROVIDE (3) 24 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE, ® - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 0513 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 51MP50N 1-5TA15 STRAP. THE JACK-5TUD5, IN TURN, MU5T BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. PROVIDE (3) 26 5TUD5 W/ (1) 6IMP50N HTT4 CONNECTORS AT 5A5E, ® - PROVIDE (3) 2XIO 02 5YP BEAM PER TYP. DETAIL5 "J/521' AND "Q/5311 STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN. •. ALL WOOD LOAD BEARING HEADER5 TO BE (2)12 5YP 2X8 UN,O. • ALL EXTERIOR WALLS TO BE CONSIDERED 5HEAR RE515TING COMPONENT5 NOT A 5PECIAL FLOOD HAZARD AREA ``�ot000tAr��'' �� \ •••or rrry A, �n� '�• _\c p r� 411 rW r+ ` % a e� UA ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR C PER G55) FLAT LATEX A g , GB KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT (C INTERIOR TRIM PAINT TO BE SMOOTH FIN15H TM WHITE LATEX SEMIGL055 TRAY CEILING SECTION 5CALE: 112" - I,-01I TRU55E5 ATTIC ACCESS DETAIL 5CALE: 1/21' -- 1411 NOTE: CJ. = RECOMMENDED MA50NRY CONTROL JOINT. ■ INDICATE5 105 ♦ INDICATE5 2 05 HATCHING LEGEND IN5ULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALL5 (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA60NRY WALL5 R 4.1 KNEE WALL R 30 GARAGE FRAME WALL51 R 13 MAIN FLOOR PLAN NOTES- 5CALE; 1/4" - II-01I GARAGE LEFT x U ro. too � aI )~ pE�v .� M N 6Q',JM . ,1 f.. L m LL • 00 2 _ ~ :2 .0 o 0 Co LL rn N O ro0 0 Z�� JOB NUMBER 28002 CAD FILE NAME LOT 223 ISSUED 04-09-18 REMISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORMA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W DAVISBEW&CUM TANWA • DEl,- E EST.1994- qI !'I 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 CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO REIN 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 7HE ENGINEER. SEALED FOR STRUCTURE ONLY vI 0 Uj O 0 z W 0 z H O O M pe N 0 N J O • TITLE • MAIN FLOOR PLAN NOTES • SHEET2A1 " 10 -011 14'-/AII ■ ■ cq WSJ ■ ■ — ■ cA 'co ■ QII QII all 8R LANAI I - -- - I F- I �o S' I 4' m" 8'-2" M.O. 5'-1m" I 124" I I I I� GATHERING OWNER'S SUITE ROOM M ■ ■ V-211 SI-Im" 5'-011 ■ N N 76'-C� 3'-6" 2'-Im" 2'-611 ■ CIA 0, BATH _ o ■ DINING ROOM I I = I M 21-01I b � 'Y1 QI1 I (J 'ti-611 I G1.4h ✓ 6'-mB 21-/ 11 J YJ � ■ I _ --- — JL_ t7 _J / I LAUN I 31-KJJ./_II -/Ail MKJ� E —I— o KITCHEN 00 _Y HALF Q BATH — ■ pl-Q11 6'_311 21_p� 3'-4" 3'-S" 5'-mll I PORCH ■ 2 CAR GARAGE ,— -- —---- ------------ -----, I I I ■ I I I ■ 1/ -0111 M.O, VV VJ I I • ' ■ Al. 21-QII V 11-611 5'-41' 1'-S" 21'-4'1 61.811 V 3m1-m" REFER TO 6HEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLA N DIMENSIONS SCALE: 1/4" - 1411 GARAGE LEFT .rrrrl. x 0 C LID 0 0 O J I� h �A 0000 Y/ (h > �JM Lin ■■ ` • C 0 ro ro=T~ J V � ocaCO 1 LL O 6 COcc�h ZrLeP • JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925 .1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • 17ENVER - i EST. 1994 �1^16 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 a 1 PauL D. KIDWELL, P.E. #52683 �ANDREEW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE 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 ) 0 b- W O O Z O ,�/ LrL F--� o rc _ rie �- o M poo N 0 N J O d rnriwiwrrrrrrr 1989 1 T1 TLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • 2A2. X PROVIDE PAN AND DRAIN UNDER A.H.U. 24" H. METAL A/C STAND TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 F_4QI_ V) WINDOW CALL -OUTS (D 2011 I818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. uj = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J � 0 36" 1830 5H 2O30 5H 3030 5H 4030 5N z 48" 0 1840 5H 2O40 5H 3040 5H 4040 5H z 60" �S 1850 5µ 2050 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINE)OW5, u� W WINDOW 5125 AN[) IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW u5E1) (51NGLE HUNG-5H, CASEMENT- G5MT, OR FIXED GLA55- F.G.} ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 6TN EDITION (2011). * * * * UPPER FLOOR STRUCTURAL- LEGEND ® PROVIDE (3) 2x4 6TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 0 - PROVIDE (3) 2x6 STUDS W/ lU 51MP50N HTT4 CONNECTORS AT BASE. IC — PROVIDE 2-PLY 1.15" x 12" LVL REAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C, FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. II — PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (I) 51MP50N L5TAI2 STRAP. STRUCTURAL NOTES • ALL LA'S TO BE Fb-2950 P51 MIN, • ALL WOOD LOAD BEARING HEADERS TO BE (2) 42 5YP 2X8 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F,B.C,R - 6TN EDITION (20111 R3121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A57M F 2090 PER F$.CR - 6TN EDITION (2011) R3121 ATTIC ACCESS DETAIL SCALE: 1/211 14 II TRUSSES ®e���tttrrrrLeeei • N � C) i I- • Q �V i / ••• mil••• UPPER FLOOR PLAN NOTES INCLUDED ELEV. SHOWN 5CALE: 1/4" - I1-011 GARAGE LEFT x ro C �o N o � �� to �NMM > > .,I M Q m LL . 00 J V ON olco E �= roc, L 5 * N ►. U) (� 4+ Z-2, JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAIt, FLORI[>A 39677 813.925.1300 TEL 813.925.1800 FAX W W W.L7AVISBEWS,C.OM EST.1994 �116 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE. PRE-ENGINEERED TRUSS MANU F, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V r O uj 00 o� M N N z z� t � � � Q Q 1989 lk • TI TLE • UPPER FLOOR PLAN NOTES • SHEET2B1 • I UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • C x ro �; U r 0 0 � �0 NI Mrn `! a20 � N ! r 4. o->yJM L• `6 0 C MTh J M �w E 6. 0 � Co I U. J-- t N o . f0 Zr�a lrlrr • JOB NUMBER 28002 CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR.IDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBE'WS.COM TAMPA • DENVEFL a EST. 1994 11 �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 1 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 l O u a 0 rc z m 0 z o� o� zry F- a M C]C N o N J a� _�Illlr 1989 • TI TLE • UPPER FLOOR PLAN DIMENSIONS SHEET 12 B2 • PLT. HT. in SHINGLE ROOF 412 SECOND F.F. LINE v' T.O.M. MAIN F.F. LINE _ 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. \12F---� /4:12 # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. MAIN ROOF -------------------j------------------ VENT REQUIREMENTS j VENTILATION CALCULATIONS ATTIC AREA =1126 SQ. FT, / 300 = 3.75 SQ. FT. X 144 = 540 SQ. IN, I j HALF AT UPPER 2/3 ROOF VENTS = 270.24 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 OFF -RIDGE VENT (TYP.) I HALF AT LOW SOFFIT / EAVE VENTS = 270.24 SQ. ACTUAL SOFFIT VENTILATION = 629 SQ. IN. I I I I I I I I 6:12 n 6:12 I j I I I I I I I N I I LL VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT IF MORE SOFFIT INTAKE VENTING IS REQUIRED REFER TO SHEET "RVD" FOR BOTH TILE AND SHINGLE ROOF APPLICATIONS. G,C, VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, yy I � � I I OL I L 66:12 I I r i I — �.,------------- I I � I I 6- TYR - - - - - - - - - - - - - - - - - - - - - - - ' 12• I OVERHANG AT HIP I 6:I2 6:12 i i I I I OL I I I GARAGE ROOF VENT REQUIREMENTS �e ya I VENTILATION CALCULATIONS I I ATTIC AREA = 557 SQ. FT. / 300 =1.86 SQ, FT, X 144 = 267 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS=133.68 SQ, IN. I j # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS=133.68 SQ. IN. ACTUAL SOFFIT VENTILATION = 423.6 SQ. IN. AA ROOF PLAN. SCALE: 1/8" : 1411 — 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING CN 3/411 THICK NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINI6H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5615 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. THICKNE55 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" : 1'-0" 12 T6 12 6/SHINGLE ab ROOF? - - - - - PLT. HT. _ /6TUCCO ZIP On FIN15H 7 T12 8 SHINGLE Q6 SECOND F.F. LINE ROOF 7 SECOND F.F. LINE _ 5 T_ T.O.M. rp i 4 T.O.M. r /TEXTURED -TEXTURED FIN15H 9 Zp F.F. LINE _ _ _ _ - -MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : 1411 WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER RIB-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 612 ab LSNINGLE ROOF/ PLT. HT. PLT. HT._ — /5TUCOO �o * FIN15H 7 F.G. SHINGLE /� SECOND FF. LINE ROOF 4� a 4 SECOND F.F. LINE T.O.M. _ TEXTURED FIN15H ftTEXTURED r, '� FINI5H a-, MAIN F.F. LINE _ _ _ I TEMP' T JI _ MAIN F.F. LINE _ GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8"' : P-011 12 12 GIRDER7� Q6 GIRDER TRUSS ROOF TRUSSES TRU55 AT 24" O.C. (TYPICAL) 122 6 LOFT /2-6TORY R. Q6 GIRDER 12 VOLUME UM ROOF TRUSSES TRU55 AT 24" O.C. 4 -�— FLOOR 5Y5TEM —► (TYPICAL) BEAM co BEAM CONC. _ LINTEL ❑❑ GATHERING KIT. 2 CAR GARAGE DININ SECTION AA. SCALE: 1/8" : 1411 (ASSUMED)~ FRONT ELEVATION - SCALE: 1/4" : 1'-0" 12 SHINGLE 61% ROOF PLT. HT. 01-�II STUCCO G FINI6H 6� 12 6� SHINGLE SECOND F.F. LINE 811 ROOF /TEXTURED ❑❑ /TEXTURED �, FINIS>�I �� FINISH �l Doll TEMP. �l MAIN F.F. LINE _ _ __ _ _ _ _ - --- - _ GRADE LINE (ASSUMED) L5HINGLE ROOF? /STUCCO TEMP' FINISH � 4" BANDING RIGHT ELEVATION PLT. HT. _ SHINGLE ROOF 12 ROOF 5EGOND FF. LINE D.M. MAIN F.F. LINE( x LO U N toO 0 co N N ON(O 4 T :. . -JM i. D jL . 0 0 ° G cm 0 .- 6. cl) fit; Z� JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, R ORiDA 34677 813.925. 1300 TIE,%. 813, 925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER. -� EiST. 1994 011 III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 v 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 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 V 1 r. O d- ui T O O oC � m Z (� O re W I- O 1 M pe. N O N T O T I- • 1989 • TI TLE • FRONT ELEVATION DETAILS • SHEET • INCLUDED ELEVATION GARAGE LEFT �^ BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING Jr MA i t:KIAL F t:K :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN gk BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING `\ SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND 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 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i 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�ST fJ�P WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) Fz gP� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE I -FLASHING RESISTIVE BARRIER i r 2 1 i 2 i DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SIELF-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 EXTERIOR SHEATHING SILL PLATE FLASHING (ASSEMBLED WINDOW) FLASHING NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL/ 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. W-fl. "C lTIMZ97:1 STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x m C too JOtoo 0 JMh�, rn U) @ m N 'a 6 Dtih 000 OJ �O � LLYroE� cli 60 or, (020 z cli JOB NUMBER 27002,000 CAD FILE NAME FL ISSUED 01-05-18 REVISED ml DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAk FLOMDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W DAVISBEWSCOM TAN4PA • DENN/ER. a EST. 1994 • TITLE • FLASHING DETAILS • SHEET • SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING ..] DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW / SELF -ADHERED FLASHING NAILING FLANGE ASPHALT SEALANT: WALL SHEATHING CONT. GALV. " TEXTURED, PAID" EXTEND MIN. OF 6" �j/ FLASHING PER "L OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FII j SPECIFICATIONS ROOF CRICKET: j MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I 6" „!` ! BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER DIVERTER M FLASHING S° DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ^r °` HOLD EXTERIOR FINISH 2"ABOVE A z ROOF FLASHING CAULKING ''.,` "''. ..'<:•,.. ! 