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512 Red Rose Ln 18-667 (a)
GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F$.C.R - 61H EDITION (2011). NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLESS OTHERWI5E NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.5.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESI5TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. ' CEILING CONSTRUCTION: — THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE 'IXI' GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A LOT 16 5 THORNBROOKE 40 FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F$jCR - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINI6HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.CR - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE SI ARA E RIGHT OF CORRO51N-RESI5TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES ANASTA A G G SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F$.CR - 6TH EDITION (2011) R10312 AND A61M C $26. PER FE.GR 6TH EDITION (2011) R10312.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM " VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES 5HALL BE PROVIDED AT OR BELOW THE PLATE LINE N EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C Tb. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F,BJ:R 6TH EDITION (2011) R10313 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F$CR 6TH EDITION (2011) R103.1B R IN INCLUDED ELEVATION TRADITIONAL ACCORDANCE WITH ASTM C 82b. 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (I.IAJ THRU 11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 TAYLOR MORRISON S,F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOIN OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS• THORN BFROOKE 401s COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 4211 UPPER KITCHEN CA5INET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RF COR I? Copy REVIEWEC) FOR CODE (30MPLIANCE PLANS EXAMINER DATE SANMffr RUjL_Q!NQ__[,)-j)tSLQN A PERMIT ISSUED SHALL BE CONSTRUED TO 8E, A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY 'rO VIOLATE, CANCEL; ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE E0 ,uy 1ResulLs ko J;e r, �"olfe at slab bAspeci� �r1", r ko #� g- 667 O1-16-18 CREATED LOT 5PECIFIC PLAN FOR LOT 165 IN THORNBROOKE 40S, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: FRONT DOOR GLA55 IN5ERT, 5TAIR RAILING, POCKET 5LIDER, 6 H. INTERIOR DOOR5 FIRST FLOOR ONLY, ALTERNATE 5TUDY, TRAY CEILING PACKAGE, VENT HOOD/MICROWAVE TO THE OUTSIDE, PRE -PLUMB WATER SOFTENER, (S) CEILING FAN PREWIRE5, FLOOD LIGHT PREWIRE, (5) RECE55ED LIGHT5 PREWIRE5 AND (3) PENDANT LIGHT PREWIRE5 AT KITCHEN 15LAND, SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE E5 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4, PLAN REVISIONS DRAWING INDEX WINDOW INSTALLATION: WRITTEN INSTALLATION INSTRUCTIONS SHALL PROVIDED THE I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. BE BY MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE; AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE COV - GENERAL NOTES INDEX SPECIFICATIONS METHOD 15TOBEUSED. DWELLING / GARAGE OPENINGS: 1 -SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 5NINGLE5 (IF APPLICABLE): 2 V 1 — UPPER FLOOR PLAN NOTES I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b ANp IM21o.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 LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I R TYPE 11, ASTM D 4%S, TYPE II R 2 B 2 -UPPER FLOOR PLAN DIMENSIONS TYPE IV ORASTM D 61511517EQUNRED 1N ACCORDANCE WITH SECTION R905.1.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER of UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 486S, TYPE IV R ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION M.1,1. 