1 Y ! ! WOOD FRAME —\ CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF----_ JOISTS UNDER DECKING (SEE DETAIL WP07) , WEATHER RESISTIVE BARRIER — DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN ib UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING .:,�y„ a,.r , SELF -ADHERED FLASHING „ SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR �( -- -- WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB &HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD �1 SECTION -A (SEE DETAIL WP02) SELF -ADHERED a FLASHING 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 EXTERIOR DOOR WITH DECK INSIDE CORNER FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV. 'L' FLASHING TYPICAL. / ROOFING FELT \\\ i DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TF CONT. GALV. "L' FLASHING PER / MANUFACTURE' SPECIFICATION; _ OVER ROOF ROOF MATERIAL PER SHINGLES W/ TP 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 RING 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 R�p°E CONTRACT F°°F �E�K METAL DRIP EDGE TO �y BE UNDER �h,RFgs'y/N UNDERLAYMENT AT 40 OC,�OS S,O ROOF EAVES `syq< R°°F o�cK Zo TYPICAL ROOF TO �° q,�gti �No�R,��M��K WALL FLASHING DETAIL FggTtiTOo�°v�GpVR�'� \ gE 2Np �5� co , RAKE METAL DRIP EDGETO BE OVER 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS 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 ?F/ / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: �\ i THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING 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 V BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH )UBLE JOIST rug �r �< c w � 7 , r i ,1 :AM BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING .� 3 MIN I *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. FLASHING DETAILS rrrr x m C 10 0 Jp �O 0 Jr"iN ' 6.rl 2��M 11 L. W >>JN t L• Q©LLM 0 0 -0 .. 0 C0 >tE jL— (D 0 N =-a:m ` lCCC o n ZNLd' • JOB NUMBER 27002, 000 • CAD FILE NAME FL ISSUED 01 -05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • nENVER EST. 1994� rrr�mirnmm�rrrw • TITLE • FLASHING DETAILS I FL2 II N.T.S. G.C. VERIFY: LOCATION OF DISPOSAL GF.I. OUTLET 15 UNDER SINK CABINET MICROWAVE OUTLET +14" ELEC, METER W.P. G.F.I. FOR— T.U.G. SERVICE G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED ------------------ ROUGH. IN � J FOR OPT. WP. I I W.P. A/C PAN/LIGHTGF.I. 1 GF.I. pISCONN 3 SD SD � WALL MOUNT ® / AT 8'-8" ROUGH -IN GATHERING ROOM </ FORM. OWNER'S SUITE . UP TO FAN/ LIGHT 1. • GF.I. O1 � HORIz. �— OWNERS BATH -MAKE-up LIGHTS PENDANT (VERIFY I LOCATION) I (VERIFY) CH W.P. DINING ROOM GF GF.I.I 220 Y ) KITCHEN GF.I.; 150 AMP. ELEC. PANEL F_ I GF.I. AT 48" IRRIG. r—Vr � f GF.I I I 220 7 1 L__J LAUN. SD CM ,O \ ZBATH PANEPENDANT 7—\ (VERIFY\LOCATION) I Q HALF �\ PORCH GF.I. n AT 4811 G.F.I. 0 \ _ 1 AT 48" 1 ^ 1 LIGHT AND SWITCH Q� r IN ATTIC — — GDs OPENER 1 r W.P. G.F.I. _---- L_ 2 CAR GARAGE GF.I. FlxruRE CLG, GF.I. OUTLET FOR GD. OPENER -----------------� GF.I. AT 48" l x�o GF.I. COACH -r \ / `r LIGHT �� /� COACH LIGHT L C`fRIC L <E�r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET K)E F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-6WITCHED DUPLEX OUTLET gD SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH ID DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN 4--- TRACK LIGHT m#m FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER = ELECTRIC PANEL —= DISCONNECT SWITCH (D SPEAKER (OPTIMAL) ROUGH -IN FOR OPT. CEILING FAN v � c/ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G \> ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTER5 (GF.D 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: 8WITCHE5.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTOR$ 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 KITCHEN$, SLEEPING ROOM$, FAMILY ROOMS, DINING ROOM$, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.i. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.G.I. PROTECTED (GF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, EB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0851L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ $HALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS $HALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE D TYR 014 AND 012 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED 010 COPPER TO WATER HEATER UNDERCsROUND +b COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISION6 OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT x m w o to 0 J N- N' n O, am ' _I M Oaij• 00 roC .• _jc 0 > E LLr roCM L 0;; CM .- `� +� 0 Zia • JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDS MFL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • nEIVVER. a EST. 1994 F`�� 9=8 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SWEET • i G.C. VERIFY ALL SMOKE DETECTOR$ TO BE HARD -WIRED * * * ELEC I fRICAL <E"'T- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w,P WEATHERPROOF DUPLEX OUTLET K.F.,, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-6WITCHED DUPLEX OUTLET f gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR * 220 VOLT OUTLET I WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER 6WITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE g EXHAUST FAN i EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIME$ (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) sc SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEV16ION (OPTIONAL) Q THERMOSTAT R ELECTRIC METER AMR- ELECTRIC PANEL —j DISCONNECT SWITCH SPEAKER (OPTIONAL) cU/> )RIZ. ROUGH -IN FOR OPT. CEILING FAN v J 2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINI6HED FLOOR, SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR$. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLOR6, LIBRARIES, DENS, 6UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI), 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH N.F.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 CARBON. MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. X co x. C U 00 N _j hW N� rn N C9 L L M ° coj- L 0 0 . 0 o:�c0 , u.J0, L .5;: N +, o '. co y� T 0-20 Z V JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REVISED ram•----- EWS DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 $13.925.1300 TEL 813 . 92.5 . 1500 FAX W W W.17AVLSBEWS.COM TAMPA • DENVER EST. 1994mmmmmmmma ow w Y O O �z m� z ryoo 0 re =0 M � N o N J0 < DAVIS 1989 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET ��� • GARAGE LEFT4B I FLOOR TRUSSES ROOF TRUSSES 0 .r` • • Tom?% CJ FRAMING FASTENER CAPACITT LEGEND O 5IMP50N MT5M16, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN ITYP, 11 5IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A,B.+ (I6) l0d FRAME TO MASONRY) EMBED A.R. INTO MA50NRY KO. BLOCK 12'' (MIN) 5ET BOLTS IN �2 5IMP50N META18-40 - (8)10d x I-I/2" (TYP. FRAME TO MASONRY) 5IMP50N 5ET-XP EPDXY, (TYP 5,Y,P. FRAME TO MA50NRY) 12 5IMP50N HIOA - (18)10d X 11/2" (TYP. 5YP FRAME) O 5IMP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 I/4" TITEN (TYP. FRAME TO MASONRY) 13 6IMP50N MT512 - (14)10d 11/2" (TYP. SYP FRAME TO FRAME 5IMP50N LTT205 - (10)-10d + 1/2'' x 10'' A.5 (TYP. FRAME TO ALL-AROUND) MA5/FRM ALL-AROUND) 14 51MP50N L5TAI8 - (14)10d (TYP. FRAME TO FRAME) O 5IMP50N HETA20 - l9) 10d x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO O 51MP6ON HTT4 - (1) 5/8" d1a, A.S. + 18-16d BOLT IN 5IMP50N 5ET FRAME ALL-AROUND) EPDXY. EMBED A5.5" (MIN.) INTO CONCRETE (TYP. 5YP FRAME 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) TO CONCRETE) ® 5IMP50N HTT4 - (1) 5/6" DIA. ATR + (18)16D. EMBED A,5. INTO 17 (2) 5IMP50N MT518 - (14)10d 11/2" AT EA. 5TRAP (TYP. 5YP FRAME TO MA50NRY K.O. BLOCK b (MIN) INTO MA50NRY K.O. BLOCK WITH FRAME) 5IMP50N 5ET EPDXY. (TYP. 5YP FRAME TO MA5ONRY) 18 (2) 6IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME ® 5IMP50N HTT4 - (I) 5/8" DIA. ATR + (18)16D. EMBED A.S. INTO TO FRAME) MA50NRY K.O. BLOCK 12" (MIN) INTO MA50NRY K.D. BLOCK WITH 19 5IMP50N 5T6224 - (25)16d (TYP. FRAME TO FRAME ALL-AROUND) 0 5IMP50N 5ET-XP EPDXY. (TYP. 5YP FRAME TO MASONRY) 0 5IMP50N MGT - (1) 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) 20 (3) 5IMP50N HT520 - (24)10d 11/21' AT EA. 5TRAP (TYP. 5-Y.P. FRAME INTO MA50NRY K.O. BLOCK WITH 5IMP50N SET-XP EPDXY, (TYP TO FRAME) 2-PLY TRU55 HEEL TO MA50NRY) 21 (4) 5IMP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP. 5YP FRAME 5IMP50N LGT3.5D5 2.5 (12)1/4" x 3" 505 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 MASONRY) ® 5IMP50N M5TAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1.10d 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME ® 5IMP50N HTT5KT - (1) 5/8" DIA, A5,+ 26-5D 10" x 2 1/2" BOLT IN 24 6IMP50N HT5MIb - (8)10d x 11/2" w/ (4)1/4" x 2 1/41' TITEN 2 (TYP. 5YP 5IMP50N 5ET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N M5TCM40 W/ (14)-16d 6INKER5 AND (10) I/4" x 21/4" TITEN 2 10 5IMP50N 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 5OLT5 IN 51MP5ON 5IMP50N M5TGM60 W/ (20)-Ibd 51NKER5 AND (14)1/4" x 21/4" TITEN 2 2�SCREWS 5ET-XP EPDXY, (TYP 5.Y.P, FRAME TO MA50NRY) NOTES: 1, TRU55E5 ARE SHOWN A5 PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 16 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING L15TED, 2, CAPACITIE5 ARE A5 PER 5IMP50N 5TRONG-TIE CATALOG (C-C-2011), AND ARE PROVIDED FOR DEFERENCE. SEE MANUR FOR OFFICIAL CAPACITIE5 AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLU5TRATION PURP05E5 ONLY. TRU55 MANUFACTURER TO PROVIDE 5EPARATE LAYOUT AND TRU55 COMPONENT DE51GN 51GNED AND 5EALED BY A FLORIDA REGISTERED PROFE55IONAL ENGINEER TfRU55 DESIGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S IN5TRUCTION5 MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL UNLE55 NOTED OTHERU E: I: ALL ON STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EAC TRU55) / (5)10d x 1-1/2" (UND.) 2: ALL TWO 5TORY MA50NRY TO TRU55 CONNECTION5 TO BE 5IMP50N HETA20 (32" O.C. MAX.) W/ (9)10d x 1-1/2" («5EE STRUCTURAL 5HEET5 FOR ADDITIONAL 5TRAPPING REQUIRED,$) (UNO.) 3. ALL FRAME TO TRU55 CONNECTION5 TO BE 5IMP50N HIOA W/ (18)10d x 1.1/2" OR 5IMP50N HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.D.) 4, AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTION5 A 5IMP50N M5TCM60 MAY BE 5U55TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S 6PECIFICATION5 FOR FULL CAPACITY SPECIFICATION FOR LEDGERS (THE: FOLLOWING SHALL APPLY U.N.0) LEDGER A (LA) - 2x4 PT UU/ 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 IS A REQUIRED TERMINATION FOR THE: SHEATHINGS DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY LUALL. A TRUSS 815TERED TO THE WALL IS NOT AN ACCEPTA5LE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (L5) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (1(o" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO), NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/6" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI(o AT TOP CHORD 5EEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR SETTER CONNECTORS ARE ACCEPTA5LE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 8DS25600 SCRELUS AT EA. STUD 06" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.5. AT 12" O.C. STAGGERED UJ/ BIMP50N H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MA50NRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 61STERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD525(o00 SCREWS AT EA. STUD 06" O.G. MAX.) W/ SIMPSON HU/HUC26 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTA5LEE. NOTE: AT 5 C 09 D, HU/HU 2 - OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLI HANGERED TRUSS ATTACHMENT, RESPECTIVELY U.N,O. 101316 INCLUDED ELEVATION W/ LANAI TRUSS STRAPPING PLANS GARAGE LEFT x ro t. to too o oc N C9 L. > 5Jcm" L■ L■ 0 OO roj-0 p % V O o cc iL0 rn L cm � ro� o0. of • JOB NUMBER 28002 • CAD FILE NAME LOT 223 ISSUED 04-09-18 REWSED DAVIS BEVVS DESIGN GROUP �o STATE srl�-r sAsr OLDSMAR, FLOR]DA 39677 si3 . 