3A 1 — FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.BJCR - 6TH EDITION (2011) RW53 5HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, R 3A2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION OR E RECOMMENDMMENDATIONS ATIONSAOF RAS 1116, In O/TRI FLORIDA IR 120. REQUIRED UNDERLAYMEN GH WIND CONCRETE AND CLAY OPER F$CR TILE INSTALLATION EDITION N(2011)FTRW633 SHALL H EDITION �CONFRM WITH ASTM DTHE VAsD 15 1226, NED (TYPE I;ASTM D 262b, RDANCE WITH TYPE 1►1 OR AS1M F L 1 — u F 1A "' 1 1 I N G DETAILS D ISIO OR ASTM D 6380; CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5AITRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 16 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118, ll9 OR 120. FL2 -FLASHING DETAILS CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : ,- II WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 0I PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 0HIGHER THAN 4A - MAIN FLOOR ELECTRICAL PLAN THE ROOF OR RIDGE THAT 15104" AWAY OR CLOSER TUB AND 5HOWER AREA5: 4 B - UPPER FLOOR ELECTRICAL PLAN CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C12M, C1325, ORC1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 514ALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TR - TRUSS STRAPPING PLAN TERMITE PROTECTION I. PENETRATION. PROTECEC►oNTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR N 1 '" STRUCTURAL NOTES SUBTERRANEAN TERMITE PROTECTION; THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE 5EALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 5LEEYE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND RODOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT SIN �` STRUCTURAL DETAILS OROF (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S2 - STRUCTURAL DETAILS MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION; SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER S4 - STRUCTURAL DETAILS PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE, 026 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 S 5 — ST RU CT U 1 A L DETAILS OR OTHER N MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONSIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE 4. MANUFACTURER'S INSTALLATION INSTRUCTIONS. T D —TRIM DETAILS 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT SECTIONS M14113. OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SD - STAIR TRIM DETAILS EXHAU5T FAN5 AND VENTING: (.OUTDOOR DI5CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS 5HALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.1S RAD) BEND AND 5 FEET (1524 mm) FOR EACH 9O DEGREE Ob RAP) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN!' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN I% ATTENTION GENERAL CONTRACTOR / BUILDER: 155GANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 1111111 /�� ON so ti O NCOo�,..• v/' w. r 2 CC L r:LuI x w N 00 M 0/ NW 't :. L J �- LL LL O �'• =SOD O QO �NM s< Z<� • JOB NUMBER • CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED v IN • Ij DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSWJ , R.ORMA 34677 80 9225.1300 TEL 813.925.1800 FAX W W W.DA1/LSBEWSC.OM TA]ViPA • 00IIVVPI EST.19" - 16 �111111 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 DE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION I2017I. 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 can O C :;::w 0 c:) L10-1 F_ C:) rrrrrrrrlrr•rrrrrr�lrrrrr•rri 2 on 5ot. • • • TI TLE • GENERAL NOTES REVISION LOG • E-9 8'-411 4'-411 4'-811 4' 8" 4'-8" 4'-011 1'-011 5'-411 5'-411 4'-411 4'-10" 3'-6 " 4'-411 4 2-STORY I -STORY �8`4` FTG. W/ 1II 50 GAL. p CONT. (TYP. AT LANAI) 8 W.N. 51 4'-411 d i5o co - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ ■ ■ ■ ■ ■ II �� S 8 O.C. VERIFY ACRYLIC ON LANAI WIDEN FOOTING S" AT POCKET SLIDER AND ADD lU 05 RE5AR 1-5tORY I=00�'INC� (1'`(P.) 1 i 20" H x Ib" W. GONG, MONO-FTG. W/ i 2 - 05 CONT. RE5AR5 PROVIDE I 25" MIN. LAP WHERE SPLICED AND ; WIRE TOGETHER BOTT. OF FTG, I I SHALL BE 12" MIN. BELOW GRADE 20 -0 I � I I 31-10 � �;, I I WATER SOFTENER M PANMSDRAIN I Ir[oI LOOP II Q � I I � 1 I � JJ I I ��'] IV Wxlb DEEP FTG. & I IU — J I W/ 2 - 5 CONT. R I — 9 -I 3 -9 rz 8 II tl =t I I I ■ OIL ELEVATION AT 04" (ASSUMED) 35' THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ bxb WI.4xW1.4 MESH OR FIBER = MESH OVER b MIL. VAPOR BARRIER ON CLEAN, WELL - N COMPACTED, TERMITE TREATED, GRANULAR FILL. z / / OH/2z 2ALL -611 \ / / \ III I — �� 16" Wxlb" DEEP FTG. W/ 2 - ro CONT. PROVIDE WATER 2. LINE FOR ICE MAKER // // / v /s . OF REF. SI 3'-611 SLAB CJ. �----- - >r i i CJ. - - - - - - - - - - - - - - - - - - - -- i----------___________ PITCH TO DRAIN — _ i a L1 .� 1 LIJ I i I 181-/1, 1 V D� b „} ° - �' PITCH I/8" / FT. `-8" x8" FTG. W/ I - CONT, (TYP. AT LANAI) u AA a Si 3A2 OoK aac ° 121-31, NOTE:- SLAB ANGLES ARE AT 45° ruN.o.) 4'-11" yf N 2'-1" OPT: _ ■ ■ ■ _ 1 = ■ 3 2-5TORY FOOTING (TYP.) 20" H, x 20" W. GONG. MONO-FTG. W/ 3 - S CONT. RE5AR6 PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER BOTT. OF FTG. :r SHALL BE 12" MIN. BELOW GRADE - 28'-V B44' Ib Wxl2 DEEP FTG.0 W/ 2 +5 CONT. SI / ' I I II 8" THICKENED EDGE I I `^ FOR SHOWER RECE55 W/ I NO, 5 BAR CONT. P.VC, ib zn F V-211 AIR HANDLER LINES _ UPPER FROM — _ 3/4" CONDENSATION DRAIN BY PLUMBER _ II.31I o F'1 \ ql-tIl / L 5 Fla 16" Waclb" DEEP 3'-8' M FTG. W/ 2 - 05 CONT. 3/4" RECESS ■ _ 14'-411 FOR ENTRY DR , m • 13'-811 '� ■ I 3'-SR ALAVIL-_8'I 3'-b"64' A/C PAC) (SEE MECH."'� CONTRACTOR FOR LOG.) — — 5'-2" 5'-811 i 41-01I 41-411 ■ ■ ■ ■ 5'-4" I-5TORY FOOTING 8"x8" FTG. W/ i - "5 CONT. (TYP. AT ENTRY) 13'-8" �OF 2x4 WALL 41-211 3'-111 2'-811 20'-11" 21-111 1'-811 3'-10" (LAV. l 54 3/4" CONDEN5ATIDN A DRAIN BY PLUMBER _ TILEI "' '� SEAT_ AV.OPT. (�' C.M.U. WALL�- -1 Fo4"P.V,C. DRYERI I WASHER I / \ ■ 19'-011CIO INDICATES I - +5 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINR SHALL BE HOOKED INTO BEAM ABOVE 4 FTG, BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER H,B. 31-/All wil Cull 4'-511 41-811 ELEVATICN AIR HANDLER (-) 0'-3 I/2" 3/4" CONDENSATION LINES FROM DRAIN BY PLUMBER UPPER FLOOR 41-811 31-811 41-211 'le 52'-4" \-811 C.M.U. WALL ABV. \ PITCHY 1/5" / FT. Lu 4'-411 11-411 11-811 le TAYLOR MORR16ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * # * * * * * * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * `®�IIIIIIIA/0� 141 • Go cc .. :Lu p: - �``0 �J Z �• w ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A,V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THI5 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER b, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 0 12" DEEP x3b"x3b GONG. FOOTING W/ (4) 05 BARS EACH WAY. G12" DEEP x24"x2411 GONG, FOOTING W/ (3) (5 BARS EACH WAY, G20 DEEP x30"x3011 GONG. FOOTING W/ (3) "5 BARS EACH WAY x 0 i. N co �w 0 N� M i■ c�� 66 � '• 00 oo 3�E M �an mM �q" • JOB NUMBER — • CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED DAVIS BEWS DESIGN GROVP Igo srA-rE sr1�r irA.sr OLD6MAR, FLORICIA 34677 813.925.1300 T'EL 813. 925. 1800 FAX www.l�nvrsa�wscotvl `T'AMI'A • L71rNVER � FS'1".1994 � 60 a II� III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL ISTH 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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 c V C0 J 4 12" DEEP x3ON30" GONG. FOOTING W/ (3) S BARS EACH • WAY.2504 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • 501L BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). *",�••.1.•..."...�...�1 • TITLE • FOUNDATION PLAN FS I S S 2 S - FOUNDATION PLAN GARAGE RIGFIT �w11�11rw•rrwrr�wllw� Ls T • TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS �c 2011 2 111 3111 5311 WINDOW CALL -OUTS 26" 12 5H 1/2 32 514 22 5H 32 5H wLU = 39" j 13 5H 1/2 33 5H 23 5H 33 5H J (p 51" 14 5H 1/2 34 5H 24 5H 34 5H � Z 6311 g 15 5H 1/2 35 5H 25 514 355 Z z 12" 3 16 5H 1/2 36 514 26 5H 36 5H G.C. VERIF= MASONRY OPENINGS FOR ALL WINDOW5, ,Uj WINDOW SIZES AND INSTALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5, Z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW USED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLASS- F.G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.CR - 6TH EDITION (2011). (ey- P. ARCHWAY SCALE: 1/4" - I'-011 BOTT. OF LINTEL AT 84" A.F.F. v o� II 3'4'64' A/C I 13'4"64" A/C PAL) (SEE MECH. PAD (SEE MECH. CONTRACTOR I (CONTRACTOR FOR LOC.) ( I FOR LOC.) L - - - L.__.__ _I STAIR NOTE5 SEE SWEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND,) 0 ALL STRINGERS TO BE 2-24 01 SYR ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: of AT MA50NRY/CONC, WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA51CONC.). 00 AT WOOD WITH (4) 0.131 x 31/2" 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: 00 AT CONC. W/ 1/4" DIA. x 3" TAPCONSAT 12" O.C.. of AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JOI6T/ OR BLOCKING BELOW. ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3112" TOENAILS EA. LANDINGS SHALL BE BUILT AS FOLLOWS: JOISTS TO BE 2x8 02 5YP, MIN. AT 1611 O.C. IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" RS, ENE) NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. LEDGERS TO BE 2x8 WITH: no (4) 0.131 x 31/2" NAILS AT EACH PA55ING STUD AT WOOD ATTACHMENT 16" O.C. MAX, ��• 1/4" x 3" TAPCON5 AT 6" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. of ATTACH J015T5 TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SU56TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. VARIES (SEE TRAY 8" TRAY CLG. IN OWNER'S SUITE j�B AO ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE, INTERIOR (COLOR C PER C55) FLAT LATEX B O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT �C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMI GLO55 CEILING SECTION SCALE: 1/2" - 11-0 1 1 STAIR SECTION SCALE: 114" • I'-0" G.C. VERIFY POP-UP OUTLETS SHIM AS REQ'D. �- CA51NG 2x STUDS (PER 5Tp, PLAN) BASE CABINET 1/16 0.5.5. BACKING 1/2" DRYWALL CALI. TOP AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 'AIR NOTE5: III ILUSTER5 SHALL BE SPACED 50 TWA 4" SPHERE CANNOT PASS THROUGH. NDRAIL5 NDRAIL5 FOR STAIRWAYS SHALL BE >NTINUOUS FOR THE FULL LENGTH OF FLIGHT, FROM A POINT DIRECTLY 0VE THE TOP RISER OF THE FLIGHT A POINT DIRECTLY ABOVE THE WEST RISER HANDRAIL ENDS SHALL RETURNED OR SHALL TERMINATE IN WEL POSTS OR SAFETY TERMINALS, NDRAIL5 ADJACENT TO A WALL SHAL VE A SPACE OF NOT LESS THAN 1-1/2 :H BETWEEN THE WALL AND NDRAIL5. NTINUOU5 GRASPABLE HANDRAIL ST MEET TYPE ONE OR TYPE TWO ITERIA SCALE: 1/2" = 14" FLAT HEADER AT 84" A.F.F. 1" IAIN FLOOR STRUCTURAL LEGEND 8" KO. BLOCK FILLED WIN 05 BAR OVER 8" CO - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) "5 BAR. IA - V K0. BLOCK FILLED WI(l) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU S BAR, GROUTED SOLID. • 0 _ 6" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED WI(l) BAR. LEJ 8" LINTELS SHALL BE FILLED, BELOW S" K0, BLOCK FILLED AND REINFORCED W/lU 05 BAR. ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. - PROVIDE (3) 24 STUDS W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE. © - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N L5TA15 STRAP. THE JACK -STUDS, iN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP50N H25 CLIPS, • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 *2 5YP W/ 1/2" 05B FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU SIMPSON L5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-011 FOR 1-DAYS AFTER GROUTING, STRUCTURAL NOTES.11 ALL LVL'5 TO BE Fb-2950 PSI MIN, ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. - RECOMMENDED MASONRY CONTROL JOINT. FS 145 2 "5 0%%till fill, �/� • °• •••°•• �� '�/ ice`` V .. J% ., U_ Se • LU � z •°,'6 ia HATCHING LEGEND I LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALL51 R 13 MAIN FLOOR PLAN NOTES SCALE: 1/4" - 1411 GARAGE RIGHT x m N001 to 0 N� I Y/ M sm mJ� ��Q 0 0o 200 QA <m zl NNW • JOB NUMBER - • CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED 10 DAMS BEWS DESIGN GROUP L50 STATE STREET EAST OLDSMAR, F1.ORIIaA 34677 $13.925.1300 T)3. 813 . 92 a . 1800 FAX W W W.DAVISBEWS.CAM TAMP'A • DENVE R. EST.1994 �- 6b a__ .• a In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P,E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE�- ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO 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 fmn 0 c)(1) J r-1 C IAIAIAM•.�I�0 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • 2SH T • 1C 1_mil J Vg V 'Y 11.4R -411 29'-0" 36 4" REFER TO SHEET 2A1 FOR MAIN FLOOR 11-8II SII PLAN NOT'E5 - ■Li ILir I 91-QII GJ ■ 20'-2° I I II'-b'F o 13' 01I I 20'-8" 0CID -011I _ v GATHERING ROOM cA i DINING I I %� KITCHEN i -, 2 CAR GARAGE LANAI P I ,- I h N 00, m I / • -� II 11 �. GII 3'-2 1/G" CJ V-3 1/4" 4'-211 / I N ■■ b -I- - FOYER I L--------- �,• ;� //�� 21.011 61-All D'Y 51-611 2'-211 - 11 3'-10" 3'-011 21/ ■ v ■ ■ rtYParRS s9� OWNER'S SUITE CV _ _I M I_ 11 1 10 41.011 HALF 1 STUDY • ,:�� ' i g LAUN. BATH 161.811 5'-1011 5'-8" 12'-4'I 31_QII I 19'-0" ■ — — — — — -- — — _ — �� — PORCH 11141 L__JL J O � ■ j I I N _ J J ■ ■ W -011 ■ ■ ■ 11'-V" ■ 4'_411 - ■ ■ _ TI_ All II_QII 52'-411 GI-/„ll 13'-811 y �O ••••••••°•• Nib /r' • CJA �y co �"e Q o• �z .. .w co • ecD N•:.