925.1300 TEL si3 . �s . isao FAXW W W.LaAVLSBEW&COM TAMPA • LJENVER EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 ANDREW 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. 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 V .. C) u 41— O Z W O U I"'rr' ac r O M DC N 0 N J 1 O 1 1989 • TI TLE • TRUSS STRAPPING PLAN • SHEETTR • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 7/0" STUCCO OVER 1/16" 065 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULE5 (FLOOR, ROOF, UJALLP A5 PER DETAIL 0162. PRE-ENGINEERED WOOD PRODUCT5: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER 5HALL 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 TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 8 A5 SUCH, 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE DELEGATED ENGINEER IS RE5PON515LE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATION5 8 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENT$. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS 6 THIS TIME 8 RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RE5PON515LE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN 5U5MITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E& TO BE DE5IGNED U5ING THE MOST RECENT TPI CRITERIA. TRUSSES TO 5E HANDLED 8 INSTALLED U51NG M05T RECENT SCSI RECOMMENDATION5. TEMPORARY B PERMANENT BRACING SHALL BE PER M05T REGENT 5C61 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENT5 APPLY. TRU55 ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DE51GNED FOR BOTH GRAVITY e 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. CON5TRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 5PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENT5: • THE USE OF PRE -CAST 4 PRE-5T1RE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN TH15 DEIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS 5HALL BE INSTALLED PER MANUFACTURER'S 6PECIFICATION5. PRE -CAST LINTELS HAVE BEEN REVIEWED 6 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TCRETE. USE OF CASTCRETE 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 PURPOeEe ONLY. • THE INFORMATION SHOWN 15 THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, BE RES ONSIBLEFOR IN&URING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT ITH S BEEN INSTALLED PER MANUFACTURER'S 5PEGIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE 5EALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL B TRIM: • ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH AL50 ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTAGHMENT5 ARE INTENDED TO PROVIDE A 5A5E GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE 115Y5TEM" 16 NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL 11515TER" ALONGSIDE THE FLOOR TRUS5/JOI5T/5EAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1J2" NAILS AT 50TH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED D THE •• ATLOCATTIO STAGGERED WHERE TBHE FLOOR SOY5TxEM BELOW TTHEGUARDRAIL R15 PARALDLEL TOT TTHE GUARDRAIL, THE 50T OM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROW5 OF &IMPSON 5D525600 SCREWS AT S" O.G. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE 50TTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (5HEATHING MAY BE VERTICALLY ORIENTED), 5RIDGING THE HINGE POINT. ON THE NON -OPENING 51DE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE BOTTOM PLATE WITH SIMP&ON 51=1 •• IFANGUARDRAINECTORS AL/KNEEHWALLDTERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 81STERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (() 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 KNEEWALL& THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X OP PLATES, STRUCTURALLY CONTINUOUS. TT M AT & WITH (3) 0,131 X 3-1/2 TO NAILS O •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND 50 O PL E E L R •• EQUAL. THAT THESE ATTAGHMENT5 AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RE515TIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 & 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILING5 TO BE 1/2" DRYWALL. • 2 STORY HOM 5 W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY d LANAI CEILINGS TO BE 7/511 STUCCO OVER 15/32" OSE3. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAIL5: 00 NAILS SHALL 15ECORR0510N-RESISTANT NALIS CONFORMING TO ASTM F1667 OR AN EQUAL CORROSION RE515TANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, 6TAINLE55 STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RE6I5T,4NT MATERIAL, OR CORROSION RE515TANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TAS114, APPENDIX E. • SHINGLE UNDERI-AYMENT: MIN. 300 FELT (OR PEAL 8 STICK) INSTALLED PER MANUFACTURE 5PEC5 * FBCR 9�D5.1.1 • TILE UNDERLAYMENT: PEAL & STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 2(o GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECT I ON5. BRICK 8 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT 5PAN5 THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE F,"X(o"X3/0" STEEL ANGLE W/ 1/2" PIA. X 5" SIMP&ON TITEN HD ANCHORS 's 24" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 61ZE PER 5.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/S" STEEL ANGLE W/ 3/S" DIA. X 4" LAG 5CREW5 a 12" O.G. W/ 4 LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 8 F.B.C. CRITERIA, OR BY OTHER5. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FIN15HE5 SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RE5PON51BLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DE51GN 15 BY OTHER5. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO REQUIRE BRICK/STONE BEARING ON TRUS5 SYSTEM BELOW, TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR 5UCH AREA5, & LIMIT DEFLECTION TO L/600 IN THERE AREA5 FOR PURPOSE& OF BRICK SUPPORT. • FOUNDATION5 HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONE, • 5RICK/6ONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIE&, FLA5HINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/&TONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY e NATURAL STONE. SIMULATED PRODUCTS 8 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S &PECIFIGATION& 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). la AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/ACI 530/145CE 5), 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 8 OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 8 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPL) LATEST EDITION. I. -I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION, 1.0'. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION, 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -I PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (5EE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: L I VE 40 PSF DEAD 15 PSF 2.4. FIN15H MATERIAL 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 TRU55 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 TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 45 PER 2.4.1, STANDARD CEILING FINISH 15 5/S" 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 15 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.OJ. 4.3. REINFORCEMENT REBARS 45TM A615 GRADE 60 (U.N.O.). 4.4, WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER 45TM Clllro TYPE III 4.13. USE 0.1%, BY VOLUME MINIMUM (1.5L55/CUYD). 4.5. LAP SPLICES & NOOKS SEE TABLE. 5. MASONRY: 5.L MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530RASCE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN.- 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA. EXCEPT 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 15 f'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH 15 THE ALLOWABLE STRESS METHOD, 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. E.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476, GROUT SHALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF 8"4" 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR, 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1-300 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 K51 RE5AR (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- ! al. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.5. 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 $ CONDUITS ARE NOT APPLICABLE. 5.4.2, ACCESSORIES ARE NOT ,APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS A5 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE55 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/A5CE 5. MASONRY CONTROL JOINT5 MAY BEINSTALLED IN ACCORDANCE WITH E/51 HOWEVER, ALTE RNATIVE NATIVE AGCEPTAB LE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/017, AND 'MICHIGAN CONTROL JOINT'. ro. 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 8 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED s BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER 5HALL BE S.Y.P. 02 OR BETTER. 6.3.3, INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED e l(o" O.G. 8 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.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 4*2 GRADE U.N.O, 6.3.5. INTERIOR NON -LOAD BEARING WALL5 SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF, 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 6-0 � MID -HEIGHT, 8 SHEATHING JOINT. BRACE GABLE END WALLS ' 4'-0 O.C. MIN. 6.3.7. 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 B 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. 6.6.1. 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, O ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6 6 2 WALL: 7/16" 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.): 6.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., U5P, 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 8 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 7/1(oAPA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/62, ATTACH TO SLAB WITH 1/2'' DIA. x 10'' A.B. 15) 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMP50N 5D525600 'a 24'' O.G. MAX. TO FLOOR TRUSSES OR BLOCKING 45 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 6IMP50N HT616 OR TO BLOCKING ABOVE ia 24'' O.G. A5 PER DETAIL 'F'/52. BLOCKING DEFINED (THE FOLLOWIN6 6HALL PP YU.N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 U5ED A5 A GENERIC TERM. TH15 NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIGOUE:' • BLOCKING 5HALL BE 2X4 #2 5YP, U.N.D. • BLOCKING 5HALL BE ATTACHED WITH (5) 0.131X3-1/2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE 5AME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATNI5E), AND 5HALL EXTEND TO FILL THE CAVITY FORMED BY THE 5TUD5. U.N.O. • BLOCKING NITHIN A FLOOR TRU55 WEB 5PAGE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRU55 (ON END), ,AND 5HALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAC70NAL NEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE NEB MEMBER, AND A 5ECOND PIECE 5HALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING NITHIN A ROOF TRU55 WEB 5PAGE 5HALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLA4TN15E NITHIN THE PLANE OF THE TRU55 NEB, ON END. BLOCKING WITHIN THE TRU55 5HALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENT5, IT SHALL EXTEND FROM THE TOP CHORD, TO NEB MEMBER, AND A SECOND PIECE 5HALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR NHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING U5ED TO FILL VOID 5PAGE (I.E. THE VOID 5PAGE BETWEEN THE BOTTOM PLATE OF AN UPPER HALL TO THE MA50NRY OR FRAME HALL BELON WITHIN THE AREA TAKEN UP BY TRU55 NORK.) FOR TRAN5FERRIN6 UPPER POINT LOAP5 (I.E. STUD PAG1<5) TO LOWER COMPONENT5 SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE 5AME HOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 5HALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND 5HALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING NHIGH SUPPORTS THE 5HEATHING JOINT5 MUST FOLLOW THE HIP OR VALLEY AND 5HALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR ANCHOR 5OLT5 (THE FOLLOWING 5HALL APPLY UNO) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5 • ALL 1/2" DIA. OR 5/5" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL AWAI I wLvF L MINIMUM FMRF:nMFNT nF (-611 FLIMITATIONS 0ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5L,455 SHALL (THE FOLLOWING F'PLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 7" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHEC<ED THE 5HALL CONTROL. HED DESIGN FOR ITS STRUCTURAL • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 I ANCE WITH SECTION R301 OF THE ND 15 ADEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE ING CODE, RESIDENTIAL 6TH ED., ANO IS NOTONSIBLE FOR THE DE51GN'5 ARCHITECTURAL DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE ,It%R DRAFTING CRITERIA RE. - DIMENSIONS, NOTATION TO USE SAME. %1 ETICS, CONTINUITY OF LAYOUTS, ETC.) ANYNTINUITY IN OESIGN IS THE RESPONSIBILITY` E DESIGNER. 