� • • i.V �eeeoo MAIN FLOOR PLAN DIMENSIONS GARAGE �N� • C x �a w IN CD M O NW T cQi�M 6A A LA 66 Q . 00 H ..■ 2NM �E YQ� Z5 LNW o�llwn•.IIIIIL.L..� • JOB NUMBER - • CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED • DAVIS B Ews DESIGN GItOVP 130 STATF STREET FAST OLDSM1IR, FLORIDA 346T7 813.92.5.1300 TM813.925.1800 FAX W W W.DAVISBFWS.CAM TAMPA • DENVER. �E:ST.1994 - 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 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWEDTHE 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 G� Z U■.J 0 c) V) C) ~� 0 C:) 37 0 1 L� O • TI TLE • MAIN FLOOR PLAN DIMENSIONS �f 2A2 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 K/ 2411 3611 4811 WINDO W CALL -OUTS O (D 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F G. = � 2411 ° 18201=.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2O30 5H 3030 5H 4030 5H Z 4811 g 1840 5H 2O40 5H 3040 SH 4040 5H 6011 1850 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 5H. G.C. VERIF= ROUGH OPENING5 FOR ALL WINDOWS, w WINDOW 5IZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG-5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FJ3.CJZ - 6TN EDITION (2011). REFER TO SHEET 252 R FLOORSTRUCTURAL LEGEND ff - PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 28 STUDS W/ (1) SIMP50N HTT4 CONNECTORS AT BASE. ® PROVIDE 2-PLY 1.15" x 12" L.VL BEAM 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) 51MP50N M6TA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1)6IMP50N L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 � SYP W/ 112" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N L5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2B CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-01I FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'S TO BE Fb-255O PSI MIN, ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS 0 NOT A SPECIAL FLOOD HAZARD AREA �c 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 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS 5HALL NOT PEWIT 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 (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209O PER F$.C.R - 6TN EDITION (2011) R3112 UPPER FLOOR PLAN NOTES GARAGE RIGHT �N•I�I• 0 Icox CD C N CDD. � NW 0 (a N. am w .J ,= Sam ;9LW `. L '• 0 C CD c) ..' E 10 T. 4� Go ?Q� JOB NUMBER — 0 CAD FILE NAME LOT 165 7B ISSUED 01-16-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST o1.osMArt, �1a1s1uA �77 818 . 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMI'A • DEIVVER.. EST.1994 �;6 �111 VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704,4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 r W o cn a co ce C)e Q0 %mc) JV-4 CO ���rrrBmlrrr•Iriro•wrnrr•r2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS II .Viol u,.l.. IlJ kdl_dn 201.A° O •� M w•• �C/ LL.; O•i � w/i ©J A • / z Nq d O �•• • '4 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER CAD FILE NAME LOT 165 TB ISSUED 01-,16-18 REVISED DAVIS BEWS DESIGN GROUP 1.50 STATE STREET EAST OLOGMAR, MORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX M WW.I7AVISBEWS.COM TAMPA • DEIVVER. EST.1994 rqc �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 I HEREBY CERTIFY THAT I HAVE REVIEWEDTHE .� ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OFTHE 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 RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY r•I.. C:) W un O 0 0 �Iirl J O 2582 • rlrLe- UPPER FLOOR PLAN DIMENSIONS I 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H / TEXTURED BANDING LF 3/411 THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE55 IS 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. - bTH EDITION (2011) R103.1.1 AND ASTM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C Tb. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" �c WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER F.B:C.R - 6TH EDITION (2011) R3122 PLT. HT. 4" BANDING (TYP) 1'41 W. x 54" H --- b DECORATIVE FIXED SHUTTERS 4" BANDING (TYP.) SECOND F.F. LINE T.ori. 811 BANDING • , 411 BANDING r TEXTURED --C °' FINISH 6 12 /SHINGLE ROOFF� 12 G.C. VERIFY b� FASCIA CALL -OUT zSTUCCO FINISH b 1� HINGLE 1 /Sb -SHINGLE ROOFF7 ROOF ~7 >-<6 LSHINGLF ROOT MAIN F.F. LINE TEMP. I — I— T_ I GRADE LINE 4" BANDING G.C. VERIFY GLASS (ASSUMED) DOOR SURROUND INSERT FOR FRONT p00R NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION SCALE: 1/4" - 1'_011 PLT. HT. I'411 W. x 54" H. DECORATIVE FIXED SHUTTERS SECOND F.F. LINE T.o.M. 8" BANDING COACH LIGHT TEXTURED d FINISH MAIN F.F. LINE GRADE LINE (ASSUMED) p: s •• *0 O a (� Z /ya•w J o � Z"li�R Z. (J/ INCLUDED ELEVATION - "TRADITIONAL GARAGE RIGH, x w NOD co O� N 't Y/ 04 rrrr L m ,� L r�RW '. 00 i 0 � E C3 000 � Zam JOB NUMBER - CAD FILE NAME LOT 165 T8 ISSUED 01-16-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA W77 813.925.1300 TEL 813.925.1800 FAX W'W WX)AVISSEWS.COM TANIPA • DEIVVER. - EST.1994 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 I 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 (.17). THE ENGINEER HAS NOT REVIEWED THE PR&ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W c C) Cole 0 0 T—I 0 2582 • TALE • FRONT ELEVATION DETAILS ------------------ / ------- -------- LANAI ROOF VENT REQUIREMENTS 4:12 j VENTILATION CALCULATIONS 2 ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ, FT, I I 0 I X 144 = 67 SQ, IN. I I I t V121! I HALF AT UPPER2/3ROOFVENTS=33,36SQ,IN. 6:12 I # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. I 1 �e t I I I I I I I I I I I t I I I I I I I I v I I I i t I I i I I I I y� I I �e I i t I I � I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT, X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, I I -_----�\--------- I I I I --------------------- GARAGE ROOF VENT REQUIREMENTS -j-------- I 6:12 6:12 I VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ, FT. I X 144 = 254 SQ. IN. TYP I I I OVERHANG j j HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ, IN. AT HIP (UNA) �Q y� # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT, I I si I i AA ROOF PLAN SCALE: 1/8" = i'-011 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 'L INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.6J:.R. - 6TH 3/4" EDITION (2011) R103.1.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CR - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'4' WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER FB:C.R - 6TH EDITION (2011) R3121 GIRDER 6 I,i' TRUSS ROOF TRUc AT 2411 O.C. 2 CAR GARAGEQ GIRDER 6 IE TRUSS OF TRUSSES 12 AT 24" O.C. — 6� (TYPICAL) BR. 3 L Q 6 GIRDER ZZ F TRU55 L2-STORY E VOLUME- �■��III�IIIII�IIIIIIIINIIIIIIIIIIIIIIIIIIII�III�IIINIII�IIIINIIIIIIIINIIII ; ` ` [I El GATHERING SECTION AA. SCALE:1/8" -- I'-0" 6 1� Q6 LSI 12 6I% LE Q6 R O/7 SHINGLE ROOF PLT. HT. _ _ _ _ _ PLT. HT. = 01TEMP. LSTUCCO °' STUCCOFINISH FINISH ;- * SHINGLE ROOF j� 12 6 `SHINGLE SECOND F.F. LINE _ SECOND FF. IN E p LINE _ SECOND FF. LINE _ _ 11 8 12 Q6 ROOF/ SECOND F.F. LINE - - — - `� T.O.M. D.M.r_ -TEXTURED --TEXTURED o; FINISH 7 Q fap CIO FINISH MAIN FF, LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - MAIN FF. LINE- GRADE LINE (ASSUMED) G.C. VERIFY GLASS GRADE LINE (ASSUMED) INSERT FOR FRONT LEFT ELEVATION DOOR SCALE:1/8" -- I'-011 6 12 12 � LSHINGLE 12 Q6 ROOFF 6IE SHINGLE PLT, HT. _ ROOF -- PLT. HT. _ STUCCO /�Tucl:" °' FINISH r FG• FG• FINISH? SECOND FF. LINE 4� ---SHINGLE all/� SECOND FF. LINE T.O.M. ROOF -- T.O.M. TEXTURED a; FINISH MAIN FF. LINE TEXTURED FINISH MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE:1/6" = 1411 TEMP. .� .• � •.• Bch ��, ® :V ci ©?gym OIl� �, •.o•• J�e� is • ��!. 6 ILSHINGLE Q6 �—.- 6 12 ROOF 12 6 SHINGLE ROOF PLT. HT- _ _ _ _ _ PLT. HT_ LSTUCCO Zucco STUCCO 6, 12 FINIS 6(H� G SHINGLE r- FINISH FINIS H m ROLE �4 SECOND FF. LINE_ ROOF 7 811 SECOND F.F. LINE 8" SECOND FF. LINE T.OM. ZTEXTURED L-TEXTURED "r TEXTURED FINISH FINISH -TEXTURED FINISH 7 FINISH 7 iE, MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. DINE GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION - "TRADITIONAL GARAGE RIGHT �^ NOD m o N� T C�I�aJ 2 � Pn LL Lo �Q• 00 00 dOM 3�E fa �I z Q M • JOB NUMBER - • CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED • • DAVIS BEWS DESIGN GROVP 150 STATE STit.EfvT EAST OLDSMAR, MORMA 34677 813 . 