4-3\\ ONE 5PECECATION FOR LANDING5 4 STAIR CONFRUCTION Z di - (THE FOLLOWING 5HALL APPLY U.N.O.) • ALL 5TRINGER5 TO BE 2-2X12 02 5YP. ��i2�r••' • •• • ALL 5TRINGER5 TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 5IMP50N L5C HANGER. iv000d • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: f s •• Q MASONRY/GONG. WITH 4" DIA X 3" TAPCON5 AT SI' O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• S WOOD WITH (4) 0,131 X 3�" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• CONC. W/ 4" DIA. X 3" TAPCON5 a 12" O.C. •• WOOD ATTACH W/ 0.131 X 3? NAIL5 AT 0" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X31" TOENAILS EA. • LANDINGS SHALL •• J016T5 O BEB2X8 02 5YP, FOLLOWS: SYP, MT AS . 6 16" O.C. of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. of IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X6 END J015T WITH (3) 0,131X3�" R.5. END NAILS AT EACH LANDING JOIST, 8 •• LEDGERS TO BE 2X811�5 ITFROM EACH JOIST TO KNEEWALL TOP PLATE. ••• (4) 0.131X3�" NAIL5 AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• J" X 3" TAPCON5 6 V' O.G. STAGGERED Q MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU626 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R3015 4 SECTION R312. CONFLICTS (THE FOLLOWING 5HALL FLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY 1N NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS 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 M05T 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 SQFT +28.6 /-117.1 PSF D15CLAIMER @ 20 SQFT +26.5/--109.1PSF (THE FOLLOWING 5HALL TEFLY U.N.O.) © 50 SQFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMEN51ON5 IN THE © 100 SQFT + 20.2 /- 91.8 PSF FIELD ,AND REPORT ANY D15CREPANGIES TO THE ENGINEER PRIOR TO STARTING ,ANY WORK. WALL. © 10 SQFT + 49.7/- 66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLESS OF Q 20 SQFT + 46 3/- 62.3 PSF MOW MINOR, WITHOUT WRITTEN, 5EALED APPROVAL © 50 SQFT + 44.6/- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY © 100 SQFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @G 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HArRMLF-55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6 48.9 PSF 1 INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATION5 ACCOMPANY THESE PLANS, THEY 12' WIDTH 42.9L- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL _+ 16'+ WIDTH + 42.0/- 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. MMOMEMENS "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, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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 2 0 LU FZOZ w�alDw wmWE Ixm0a 3 0 W O 0, F v "Sgi_n G. HLL Zy r-i z N jLL82;Uj OC z� ~ ~�oz-c z N >- M ¢ p ZvgncoOocl� i OZ 11 1'- Q r z w 0 0 � Foil-o zaaeOW¢H U- L 0 3$ zuZx� 0 Uivt7 CC LL Izn Zzwv�iv`Z mQZZ WUZWM Q �W/ W�ao wW��F Q' 1=aLLJ wWae Vi xQ�m µµ+� (i 0 cl JM p C) M N (' Ln M Z �M w n-M N N 00 �f♦f♦ W H Oct C 3:Ln LLJ 00 5 ZLLnQ :2Cw7 W J V-1 V 00 ^� J W X Q a u, g V1 �- 00 > a f/000 0 cc : < .. s .m, i Z • ' �.`cj� tip~ 1�� 'Caw 11 LU c DATE 03-Oc9-/43 SCALE NO%E,D DRAWN MK/PZ-K JOB content: Structural Notes Sheet number: N 1 142-21.5 FLOOR TRU55 Z BRG, SEE PLAN 1/2 DIA. x 8" TITEN HD a 48" O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIO416) 12 �(TYP.) SEE ELEv. 51MP50N 5P2 EA.5TUD 7/16" APA RATED 5HEATHINC SEE SCHEDULE FOR FASTENING 2X4 PT 5TUp5 a 16" O.C. OR (1)2X4 PT STUD a 24" O.C. UNDER COMMON TRUSS WK2) 2X4PT STUDS UNDER NIP CARRIER/GIRDER TRUSS SIMPSON 6P1 a EA. STUD -' 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. a 24" O.C. 51MP50N META20 a EA.5TUD u u " PRE- ENGINEERED WOOD TRU55E5 a 24" O/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) DOUBLE "2X" S.P.F. TOP PLATE CRICKET AS REQUIRED a .Y MAIN 5PAN ROOF TRU55 UPLIFT CONNECTOR (SEE SCHEDULE) M015TURE BARRIER 8 XS X16 K.O. BLOCK W/1 a �v1N A :4:. (1)15 VERT. IN CONGFILLED CELL FILLED W/2500 P51 GROUT W/ 5TD. 90' HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: AT 2x6 WALLS USE 5PH6 d\ 4 14=2-1/24. ° °It 4 .da1 �. ip 4 t�" d 4P / � ° .a I I ' \ d .4: a° d 8' I "E3 \ LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE & D BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE A.. 11511 licitD "All 11511CID11 03 11/5 41/2 1 15 21/4" 41/2 91/4 16 04 21/2 6 91/2 20 3" 6 12 1/2 21 05 3 1/5 1.5 II 3/4 25 3 3/4" 1.5 15 1/2 26 06 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 4 3/8 10.5 16 1/2 35 5 1/4" 105 21 3/4 53 "B - - - B" 12 24 3/4 14 13.5 28 95 CONNECTORS IN LIEU OF NOT FOR U5E IN THE HVHZ (DADE, BROWARD) INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) I06 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE: NTS INTO DBL UPLIFT) CONNECTORS IN LIEU OF TOP PLATE 5PH4 CONNECTORS SHOWN. TRUSS BRG. FOR WALLS LARGER THAN Rebar Lap, Embedment &Hook Schedule SEE PLAN 2x8, USE SIMPSON 5PI'5 ON EACH 51DE OF 5TUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO SCALE:NTS NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION REGARDLESS SP2'S ON EACH SIDE OF #5 VERT. WALL INSTRUCTIONS FOR SPACING SIZE) STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT NOTE:x6 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, WALL5 51MP50N 5PH4 w/ SEE TRU55 SHEET FOR (SEE TRUSS SHEET 6PH4 CONNECTORS SHOWN. SIZE) 5YP 2x4 MIN. THAT SUPPORT 12_Imd NAILS ADDITIONAL STRAPPING e �' NOTE` FOR 5CHEDULE) AT 2x8 WALLS USE 5PH8 STUDS a 16" O/C ROOF TRUSSES a NOTWITHSTANDING MANUFACTURER S - --- — CONNECTORS IN LIEU OF EITHER a COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 ---" 5PH4 CONNECTORS SHOWN. DIRECTLY OR a GARAGE TO STUD BEARING WALL (SEE MIN. 4 5HALL BE ATTACHED TO THE DBL. TOP PLATE-- - - (U 51MP5ON 5PH4 W/(12) led FOR WALLS LARGER THAN INDIRECTLY HOUSE WALLS PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 51MP50N SP1'S ON a GARAGE TO ARE TO BE 5TUD5 a 16 0/C A.B. AT 24 O.C. STARTING 9 MAX. EACH SIDE OF STUD TO INSULATE PER 1/2 GYP. BOARD 1/2" GYP. BOARD HOUSE WALL5 BUILT A5 " a 24" TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS BOTTOM PLATE 4 SIMPSON INSULATE PER BEARING WALL CALLS/5PEC5 I/2 DIA. x 8 TITEN HD FASTEN PER MANUF: MIN, AT EACH BOLT LOCATION. TRACK 5P2'5 ON EACH 51DE OF O.G. FOR A MAX. UPLIFT OF 2X 5.Y.P. "1 5TUD5 a 16O.C. CALC5/5PEC5 WlUPLIFT 1500 L55. ON EACH TRUSS SPECS. ATTACHMENTS TO THE JAMB ARE BY STUD TO TOP PLATES. (1) 6IMP50N 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" I/2" DIA. U.N.O." w/ 12-10d NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS a 2'-0" INSULATION OR PER ENERGY STUD (STRAP OR EXCEPTIONS) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL. CALC5./5PEC5. NEEDED ONLY DOOR MANUFACTURER 5HALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S SCALE:NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT 50LE PLATE 0'-oII 4 ,m 1L/'-0" DSL 51'P TOP PLATE (U 51MP50N 5PH4 WK12) 106 4'GONG. SLAB. SEE COMMON NAILS EA, STUD _ FOOTING SEE FOR WOOD FRAME WALL TO -- FOUND. PLAN FOR d. a i FOOTING SEEEl EE� FOUNDATION PLAN FOR -I 51ZE5 4 MORE INFO, SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE A5 PER MANUFACTURERS SPECIFICATIONS, CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR a TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 1/2" GYP. BD. CEILING -� TYP. SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION lx2 PT NAILER 1/2" DRYWALL VERT. WALL REINF. EMBED ACI 5TD. HOOK IN BOND BM. •5 BAR SCALE:NTS 12 (TYP) SEE CURTAIN NAILER PT ' lx4 a WINDOWS 4 5.G.D. WINDOW W/ SCREEN (WHERE APPLICABLE) Ix2 PT FIR STRIP a 24" O.C. 1x4 PT BASE NAILER ---�. 4"CONG, 5LA5. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, rDTypical Ext. Masonry Wall Section CMU WALL-5EE PLAN 4 SCHEDULE I: SCALE:NTS PRE -FORMED CONTROL JOINT - FOUNDATION PLAN A5 MA50NRY ATTACHMENTS THAT MORE INFO. EL V 0'-0" TOP OF SLAB FOR SIZES 4 MORE OCCUR a A LINTEL USE 1/2" x 6" SP4 TOP INFO, THREADED ROD SET IN Interior Stud Part. Detail 51MP50N SET EPDXY. SCALE:NTS 5EE FOUND. PLAN 2 X S.Y.P. STUDS a 16" O.C. -U.N.O. UI FOOTING SEE dri W FOUNDATION PLAN FOR LOAD BEARING OR `� SIZES 4 MORE INFO, CLEAN 4 COMPACTED 501L. EXTERIOR WALL 2 X STUD (95io MODIFIED PROCTOR PER ASTM D1557) -PRE ENGINEERED WE) TRU55 a 24" O.C. 8" C, M. U. Gara a Wall Section Brn all -R-38 INSULATION OR PER ENERGY CALC5. 10"x1/2"DIA, "J'' BOLTS 4 WA5HER5 a 1" X P.T.STUD-� "� SCALE:NTS W/ Uplift 2'-0" O.C. (MAX) N ;4. 15 VERT. IN FILLED -META20 UNLE55 NOTED OTHERWI5E SEE CENTERED ON WALL CELL TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR (4) 106 NAILS INTO BRNG WALL v TITEN HD TRU55 DBL TOP PLATE ELEVATION VARIES 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 DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF EXTERIOR FINISH 1/2" GYP. BOARD ELEVATION PAGES FOR IA TAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE UJ/ 10 I/2 I/2" GYP. BOARD \ 50FFIT/F C DE `- VARIES SEE ROOF PLAN 8"x8" K.O. CMU BOND BM. w/ 1 05 BAR CONT. (MIN LAP : 25") GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. 8"x8" PRECAST CONCRETE LINTEL a WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE PRECAST CONC SILL •5 BAR VERT, WALL REINF. CONT. TO BOND BEAM EMBED ACI 5T . HOOK 6" IN BOND BEAM. GROUT CELLS SOLID. 8"x16" G.M.U. PER A5TM C-90 (TYP.) FM:11300 P.S.I. (MIN.) W/ TYPE M OR 5 MORTAR PER A5TM C-270 IN5UL. PER CALLS. 4 SPECS ELEV 0'-0" TOP OF SLAB a, 5/8" CEMENTITIOU5 FIN15H PER FBCR 703.1.2 CAULKED JOINT 3/8" \-VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail $-'I SCALE: N.T.S. NOTE: SEE N-1I FOR ADD I T I ONAL /ALTERNATE PARAMETER5. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK COURSES ° p . �` '� - ° • °� � � GRADE (U 51MP50N 6PH4 TYP, o d . p ° P o — p 11 .C, C p FOOTING SEE FOUNDATION PLAN FOR( — SIZES 4 MORE INFO. — — — — -- — — —I - III � NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x 8 WALLS USE SPH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPI'S ON EACH 511DE: OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O:" 1/2" DIA x 6" AB OR TITEN HD a 24" O.C. IN REINFORCED CELL AT INT. SHEAR WALL ONLY USE SIMPSON H3 w/ 8-Sd NAILS FASTEN TO TOP 4 BOTTOM PLATE PLUS HORIZ, BLOCKING a 48" O.G. 2x4 PLATE M1551NG ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS 5PACED A MAXIMUM OF 24" O.G. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/6" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS 5PACED A MAXIMUM OF 48" O.G. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 45" O.C. IF RE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE:NTS DIA. "J" BOLTS 4 WASHERS a 4'-0" O.C. (MAX.) CENTERED ON 2X 5.Y.P. 01 5TUp5 a 16"O.C. WALL. (REFER TO FND 4 FLR PLN FOR WALL IN5ULATION OR PER ENERGY THICKNESS) CALC5./5PEC5. CONT. 2X PT SOLE PLATE 4"GONG. SLAB. SEE FOUND. PLAN FOR MORE INFO, EL V 0'-0" TOP OF 5LA5 LL FOOTING SEE 4° V. . 5EE FOUND. PLAN w FOUNDATION PLANLU FOR SIZES 4 MORE ` " "" ' F - 4•• � GLEAN d COMPACTED SOIL. INFO' (95�o MODIFIED PROCTOR PER ASTM D155i) Gara a Wall Section Brn Wall K $-, W/O Uplift SCALE: N73 2X 5TUp5 a 1/2" GYP, BOARD 24"O.C, SECURE PLATE W/ HILTI CF62 POWDER IN5ULATION OR ACTUATED PINS a PER ENERGY 48" O.C. OR EQUAL CALC5./5PEG5. CONT. 2X PT 50LE 4"CONC. 5LA5. SEE PLATE FOUND. PLAN FOR MORE INFO, EL V 0'-0" TOP OF 5LA5 LZL ----='-- ---- " W 5EE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED 501L. SIZES 4 MORE INFO, (135% MODIFIED PROCTOR PER A5TM D1551) Gara a Wall Section Non-Brn M . $-) SCALE: NTS EMBED ACI - STD. HOOK IN BOND BM. EMBED ACI - STD, HOOK IN FOOTING K.O. CMU BOND BEAM S BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS -#5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, _EAN OUT J, 0'-0" FINISHED T.......�L_.., FLOOR d. Y°. 4• d'.• FOOTING SEE FOUNDATION 4: e'. :•r.'dr• ''i + pie, ° PLAN FOR 51ZE5 4 MORE INFO. d d' lasonry Wall Reinforced Cell Detail 15011 1w nZ EMBED ACI - 5TD. HOOK IN BOND BM. Sx8 K.O. CUM BOND BEAM w/ 1- S BAR CONT. PRE-ENGINEERED CONC. LINTEL - - w/ I- S BAR CONT. •5 BAR VERTICAL WALL REINF, GROUT CELLS 50LI1D SEE PLAN FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT STD. HOOK IN FOOTING 0'-0" FINISHED e' a''' y •d °' 'rFLOOR d er FOOTING SEE FOUNDATION PLAN b ' ° FOR SIZES 4 MORE INFO, ° 4r Y4 • iY " N Masonr Column @ Lanai/EntryDetail S-1 SCALE:NTS z s BAR TRAN51TION STEEL ACI 5TD. w K.O. CMU BOND HOOK (TYP) 40 }o _l W- CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BON] OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE 51MP5ON 5E HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDr 5" SIMP5ON SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB BEAM S-1 J SCALE:NTS WALL REINF. : z ? a w -K NOTE: • M1551NGDOWELS: WHERE FOOTING DOWEL5 ARE PLACED INCORRECTLY OR M15TAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL, • M1551NG TRU55 ANCHORS: TRUSSES UTI�ICH ARE PLACE[) AC SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MA50NRY BOND BEAM U51NG ONE 6IMP60N HT5MI6, MAX. CAP 15 1115 •. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S- I SCALE: NTS 2R L•5 L.AP 1--CANT. 05 25" LAP R Corner Continuit Detail S- I 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 5Y CONTRACT ONLY. ANY CHANSE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, NITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERINS, LLG 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 Uj o � � W �ZO WONIJ W ou U. F Oaa W W (p u' wOv=i p r. H>Ex=w �V YW LQFu W0 M.FHw P r ^ aLn WN 00 C a5 C) ��� x�mszw 0 -� � �0X,, Wp2aN 0 LL J WWQQZ Q � H =aim~LU UjV) O JM J M (!j Lr, w � M M a M _ 00MNW J 00 w 00 C LfLU _ w O d 00 0 U' z 1_ a Q W Z cri 0 Cp oc W 00 u LL Q ¢ WZ N O c a It I� J IIIII 41 DATE 03,04348 SCALE NO%ED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 51 SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE A5 PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO IN5PECTOR e TIME OF INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 905ll 12 SEE PRE ENGINEERED WE) TRU55 e 24" O.G. (TYP) ELEV. INSULATION PER ENERGY CALC5. HURRICANE ANCHOR e EACH TRU55 SEE TRU55 SHEET FOR MORE INFO. ()( Y ZY Y ELEVATION VARIES TOP PLATE 1/2" GYP. BOARD SEE J NOTE ON N-1 PAGE FOR GARAGE APPLICATION DBL. "2X" TOP PLATEVARIES SEE ROOF PLAN W/ 5IMP50N 5PH4 e EA. STUD W/(12)10d SEE FLOOR PLAN FOR EXACT NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER WINDOW SEE FLOOR PLAN FOR 51ZE5 PER HDR. DETAIL "J/52 GYP. BOARD RETURN TRIM VARIE5 - SEE ELEVATIONS 'V" SILL DORMER ROOF BY - TRUS5 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4.16D COM TOENAILS a EACH END 5Y TRU55 MANUF. MT512 a EACH TRU55 j� TYP. LOAD BEARING WALL CON5T, / 211x4" a 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) USE 5IMP50N 5P2 e STUD TO TOP PLATE, 5PI STUD TO BOTTOM PLATE, OR EQUALS. PROVIDE 51MP5ON MT512 AT BOTTOM PLATE TO BLOCKING BELOW (24" O.C:) ��— ROOF TRU55 BY ROOF TRU55 MANUF. TYP. 'BLOCKING AT 24'' O.C. BELOW SIDE WALL5 UEEN SUPPORTING TRU55E5 ATTACH W/51MP5ON A34. =QUAL AT EACH END TYP. IN L5TA12 AT EACH 5TUD TO ING. BLOCKING WITH 4.16D )ENAIL5 a EACH END e 2X12 WITH RADIUS CUT TO DE5IRED PROFILE, 3.5" EAVE DEPTH REQUIRED MIN. 6IMP50N MT518 a EACH TRU55 ,LL TYP. LOAD BRG WALL 2"x4" e 16" O.G. (5GL 5IMP50N MT51B a BOTT. PLT., DBL TOP EACH TRUSS PLT.) V II `51MP50N L5TA12 a EACH V V STUD OR EQUIV. ROOF TRU55 BY ROOF TRU55 MANUF. TYP. LOAD BEARING WALL CON5T. 211x4" a 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) isc. Dormer Knee Wall Attachment Details J - - - SCALE: NTS SCALE: NTS SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR STRAPPING CONT, FOR 5TRAPPING 7/16" MIN. A.P.A. -PRE-ENGINEERED RATED SHTG. PRE-ENGINEERED ROOF TRU55. 2X e 16" O.C. ROOF TRUS5. I/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 2x BOTT, PLATE A CONT.— {! CONCRETE LINTEL. SEE 10" x 1/2" DIA. "J" 7/16APA RATED SHEATHING NAIL FLOOR PLAN" BOLT a 24" O:C. PER SCHEDULE, MIN. 16d e 6" O.C. FOR MORE INFO. Z2X 114"X 3 1/2" NOTE: 4" GONG 5LA5 BEE FND. PLAN PT SOLE PLATE POCKET MASONRY 5GREW a 8" O.G. "TYPICAL AT ALL LOAD 5LIDING DOOR. PRECAST 0.131 x 3 1/2" BEARING 5YP, COMPONENTS, #1 ELEV 0'-0'' TOP OF 5LA5 CONCRETE LINTEL. SEE e 4" O.C. GRADE SHALL BE USED FOR FOOTING SEE - _ a FLOOR PLAN POCKET 2x4. FOR 2x FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. 'ypical Ext. Frame Wall Section SCALE: NTS 2x8 LEDGER W/- ` 2x8 LEDGER W/ 4-0,131 x 3 1/2" 4-0.131 x 3 112" R.5. NAILS e PL A0 R.S. NAILS e EACH 5TUD5 END P S EACH 5TUD5 FLOOR TRU E5 FIRE-ENG. WOOD FLOOR TRU55E5 HANGER TO PRE-ENG. BE 51MPSON PRE-ENGINEERED WOOD ROOF LUS, LSU, OR WOOD ROOF TRUSSES L55U MIN. TRU55E5 PLYWOOD TO i.i. 2x8 LEDGER W/ INTERIOR EXTEND TO 4-0.131 x 3 1/2" R.5. AREA BOTTOM OF WALL NAILS e EACH FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 N., R.5. NAIL5 a LAYOUT EACH STUD$ LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 Ledger Detail �Typical S 2 SCALE: NTS 2X4 CRO55 BRACING e 48" O.C. ON TOP OF OR 5PA 4 2X4 RAT RUN TRUSS 5 BRACING a 48" O.C. ON TOP OF BOTT. CHORD FOR 4 TRU55 WOOD TRU55E5 5PAN5 ATTACHED W/ 2X4 BLOCKING a -�----- 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x R.5. e EA. TRU55 3 1/2" R.5. JOINT TOENAILS 3 EA, �ND ,.- 2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL HETA 12 e 24"O.C. 2x FRAME WALL . Location SCALE: NTS FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4; 02 GRADE OR BETTER MAY MATERIAAL MAY x FOOTING SEE FOOTING SEE FOUNDATION FOUNDATION BE 02 GRADE. PLAN FOR 4"GONG 5LAB, 51ZE5 4 MORE SEE FOUND. PLAN FOR U.N.O." 51ZE5 4 MORE INFO, PLAN INFO. 4"GONG. SLAB. SEE FOUND: PAVER5 OR PAVER5 OR PLAN 4" GONG 4" GONG. SLAB a ° 5LA5 ° .. a e. ,4 HANGER TO d ` - ` .a °LA BE 5IMP50N a . - - L5U, OR L55U a° MIN. CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail H INTERIOR $-2 SCALE: NTS $-2 SCALE: NTS AREA SEE FLR PLN FOR HDR. SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 4 FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH 5'-0" (1) 5IMP50N C516 OR (I) NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING ID 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) CONNECTORS ABOVE THE HEADER, 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE FOR ROUGH OPENINGS OVER _ 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS 5'-0" USE (2) 5IMP50N C516 ----- i` USE 5IMP50N C516 IN AN SPH OR (2) M5TA24 (U.N.0) CONFIGURATION. ATTACH PAD BLOCKING SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. "2x " KING 5TUD L530 OR DOUBLE BOTT. U.N.O." 5EgCIFICATION FOR KINGS 4 CRI PLE5 EQ., TYP" OLATE AT PENINGS OVER WHEN NECE55ARY TO MAINTAIN PROPER 6'-2" TYP,—J-CLEARANCES FOR THE WINDOW/DOOR � (THEFOLLOWING L APPLY :.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 15 BRACING a 48" CRIPPLE 4 (1) KING 15 REQUIRED ON ELIMINATED TO MAINTAIN THE FULL FASTEN WALL O.C. ON TOP EACH SIDE OF THE HEADER. SHEATHING • 3" DEPTH HEADER SPECIFIED IN THE PLAN OF OTT. • AT OPENINGS 3'-6" TO 5'-2" IN SET IT 15 NOT ACCEPTABLE TO O.G. ALL AROUND CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE 5U55TITUTE A LE55ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE TRU55 5PAN5 HEADER. E.O.R. WHEN THE TOP PLATE 15 ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS 2-16d e EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS SHOWN AT THAT LOCATIONS ARE NOT PROVIDE TRU55 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 211, TYP. CRIPPLES VOR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER. THE PLAN 5ET SHALL CONTROL. SIMP SIMPSO 5IMP50N A34 (ON SECOND FLOOR) FOR ROUGH OR CONNECTOR EQ., TYP OPENINGS UNDER S'- ONLY (1) 5IMP50N W/4-86 X 1 1/2" (ON CONC. SLAB) 5IMP50N HTT4 5 LO SPAN LOOR Y. TO B LOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN 5IMP60N SET $ 4-8d X 1 1/2" EPDXY 4 (16) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0'1 ONLY (1) 6IMP50N WALLS WITH NO UPLIFT, HTT4 W/ (1) 5/8" ALL THREAD ROD SET IN STRAPPING MAY BE SIMP50N SET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLE55 EMBED A.5. 5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR 5IMP50N M5TCM60 IF FILLED CELL OCCURS BELOW rj-'sjyp. Header Detail S-2 SCALE: NTS CMU WALL BEL 5IMP50N L5TA12 e EACH STUD OR EQUIV. 2-2"x4" BLOCKING WITH 4-161D COM TOENAILS a EACH END 2x8 PT VERTICAL (ABV.) e WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT e 24" O.C. TYP. Ix4 PT VERTICAL (BELOW) a WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON a 12" O.C. OR PER MANUFACT. SPECS. L Non-Brn . Frame Down Header Detail - S-2 A /1 ultkuse SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM p CHORD NAILS a EA. 3 NAIL PEC5 12' 5OLT IREFLACFE1IENT CH,Af'T: • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE GORRESPONDING BOLTS. THE (REVERSE 15 NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 F'SI, SUBSTITUTION OF "J" BOLTS WITH EX}-AN5ION BOLTS IS NOT PERMITTED. • FOUND,4TION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTION5 MUST BE REVIEWED 8 APPROVED BY E.O,R. IN WRITING. "J" BOLTS TITEN Hp BOLTS THREADED ROD -SET IN 51MP54N 5ET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x S" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x a', 5/8" x a', 5/8" x 5" EMBED 2X 5UCK5 ATTACHED W/ 1/4"x 3" TAPCON5 e 12" O.C. WITH MAX. 6" FROM END OF MEMBER e MAB OPENINGS. 2X MEMBERS ATTACHED-- W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK, crq e Lu tD U) ry 00 �::j Lu 0 IF 2X ATTACH TO CMU. w/ _ 1/4"x 3" TAPCON5 a 12 O.C. W/MAX: 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) 7_ 7 X d ._J r1 h 5IMP50N A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEM5ER5 RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X 5UCK5 TO BE ATTACHED TO CMU PER 5PEC5 GIVEN IN TH15 DETAIL, 2X TO 2X ATTACHMENT TO BE 5IMP50N A35, KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/5HEATHING ATTACHMENT e TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS e CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK e EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. General Irregular Window Attachment SCALE: NTS 5HEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. ---FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. 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 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAPPING FASTEN EA: STUD TO TOP PLATE w/ 5IMP50N SPZ w/ (12) NAIL5 FULL DEPTH BLOCKING e PANEL EDGES w/ (3) 16d TOENAILS EA, END 51MP50N 5PI w/ 10-106 NAIL5 EA. STUD FOR 5TUD5 BELOW HDR. (2) SIMP50N 5P4 w/ 6-lOdxl 1/2 NAILS EA. STUD INSTALL 1/2" X 6" THREADED ROD IN 5IMP50N SET EPDXY e 2'-0" O.C. (MAX) CENTERED ON NOTE: AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN: FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'6 ON EACH SIDE OF STUD TO TOP PLATE5. U.N,O." �Illl 111 -0: WALL. CMU WALL - SEE 2X PT ' `' : c c g Structural Kn eewa l l FLOOR PLAN FOR BOTTOM = ? w E S-2 SCALE: NTS MORE !INFO. 1-1 A TE i• ©'v Z EDGE5 (SEAM5 SHEATH BLOCKI' FOR WAI PANEL SHEATH FOR RO TONGUE GROOM FLOORS SEE ENG, FOR MORE INFO 2x 5TUD5 e 16" O.C. T` FIICAL NAILING SCHEDULE HIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.5. RING SHANK 1/16" 4" 6" 6" W,4LL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5HANK (0.280" MIN.) a ids dd *s111ll 11 BOUNDARY NAILING FOR WALL, DA5HED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER e 24" O.C. 5U5 FASCIA OR 1JALL PLATE BOUNDARY MAILING 'PERIMETER OF 5 I APHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED e RIDGE OR HIP. a 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGE5. GYPSUM STANDARD BCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MA50NRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4'' TYPE W OR 5 SCREWS a I" O.C. 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 EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/al'GYP ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MA50NRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/5" TYPE W OR 5 SCREWS a -I" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. o Typical 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, LLG„ 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, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK � O O w �^ O WO W �ZOD W~v�'Uw Sheet content: Structural Details Sheet number: 52 PER JOINT W lyl I BRACING A Truss Bracing Overlap Detail S-3 SCALE:NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE —I I FASTEN CAP TO CHASE w/ -----•- `—_"� = `...:._____._.___ _ 0.131 x 3 1/2" R.S. NAILS e 1211 O.C. ALL-AROUND WALL SHEATHING NAILED PER 101/5-2 DBL 2X4 PLATE CONT. J 8'-011 (MAX.) W/ SIMPSON HT520 -s 3211 2x4 WD CONS w wT. O.C. C TO ALLIGNINNGG FLASHING ALL-AROUND W STUDS BELOW SADDLE 2x6 50LE PLATE - ROOF ELEMENT CUT OUTSIDE EDGE io PLUMB TO ALLOW SOLID CONNECTION C5 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 1/41' x EA, 511 WOOD 5CREW5 a 41' CORNER O.C. ALL-AROUND TOP CHORD ENG. TRU55E5 -S 24: O.G. _'- 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END Fire lace Chase Detail s $-$ SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. APA RATED SHEATHING. 5EE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (1) SIMPSON - LSTA12 STRAP 48" O.C. / ti HETA 20 0 48" O.G. ATTACHED TO BOTTOM CHORD OF GABLE 811 MASONRY WALL W/N) S REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED TRU55E5 6 24'' O.C. SEE DETAIL A ON THIS SHEET (TYP) -2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAILS 7" 0.131 x 3 1/21' R.5. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM MASONRY WALL) 1/2" GYP BD FLAT OR CATHEDRAL NOTE: CRO56 BRACING 4 ALL BLOCKING TO BE REPEATED 48" D.C. TYP. IIIIIIIIIINOW Gable Section - For Gable Less Than 4'-0" High SCALE:NTS P9 1- 11 PI/N. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMP60N L8TA12 STRAP 48" O.G. TRUSS 2x4 BLOCKING (1) SIMPSON L5TA12 1/2" CEILING GYP BD LU/ 56 BOTTOM ATTACHED LU/ (TYP) OR COOLER NAILS 7O.C. OR (1) SIMPSON LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 46" O.C.ATTACHED 1/21' TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, 6 6" O.C. MASONRY WALL) OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4 8 MASONRY WALL W/(U S REBAR 4 ALL BLOCKING TO BE CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 45" O.G. TYP, COURSE Expanded Blocking Information Diagram S-3 j SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UN.O.) 2x4 IITII BRACE PREFAB ROOF OR L5TA12 T4U' RSSES a D.C. 4'-011 4'-011 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d w/ (2) 0.131 x 3 1/2" TOENAILS COOLER NAILS T' O.C. OR EACH END (UN.OJ EQUAL, DIAPHRAGM AREA (4 BAY OR a FEET FROM MA50NRY WALL) F Gable Diaphragm Side Wall $-3 (For Illustration Only) SCALE: NTS SEE NAILING APA RATED SHEATHING, SEE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 a FOR ATTACHMENTS INTERSECTING BLOCKING 111 A,X APA RATED SHEATHING. RE -ENGINEERED SEE NAILING SCHEDULE TRUSSES 24 O.C. TABLE FOR ATTACHMENT. U.N.O. /2" CEILING GYP BD W/ 5d COOLER NAILS 7" O.G. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 (1) SIMPSON L8TA12 ft FROM MASONRY WALL) STRAP 40" O.C. (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) 45" O.C.ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. GABLE DETAIL (TYP) FLAT OR CATHEDRAL d: 8" MASONRY WALL W/(I) 05 I/2 GYP BD REBAR CONT. IN KNOCKOUT COURSE NOTE: CROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYP. Masonry Gable End G $-$ SCALE:NTS SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACHMENTS 2x4 DIAGONAL ATTACHED W/(4) 0.131 x APA RATED 1'-0" 3 1/2" NAILS 6 SHEATHING. SEE M4X INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L6TA12 11L" 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7O.C. EACH END DF BRACE OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) 2x4, 2x(o; OR 2x8 O.G. SEE FLOOR PLAN FOR 51ZING OF PRE-ENGINEERED STUDS TRUSSES 6 24" O.G. FLAT OR CATHEDRAL 2x BLOCKING 6 ALL (1) SIMPSON H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CRO55 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.G. TYP. S-3 SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (45 REQUIRED BY SCSI) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH A5 ENTRYWAYS 4 PORCHES NOTES: I. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE f 24" O.C. MAX. SECTION 51ZE SHALL >000� BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X1O 4'-0" TO 8'-0 ---- 2X6 15'-0" TO 18'-0" ---- 2X12 6-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A 112 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ 6IMP50N M5TA24 TENSION STRAPS a EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 'a EACH SIDE OF TRU55 4 THREADING THE U-5HAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 5IMP50N HT520 W/ ( 20) 106 NAILS FOR 2x12 RAFTERS, 06) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON 1_66U210 SLOPING HANGER W/ (10) 10d NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER, 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (5) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD, Valle Set Attachment Detail S-3 SCALE:NTS KNEEWALL INSTALL SIMPSON LU524 STUD5 6 Mlly. 1 CEILING JA. OISTS. JOISTS I(011 O.C. TO BE PER NOTE 01 ATTACH THE CEILING FRAMI WITH (4) 0,131 X 3-1/2" NAILS TO EA. STUD ALL AROUND PERIMETER. IF ABUTTING MASONRY USE P.T. 5YP $2 LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA, X 3" TAPCONS Q 6" O.C. MAX. M T Frame Down C1q. S-$ SCALE:NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. N 142 mph MAX. S-3 OMPRE55ION WEB SLOPING OR VERTICAL WHEN TRUSS 4 STUD ARE — ALIGNED 6IMP50N TW15T STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT5/MT6) MAY BE BRACE (CLB) NAILED TO TRU55 4 STUD BELOW NO 5PH4 15 NEEDED a THIS STUD. --PERMANENT DIAGONAL BRACE I/2" CEILING NAILED TO OPPOSITE 5IDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT s SHOULD BE REPEATED a APPROXIMATELY 20' INTERVALS. NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF Ix4 MIN. BRACING W/(3) 0.131 x 3 1/2" NAILS a INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP60N SP2'5 ON EACH SIDE OF CLB Diagonal Brace @ 20' Max Intervals Detail STUD " TO TOP PLATES. U.N.O. SCALE:NTS NOTE: SEE TRU65 LAYOUT FOR ANY ADDITIONAL STRAPPING REQUIRED UNBRACE WALL HEIGHT 02 5YP 6-0" 2x4 16" o.c. 8'-8" 2x4 16" o.C. 9'-0" 2x4 16" o.c. 9'-4" 2x6 6 16" o.C. 10'-0" 2x6 6 16" O.C. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE Q 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: -0" - -- 2X4 UP TO 4' 4'-0" TO V-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X10 15'-0" TO I6-011 ---- 2X12 NOTES I. ALL CEILING FRAME TO BE AS PER TABLE 2, FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT, 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO SIMP5ON'6 INSTRUCTIONS 4 SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X 5YP 12 AND SAME DEPTH AS RAFTERS (PT AT MA50NRY CONTACT). NOTES: `TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING (12 5YP MIND" . C, Enclosed, Exterior Frame Wall Table SCALE:NTS WHEN STUD 15 ° NOT ALIGNED WITH A TRUSS ll� ' AND/OR WHEN ° TRUSS STRAP 15 NOT DIRECTLY ATTACHED TO STUD USE (1) SIMPSON 5PH4 OR SP2 TYPICAL H10A CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. rame Wall Truss Connection Detail SCALE:NTS 0.131 x 3" COMMON 6 16 " o.c. 4-0,131 x 3" COMMON / SEE TABLE FOR NAILING 4-0.131 x SCHEDULE 6 SPLICE 3 1/2" COM. / DOUBLE TOP PLATE LL 3-0.131 x 3" COMMON DOUBLE STUD Lat EA. SIDE OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" COM. COMMON .1 I6" O.C. STUDS a 16" C.C.PT BOTT. PLATE 2-0.131 x 3" /� r COMMON 3 1/2" COM. 1 2-0.131 x 3 1/2" SEE TABLE BELOW -I FOR LAP5PLICE TOP FLATE EA5TENERS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 6 5PLICE ALL OTHER NAILING 3611 2-ROW5 0.131 x 3" 3" O/C 0.131 x 3" -a 8" O/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING A SPLICE ALL OTHER NAILING 2411 2-ROW5 0.131 x 3" 61 6" O/C 0.131 x 3" 6 8" O/C COM. DOUBLE 51UD CONDITION 5-0.131 x 3 1/2" 2-0.131 X 3 1/2" COM. DOUBLE TOP PLATE 0.131 x 3 1/2 COM. tv 16" o.c. 3-0.131 x 3 �,� 2-0.131 x 3 1/2" COM. 1/2 "COM, g PT BOTT. PLATE tii�4 STUD CORNER 51NGLE 510 CONDITION LAPPLIED SON M5TA36 RUNNING THE EXTERIOR 51DE TOP PLATE CENTERE NER. MAY BE OVER SHEATHING. 0.131 x 3" COMM, Q 16" C.C. 4-16d COM. 2-86 COM. le UNLE55 NOTED 2-2"x4" W/1/21' PLYWD. OTHERWISE, AT A q MINIMUM ALL ` SPACER NOTE: 2X4'S UNSPECIFIED FRAME MAY BE TURNED TO FRAME FLATWISE 50 NO CONNECTIONS SHALL SPACER 15 NEEDED. CON515T OF (3) �16d COM. 6 8 Oz, 0.131"X3-1/2" END 106 COM. 6 12 INAIL5 OR TOENAILS. r4-1(od COM. *A 51MP50N M5TCM 60 INT, HEADER ANON-5E,4RING) MAY BE SUBSTITUTED FOR AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED CELL. Attachment Details 4 5 PRE-ENGINEERE WOOD ROOF TRUSSES PLYWOOD TO EXTEND TO -Z BOTTOM OF WALL INSTALL (1) MSTAM24 AT EVERY STUD (16" O.G. MAX.) EMBED STRAP -� AT EACH TRUSS NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 511DE5 OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4" DIA. X 711 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE: NTS 51MP50N 6P1441615 OR SIMPSON 5DWC15600 FROM STUD TO TOP PLATE 0.131 x 3 1/2 COM, 6 all O.G. SIMPSON HTT4 W/ 5/8" DIA A.B. STRAPPING INFORMATION INTERIOR �``01 111 VOLUME �evo ��, A AREA �� . 4) (I) M5TA30 AT EVERY `' �:W PRE -ENGINEERS WOOD ROOF OTHER STUD (32" O.C. = t MAX.) FROM UPPER STUD -• : v TRU55E5 TO LOWER TOP PLATE, INTERIOR WRAP TOP PLATE AS '►; NEEDED FOR FULL �i�/' '•., VOLUME NAILING. IF STUDS N" AREA STRAP SHALL END STRAP EACH FROM UPPER STUD TO Of TRUSS (SEE LOWER STUD. PLAN) . Extended Bottom Chord Attachment Details (2) 211x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED S 6" O.C. ALONG THE LENGTH OF THE COMPONENT m ,Typ. Nailing Schedule for Built -Up Columns & BEAMS SCALE:NTS NOTE: 1. SEE TRUSS MANUFACTURER'S TRU55 ENGINEERINCz CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT t-l"r BE REQUIRED. 2 "T" E3R,4CING MAT BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER 6 LEAST 90% OF THE UJEB. SCALE:NTS �o z w C m Q TOF' 4 BOTTOM CORD GABLE END. BRACING 0 Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIR5T SCALE: NTS (4) ROWS OF TRU56E5 CONTINUOUS 20'-0" 20'-0" SEE EXPANDEp BLOCKING BOTTOM CORD DIAGRAM BRACING 1X4 MIN. CLB DIAGONAL — BRACE A5 REQUIRED BY BC51 z ua !%V011000111 I Iola N@ NOTE: CONTRACTOR TO VERIFY ALL DIMEN91ONS IN FIELD AND REPORT ANY DI5CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY YVORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR DOPY I5 PERMITTED BY CONTRACT ONLY. ANY OHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, KTHOUT YVRI I I EN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS YVITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 000 Z LIJ Fzpz wOaNwUw W-WO �=OQa GC W a 0 oE=d y�..� O LL= g o b 0 y �a0ro IJ ,4ZZZ CU N Zoe '-'Z(9 awG—w w V7 M 0zzz ova az F awZz�ZO�Jw' Q 0 z ,Fvw RR. =Fw-O=Z W O =W i:Wus wgRQ1U- j J O K >-w0 o Uj7LU cDZ4Q cLL 0Z'u- �O D awrw Q ULj 4A CC tx cc =Q0 a wl+ OV p d JM Iw_- Ln W M Z M d M cn N 00 W od Z Uj . N OOr Zp ILLW QOa YIO3: �L U000 _ QUw WQ vi Z CL Oaa w rill,, .. .,. 2 :- cc: <c O: Z": v: p ..,. 0 e LU DATE 0.3-0a-/B SCALE NOTED DRAWN I-IKA=DK JOB - 'sheet content: Structural Detaile, Sheet number: 53-14.2 L i DBL. 2 x 4 TOP PLATE 51MP50N 5PN4 e EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: 1. WHEN WALL 15 PARALLEL TO FLOOR 5Y5TEIM STRAP TO TOP 4 BOT. CORD OF TRUSS, 5IMP50N L5TA30 w/ 22 -10d NAILS 6 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING @ SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 8 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE Sol ELEVATIONS WINDOW SEE FLOOR PLAN FOR 51ZES NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x5 WALLS USE BPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP60N 5PI'6 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES 1@24" O.C. MAX. 12 SE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR Q EACH TRU55 SEE TRU55 LAYOUT FOR. STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP50N 5PN4 Q 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN '-- DBL. 2 x 4 TOP PLATE SIMPSON 5PN4 6 EACH STUD TO TOP PLATE SEE ELEVATION WALL CONNECTION W/O WINDOW PAGES FOR ROOF COVERING d SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOf PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES SEE ELEVATI ENGINEERED - ROOF TRUSSES 1@24" O.C. MAX. 12 � SEE ELE 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 8 5YP TOP PLATE W/ 51MP50N 5PH8 e 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP, BOARD RETURN INSULATION PER WINDOW SILL CAULK 'a WINDOW WINDOW BILL CAULK 6 WINDOW COMMUNITY SPECS OR ENERGY CALC5 2 x 4 SILL 2 x 8 BILL 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR ENERGY CALC5 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR "N" ON SHEET 5-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "O" O ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.G. INSTALL 1/2" DIA. x 8" "Y' BOLTS B WASHERS W/ 5" IMBED 2 x 4 BOLE PLATE e 2'-0" D.C. (MAX.) CENTERED _ ON WALL. SIMPSON C516 OR SIMPSON M5TA36 -@ 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK AS USE DOUBLE KO BLOCK COURSES WITH SIMPSON 5PH8 NEEDED 2-15 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE2 sell I r r r�o /e 2x4112 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 J015T HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) 15 LEB e� ��� ........ ��'� 2x8 PT BOLE PLATE �,.• °°• (INSET) ,. i ' THAN OR EQUAL T0.6'-6" AND DOUBLE COURSE SHOWN I5 NOT NOTED AT THE • 4 :� 2� 2x4 FLATW15E VERT. BLOCKIN SIMPSON HETA20 32° O.G. IF FLOOR PLAN, IT IS ACCEPTABLE TO USE �: LL ty •- "� : o AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. ° ATTACHED TO RIMJOI6T5. e24" O.C. MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05 1X P.T. FURRING HORIZ. tw to • w ' d 2x42 BYP RIM w/ (5) 0.131 x '°^ TRU55ES BAR5 CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN TH15 DETAIL.) - A • • U °� k 3 1/2" NAILS EA. TRU55 J015T I/2" CEILING GYP. BOARD BEE NOTE ON N-1 PAGE FOR SPECIFIC NOTATIONS ON FLOOR PLAN • ..° �00 ,2 *••.. • • (INSET) GARAGE APPLICATION SHALL CONTROL. �'� i 6' ••••• a` SHEATHING TO BE FLUSH W/ 8" CONC, K.O. BLOCK BOND �d e00 1 r r l l l BLOCK IX P.T. FURRING HORIZ. BEAM POUR 50L ID (2500 P51) W/ 2 - S REBAR CONT. HORIZ. SEE TRU55 LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER s OPENINGS I x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL PRECA5T CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 5EE FLOOR PLAN FOR 5CNEDULE 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID W/ I - #5 REBAR CONT. HORIZ. MIN. I x P.T. RUCK STRIP I x P.T, BUCK STRIP LAP = 25" WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW BILL - CAULK WINDOW WINDOW BILL - CAULK WINDOW WIND RE515TANT 1/2" GYPSUM BOARD WIND RESISTANT PRE -CAST CONC. BILL ° —I/2" GYPSUM BOARD PRE -CAST CONC. BILL 4" HIGH CONC. BLK. 4" NIGH CONC. BLK. d 8" CMU PER ,45TM-C 90, 1500 4"CONC. SLAB, 6" CMU PER A5TM-C 90, 1900 4"GONG. SLAB, P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. wl °. SEE FOUND. PLAN P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. a SEE FOUND. PLAN 5/8" CEMENTITIOUS 5/8" CEMENTITIOUB FINISH PER FBCR FIN15H PER FBCR 703.1.2 - a. a.$ a e° FOOTING SEE F FOOTING BEE ° . FOUNDATION PLAN FOUNDATION PLAN FOR SIZES 8 MORE a, ° . FOR SIZES 8 MORE INFO, INFO, Typical Two Story Wall Section rc-Jypical Two Story Wall Section A s-a SCALE: NTS "4 �/ �j /O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLES5 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 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 z 0 w dawp ul oW O2 SF Vfl7w wmwt r0OQ01 uJ LL v> Lu �Foc"LL: z N z~QEy p n O j?mQ' 0W cr M of aC, =�0 zzz w2zN—I 00 cc 3 xF-Q=zW 0 -' 0� O w u w e LD u_ ..i �FLuo 5�©wwkwF Q -QgmwWzwzwl�- LCu( CL � N o uM O M F_ Ln uJ �N W y - o 3: Lnn Z_ w p�00 N o ,i u- w eZ� z X HMO BOG W 1 00 u ¢ LL ui g N 0- � a �l DATE fa3-f?>8-18 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details 5heet number: 54 6IMP50N A35 ANGLE REFER TO TYPICAL 2-STOR W/ 12-8dX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD 2x4 BEARING WALL W/ STUDS 016"OC 1/16 APA RATED WOOD SHEATHING SIMPSON 5PH4 EA. STUD PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSSES FLOOR J015T CEILING BOARD PER ARCH. PLANS NOTE: "AT 2x6 WALLS USE 5PH6 2X4 BLOCKING W/ 3-0,131 x 3 1/2" R.S. HT516 W/ 16-106 EA. TRUSS TO BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 MANUFACTURER CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. Floor Truss To Girder Connection FOR WALLS LARGER THAN H 2x8, USE 6IMP50N 5PI'5 ON 5-5 SCALE: NTS EACH 51DE OF 5TUD TO BOTTOM PLATE $ 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 2X BEARING WALL W/ STUDS 6 16" O.G. PRE-ENGINEERE 1/16 APA RATED RE WOOD SHEATHING FLOOR TRUSS ��� 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS e EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS 51MP60N C51(o EA. STUD TO BASE OF 2X4 RIBBON BELOW f p, 51MP50 HETA20 '° REFER TO TYPICAL 2-5TORY WALL SECTION FOR INFORMATION NOT CMU WALL SHOWN Cantilevered Floor Truss Over Wall AA I SCALE:NTS -ENGINEERED FLOOR TRU55 51MP6ON HT61(6 a EA. TRU55 TYP. LOAD FEARING WALL UUUPLIFT ATTACH TRUSSES PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.G. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP.-- PROVIDE A MINIMUM — 2 PLY END STUD AT EACH END OF SEGMENT FULL DEPTH BLOCKING 0 —� SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. G/5-I. 5IMP50N HTT4 OR---\ EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN SIMPSON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR LINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PLAN TOP PLATE �\ SET. /-DOUBLE 5MYIPN)STUD GRADE 2x STUDS k 16" O.G. CMU WALL - SEE -- 2X BOTTOM PLATE WITH (4) —� FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH P4551NG TYP. MORE INFO. TRUSS OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. Cross Strapping Detail $-5 SCALE: NTS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O," 2x4 50LE PLATE ----�-� PROVIDE (2) 16d COM e EACH TRU55 5IMP5ON G516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 1105# MAX e 24" O.C. MAX OR EACH STUD WRAP UNDER TOP PLATE 06T FLR) 2x4 02 5YP RIM w/ (3)------- 16d NAILS EA. TRU55 J015T (INSET) 1/2" GYPSUM BOARD PROVIDE (3) 0.131 X 3-1/2" TOE NAILS AT FLOOR TRU55 TO WALL BELOW PT 2X ROT. PLATE w/ 51MP50N 5PH4 e EA, 5TUD ui/ (10) 10d NAILS EACH NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 6IMP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." DECKING — 2 "X4" PANEL BLOCKING a 48" O/C; — FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM SIMPSON 5PH4 TO EA, DBL 2x 5.Y.P. TOP PLATE CHORE) ATTACHED W/ (2) 0.131" X 3 1/2" STUD WITH 12-10d x 1 1/2 COMMON TOE NAILS NAILS, FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE OF WALL 5TUD5. STUDS SHALL BE INSTALLED a MAX. 16" O.C., SEE 'N'/5-3 2x4 5.Y.P. *2 RIBBON 2"X4" CRO55 BRACE W/4-10d e EA. FLOOR a 45" O/C FOR THE TRU55. 16T 2'-0'' OF END WALL 11 C516 OR M5TA 36 a W/ (4) 0.131X3 1/4 EA. ENE) 32"O.C. (36" LONG) '6 INTO 2"X4" BLOCKING FROM EA, 5TUD TO (2X12) WOOD BLOCK OR FLOOR J015T 2x12 5YP 02 WOOD 3-0.131 x 3 1/2" 6 EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR J015T WITH 5-166 HETA20 32" O,C. ON THE a 48" O/C FOR THE FIR: TOENAILS. INSIDE FACE OF 2x12 8'-0" OF END WALL FRC EA. END. (TYP) TOP 8 BOTTOM CHORD ATTAG W/ (3) 0.131 X 3" TOE Nt NOTE: SEE 'N'/5-3 FOR 5TUD INFORMATION g ALT. Frame/Masonry Connection #1 S-5 SCALE: NTS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF INSTALL SIMP50N C516 CROSS STRAPS WITH (1) 5PH4 CONNECTORS SHOWN. 0.131"x3-1/2" NAIL AT EAC FOR WALLS LARGER THAN PASSING STUD AND 2x8, USE 51MP50N 5PI'6 ON BLOCK, AND WITH 4 NAIL EACH 51DE OF 5TUD TO MINIMUM AT EACH END T BOTTOM PLATE 4 51MP50N TOP AND BOTTOM PLATES/END STUDS. 5P2'5 ON EACH 51DE OF = STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O." DIAGONAL AND AT 45 51MP50N 5PH4 DEGREES O LESS 1N EA. STUD TOP & HORIZONTAL. TYPICAL. BOTTOM OF WAL Z 1/2" DIA NUT W/ MIN. 1-1/4" J DIA x 1/6" LU u WABHIER 1/2" DIA ALL FOLLOW TABLE THREAD ROD BELOW FOR IF DOUBLE END STUD 15 OVER A /2" DIA APPROPRIATE SPACING 4 SIZE VOID SPACE, 1/2" DIA ANCHOR BOLT COUPLING WALL 5TUD5. 5T INSTALL SOLID 2X SHALL BE INST4 BLOCKING BELOW. TYP. A.B. EXTEN51ON DETAIL e MAX. 16" O.G. AT CRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 61) COOLER NAILS AT 7" O.C, OR 06 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.G. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52. ENGINEERED ROOF TRUSSES e24" O.C. —IN5ULATION PER ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR e EACH TRU55 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE SPH4 a EA. STUD 1/2" GYPSUM 3/4" T4G GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 a 24" O.G. 1/2" GYPSUM CEILING BOARD W/'KN CK - DOWN DRAG FIN15H SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION DBL, 2X TOP PLATE w/ 51MP50N SPH4 a 16" O.G. w/ (12) 10d NAILS. EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT a 24" O.G. W/ NUT 6 2" SQUARE BY 1/8" WASHERS 41"GONG: SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 8 MORE INFO. NOTE: SEE 'N75-3 FOR 5TUD INFORMATION NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN., AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF 5TUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." DIA. 1/2" J-BOLT OR WITH 51MP5C SET EPDXY, 5' EMBEDMENT e LT. Frame/M JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d e EA. TRU55. Connection #2 SCALE: NTS ENGINEERED ROOF TRU55E5 e24" O.C. run I11151 11 4TION PER ENERGY CALC5 GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 PROVIDE CONTINUOUS STRAPPING /100 CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 50LE PLATE 5PH4 e EA. STUD PROVIDE (2)16d COM e EACH TRU55 1/2" GYPSUM SIMPSON C516 W/ MIN (22) 106 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) NAILED SEE SCHEDULE DETAIL "O" 1705 MAX a 24 O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES a 24" O.G. 2x4 �2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) 1/2" GYPSUM BOARD 6IMP5ON MT516 a EACH FLOOR TRU55 24" O.C. MAX, 1/2" GYPSUM CEILING BOARD W/ KNOCK - �/16" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 51MP50N 5PH4 w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT a 24" O.C. W/ NUT 4 2" SQUARE PT 2X ROT. PLATE w/ BY 1/8" WASHERS 51MP50N 5PH4 e EA. STUD wl (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN ° FOOTING SEE FOUNDATION ° PLAN FOR 51ZE5 4 MORE INFO. ,Typical Two Story Interior Bearing Shear Wall Section SCALE: NTS 2 "X4" CRO55 BRACE a 48 O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" a EA. INTO 2"X4" BLOCKING 2 "x4" PANEL BLOCKING a 48" O.C. FOR - THE FIRST 2'-0'' OF END WALL FROM EA, END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CIR055 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" GRO55 BRACE e 45" O.C. FOR --/ THE let 2'-0" OF END WALL W/ (2) 10dx3" a EA. END INTO 211x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE 15 GREATER THAN 45°, CROSS BRACE a 48" O.C. FOR THE 1st 4'-0" OF END WALL. 2nd FLOOR WALL 51MP5ON C516 W/ MIN (22) 10d COMMONS (11 MIN, EACH END) BEAM / GIRDER ND FLOOR FRAMING 5IMP50N C516 OR M5TA36 STRAP a 32" O.C., EVERY OTHER EACH STUD LOOK J015T-5EE FRAMING PLAN WEEP 5CREED IN5TAILED PER MANUR 51MP50N HETA20 a 32" O.C, MAX. FLOOR J015T (TYP) _ SEE *** WHEN DISTANCE 15 LE56 THAN 2'-0" a THE FIRST BAY Floor Truss Parallel To Brg. Wall SCALE: NTS Q z ,. O EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2x ROT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS a 6" O/G a F Second Floor Frame Connection @ Girder $-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCCREPANC F_5 TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LL,--., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGER 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 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, 5UITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DEVIL DK/PK 0 0 0 ,,, z LU a �z00z Lu-010ul � w W F 0 O a a LLJ F- wga0, ", t=tO l0ui W WZOJ We 0 �ZaFgG � LLl H 00 �Zzz Z�w0 z "a a �m�Oz Z C7 Fy�w'^W =PQxz_w 0 O -' CC t x L W W 02wz<� LL J Fp-0 Zw> WO wn?,o wzsa 0 LL U=wouzg ZZwv~i V) 0 W <-C Q Luw �w Q Uj Q oc to 0 O d JM en LLn LLI Z M C- en to N _; 00 _Z W O d 00 in V U� zLL�Q w Z cn 0 6 W W Q �0000V DU W g 0- d O 0 0 U, 0 1-M1ll DATE ®3-27-IS SCALE No7-,5D DRAWN MKA=LDK JOB - 'sheet content: Structural PetaII15 Sheet number: DRYWALI OVER FUI BLOCK W 11/16xll/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW - PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL — EDGES Ix6 TRIM BEAD BOARD - — - PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL—,,,, BELOW EAD SILL COMPOSITE WINDOW--'", DRYWALL FURRING ON SILL PLAN BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: P - P'0' LINE OF WALL - BELOW LINE OF CASING BELOW COMPOSITE WINI SILL TIE WINDOW DETAIL r ri.�f.r 2 1/4" DOOR CASING (03(06) ELEVATION PER PLAN) ----------- PLAN DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE' I'' P-0' TEM L SHIM A5 1-4' PG . . ENCLOSURE REQ'D. SHIM A5 ��_4� 6' W. CORIAN REQ'D. /+ l...AP INVERTED 2 1/4' --� INVERTED 2 114" 1' p00R CASING l"366) � DOOR CA51NG (0366) 2x STUDS (PER 2x SPUDS (PER STD. 2x 5TUD5 (PER PLAN) 5T0. PLAN) :a. 5T0. PLAN) BASE BASE CABINET 2 VAINTY CABINET CABINET 1/2' DRYWALL 1/2' DRYWALLS 3 1/4' BASE BD. 3 1/4' BASE BD. '- Ll 1�366) QUARTER QUARTER 31/4' BASE BD. ROUND ROUND (036(0) CALI. TOP HIGH BAR TOP VANITY LOW WALL SCALE: 1/2' : 1'-0' SCALE: 1/2' : I'-0" SCALE: 1/2' - I'-0' 8" W. CORIAN TEMP. GI-. ENCL05URE CAP TILE FINISH OVER WATER 2x 5TUD5 (PER RESISTANT PLAN) WALL BD. O' DRYWALL SHOWER 3 1/4' BASE BD. (036(o) SECTION SHOWER L I/2" DRYWALL 8" W. GORIAN BELOW CAPWrn CAP TILE FINISH OVER WATER RESISTANT I� �I WALL BD. BATH i� �i z SHOWER SHOWER I� II I SIDE PLAN OW WALL SCALE: 1/2' : 1'-0' TILE TO WRAP IN WINDOW 21FY TOP (WINDOW ---�_ PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 1/4' ----" DOOR CASING (036(b) DRYWALL FINISH — OVER FURRING ON BLOCK WALL (WINDOW PER PI-4 LINE OF l BELOW SILL Ct 1/2' OUT EIVE TILE) LINE OF c BELOW COMPOST SILL SHOWER WINDOW SCALE: 1/4'-- I'-0' SILL ELEVATION 'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I'- P-0' WINDOW )ETAIL 1/4' DOOR CASING ("3(06) FLOORING / 5,45E 5OARD NOTE: WkEN TILE FLOOR 16 SELECTED ONLY 5,45E 5O4RD 16 IN6TALLED. WkEN WOOD FLOOR I5.5ELECTED 5,45E 15O RD AND 5NOE MOULD ARE IN5TALLED. m Ix JAMB (BI-PAS° DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4" DOOR CASING (036(0) MELD DOWN 1/2" 1/2' WOOD FILLER DRYWALL FINISH OVER 2x WALL (SEE (51-PASS PLAN) DRS. PER PLAN) 1/io 2 1/4" DOOR CASING (03(o6) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: I' - 14, MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION 3 1/4' BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE 5 1/4' CROWN 3 (045) 5 1/4" CROWN SCALE: I' ■ 1'-fd' Ix& ROUNDOVER W/ WHITE PINE ROUTER I/T DRYWALL 31/4' BASE BD. 2xb WALL 36' OR 42" HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: r - 1'-0' IxlO ROUNDOVER W/ ROUTER WHITE PINE (31/4'BA6E 1/2' DRYWALL BD. 2xb WALL 36' OR 42' NIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN 6GALE: I' "0' x • NOD M N N� W �Mn �J+= 6 q• co ��CD o �NM � � dV *Joe NUMBER 2206C CAD FlLE MEN BU ISSUED 06-16-16 REVISED 07-07-16 f0-05-16 11-02-16 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, ROPMA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVIS8EWS.COM TAMPA • DENVVER. EST.1994.. TRIM • nnE • TYPICAL 7R/M DETAILS • SHEET NOTE: D AWINCz5 ON 11"x17" 5HEET WILL 5E ONE HALF THE 5CALE NOTF-D TRIM DETAILS LJ-1021 STANDARD - 42" H. R06ETTE 46 KNEEWALL <�C /A (OPT. LJ-6010( RAILING SHOWN) NEWEL NP NEWEL POST Ix6 PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN LJ—A045 LJ-4040 NEWEL POST' NEW L P05t NEWEL POST OPT. LIH—MG2KNUC44 WROUGHT IRON BALUSTERS Rw —ix6 PAINTED BASE ROSETTE PLATE LJ-6010 IA2 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) _ MOP D STANDARD - LJ-8014MR1 Ix12 SKIRT TREAD FOR CARPET BOARD (OPT. LJ-8010 SERIES TREAD SHOWN) LJ-WS OAK - lx8 PAINTED LINEAL COVE RISER MOULDING LJ-8010MR1 BASE—'^""—� OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND P05T FASTENER GENERIC SWITCHBACK STAIR DETAIL 05 LJ-6090-5 OAK 5 1/4" LANDING TREAD RAILING GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ-W0 0-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" STRIP FLOOR LJ-4042—" NEWEL POST LJ-6010MRI OAK TREADS LJ-8010MR2 OAK TREADS RAILING LJ-4042 NEWEL P05T GENERIC WOOD SWITCHBACK STAIR FLOOR P LA N N.T.5. SELECT 2 1/4" STRIP FLOORING Z— LJ-6010MRI OAK TREADS SEE GENERAL STAIR NOTES STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH—MG2KNUC44 WROUGHT IRON BALUSTERS I , - LJ-4040� NEWEL PO5T/ LJ-4040 F^ NEWEL POST SECTION i �'�Y Ix6 PAINTED BASE ��� r �ixl2 SKIRT WCUT ALL HRU" { ��v' BOARD PLATE ""� > 3 1/4 BASE LJ-6010 AS APRON " RAILING LJ-1041/5 BASE 5-TURN CAP MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD - TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-80S OAK Ix8 PAINTED LINEAL COVE RISER MOULDING BASELJ-8010MR1 PER TM LEVEL OAK TREAD 3 114" OR 5 1/4" IA2 SKIRT-LJ-4042 BOARD NEWEL POST -2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.5. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN, WHEN ONE 51DE 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, 5CROLL6, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 6. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MR1 �������������������������� -FULL HT. WALL TREAD LJ-6010MR2 "CARPET STARTS TREAD. AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR P LA N SECTION I r-r"i�G CUT THRU WALL LJ-1041/6 S-TURN Ix12 SKIRT M^ A�� STANDARD - LJ-6014MRI LJ-50115 WOOD = _ TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING - BASE ----�"-y Ix8 PAINTED PER TM LEVEL R15ER 3 1/4" OR 5 1/4" Ix12 SKIRL > LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 BRACKET NEWEL P06T LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARP Ei- STRAIGHT RUN STAIR D ETAI L N.T.S. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 2x STUD WALL w/ DRYWALL FIN. 36" H. RAILING LJ-6010 RAILING LJ-505 WOOD LJ-4042 BASE CAP BALUSTERS (3 PER TREAD) NEWEL POST MOULD Ix12 SKIRT -''_BOARD LJ-8010MRI OAK TREADS LINE OF BALUSTERS TO BE PARALLEL SUB TREAD 1 TO TOP RAIL LJ-8095 OAK LINEAL COVE MOULDING Ix12 SKIRT BD. BASE GAP MOULD , 2x12 STRINGERS--' Ti. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L NOT TO SCALE LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE POST LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD ,-3 1/4" BASE BALU5TER5 AS APRON (3 PER TREAD) Jill NEWEL 2 WOOD TREAD POST Ix12 SKIRT BD. eL AC BASE LJ-80n OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.5. W M r- ,n rnC-4 CIA - <r �.tl N cv r LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.S. LJ-5015 LIH-HOLI5A6K44 LIH-HOL25A5K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAKOI (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.r.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING --- LJ-6010 RAILING LJ-4042 NEWEL P06T LINE OF Zo KNUCKLES TO BE PARALLEL TO TOP RAIL A, LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUO44 (SINGLE KNUCKLE) LJ-5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD AND EQ. (3 PER TREAD - ALTERNATE SPACED) KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE TYP. WOOD BALUSTER M ETAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST %t LINE OF BASKETS TO r BE PARALLEL TO TOP RAIL r' LIH—HOL2BASK44 (DOUBLE BASKET) LIH-HOL15ABK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ, 5PACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: D1RAUJING�& ON 11''x17 &HEFT IJILL 5E ONE HALF THE SCALE NOTED N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER)' 36" H. RAILING—" LJ-6010 RAILING \ LJ-4042 NEWEL POST LINE OF — ` SCROLL TO BE �. PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS, x ao N0 M Nh M EON W co � yM w Mama *" NuMBER 24163.01* CAD FEE NAME IM-DUAMET ISSUED 04-05-13 REWSEO 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWA& FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVIS$EW&COM TA WA * 17Ek4\1ER. -. - EST. 1994 rr..- , STAIR * FEE TYPICAL STAIR DETAILS SHEETSD. •