925 .1300 TEL 813 .925 , 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIVVFJk -- EST 1994- �111 VORTNEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 -41 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 MANUR 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 (n W0 c V Q N cn C) i'l000lo— I vol00000l Lr) 0 C 2582 • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6 WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OF MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN gk BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL 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 PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND CAULK/SEALANT OR SOLDER LBETWEEN PAN FLASHING AND DECK FLASHING. EXTERIOR FINISH PER BUILDER 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 u EXTERIOR SHEATHING '9T,yF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sT SILL PLATE �E (SEE DETAIL B FOR OPTIONS) �� 0yl gP7- WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING v 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 RESISTIVE THROUGH FLASHING BARRIER WEATHER i / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE (ASSEMBLED WINDOW) (LASHING HEAD FLASHING TIE-IN INSTRUCTIONS: 2 1 /--FLASHING-\ � V DO NOT FLASH OVER BOTTOM NAILING FLANGE NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING, 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING_ 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION: 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x U r0 O ') h0 J� p co dj VL >N�M Oo-� �00 3�E 0 N 00 cro^ Z IN vo JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, ELORmA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.COM TAMPA • OENVM -� EST.1994 - • TITLE FLASHING DETAILS FsL 1 0 ve o SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WOOD FRAME CONSTR. SELF -ADHERE FLASHING BY LAPPING DOW OVER RIM JOI: UP WALL BY 6 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND 3,€r< OR EQUAL WEATHER PROOF z rr1w"�I 3 CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST ILE WINDOW UNIT a, —11 n) D FLASHING ER H V SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING ---�� 3/4"-l"BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD FLASHING SELF -ADHERED FLASHING DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE ' REFER TO TECHNICAL / WEATHER PROOF CAULKING DETAIL WP01) '' SCORED LETTER ON CHEMICAL RELEASE PAPER COMPATIBILITY ° SELF -ADHERED FLASHING ° ° / ° SELF -ADHERED FLASHING, `° (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM ADHESIVE AS SHOWN) DO NOT FLASH OVER BOTTOM NAILING FLANGE / BOTTOM OF THRESHOLD SECTION -A (SEE ° DETAIL WP02) SELF -ADHERED FLASHING / NAILING FLANGE SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING/1 ASPHALT SEALANT: CONT. GALV. „L, EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER, WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT ;.:?>; r,• r:.;' SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE DIVERTER M FLASHING 7 !: DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE n' n IN N s..• nhn:::'n; :�°N Ist:�:�:�. ::r ROOF r' r•I.FLASHING m. , ,. , a. iN CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT `�--DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER MANUFACTURES a SPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT\ore RppF pSp� ° ° METAL DRIP EDGE T BE UNDER UNDERLAYMIENT AT <<09 TKO pC��ls SO ROOF EAVES ? tiitic Lq<sy� / �poF vscK ROO���9jVO'v� 2' S\pv� O Np�R�P�M�N� \ A ,Np�P.9 TYPICAL ROOF TO R� oti o� 5E ���SE URS� \ WALL FLASHING DETAIL qT ro 5�N °�R ��°° 3µ0 C Np GpuRSS -, DO NOT NAIL WITHIN 6" VALLEY CENTERLINE z c RAKE METAL DRIP EDGE TO BE OVER 5' 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. `-' CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER / 7/16" O.S.B. / SHEATHING METAL FLASHING / 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND \ �` METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 9•� BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE >UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH \DHERED FLASHING THESE DETAILS ARE FLASHING CA MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5, K r0 J010O O rMl�� Y/ 2y�� N �pLL `0 �Wti 0 of Co i IOn 0620 �M Z cy 't JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAP, MORIIMA 3077 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TA1VWA • M0-4N/E'.1i, -- EST.1994 • TITLE • FLASHING DETAILS • 5 EET • ELECTRICAL <E ** - 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �oiP. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN *® TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ; %. EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL.) G.C. VERIFY FLOOD ® CHIMES (OPTIONAL) LIGHT PREMRE W/ :�Dr El PUSHBUTTON SWITCH (OPTIONAL) SWITCH ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) COMBO DETECTOR (ARC -FAULT) sl-Q TELEPHONE (OPTIONAL) LEP ® TELEVISION (OPTIONAL) Q THERt10STAT ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) W.P. c � ROUGH -IN FOR OPT. CEILING FAN 0.1. v J c h CEILINROUGHMOUNTED t RENT LIGHT FIXTURE W/ I� � � _ _ — — - c� CEILING NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G,Fl) AS INDICATED L I L- ON PLANS OR AS ITEM N0, 4 AND 5 BELOW INDICATES. — — — 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES At THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: A/C SWITCHES.... 42" DISCONN. OUTLETS ..... 1411 TELEPHONE. 14" (UNLESS ABV COUNTERTOP) TELEVISIOR ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 40%.12 AND 40b.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GPD. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH *PA 10, NjE.G. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAM MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY 5ACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. II GATHERING ROOM iI STD. LIGHT OPT. PAN` \ / </ W/ FAN oPT LANAI � . � \ I �'`� UP t0 FAN/ LIGHT / WALL MOUNT W.P. At 8'4' 11Gpl CM D mv /0� ROUGH -IN FOR OPT. FAN/LIGHT / I I OWNER'S SUITE / OWNERS BATH G.C. VERIFY LOCATION AND QUANTITY CIF RECESSED LIGHTS AT OWNER'S SUITE II 1111411111 MAIN DISCONNECT (METER W150 - SQUARE D MICROWAVE VENT AND OUTLET +14' [MICROTEXTERIOR > GF.I. GP.I. OF WINDOWS "` I I o 1O� �O�' PENDANT G.C. VERIFY: LOCATION (VERIFY I a OF DISPOSAL G,F.I. LOCATION) ZP OUTLET 16 UNDER SINK \ — ,_� CABINET , IG�.. G�F.I. I�� IGx\ AT 48 DINING G, KITCHEN Gxa G.C. VERIFY AT 32" / LOCATION AND QUANTITY OF PENDANT LIGHTS AT KITCHEN ISLAND / 71 SD CHI FOYER CM \ — — — D PENDANT (VERIFY LOCATION) 11Q, 0. ■ell 14 DRYER ---- DIRECT VENT THRU EXT. WALL REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP. +14 AND 012 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL w0 COPPER TO WATER HEATER 08 COPPER TO RANGE 14 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. HALF 4 �/ ROUGH -IN BATH </ FOR OPT STUDYSTUDY W.P. GP.I. FOR T.U.G. SERVICE COACH GPJ. LIGHT PALEC.ANEL 200 AMP At 48" IRRIG. 2 CAR GARAGE I 1 I I LL: I II 1•I�� � I 11-► � I I I I PUSHBUTTON FOR I GD. OPENER L--------- GI=.1. / COACH AT 48" LIGHT Gf.l. r PORCH I ---- _ __ L G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • K N m M NW M Y� � N M1 ai d " ...1 U. 66 Id'• 0 0 WPM 108 • JOB NUMBER - • CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED DAVIS BEWS DESIGN GROVP 00 STATE STREET EAST o1SlAR, RANWA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVISHEWS.CAM -TA 4PA • DENVM -� EST.1994 e�=-_ 2582 • 77TLE • MAIN FLOOR ELEC. PLAN 4`A L CTfRICAL < � - 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c- FLUORESCENT LIGHT FIXTURE g EXHAUST PAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL-) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) sc SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) Kj TELEPHONE(OPTIONAL) ® TELEVISION (OPTIONAL) Qr THERMOSTAT ELECTRIC METER ELECTRIC PANEL - DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING PAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GPI) 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 PLOOP. SWITCHES.... 4211 OUTLETS ..... 14" TELEPHONE...14" (UNLESS A5V COUNTERTOP) TELEVISION, - .14" 3. ALL SMOKE DETECTORS SHALL 5E HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N,EZ. 2014 400 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF-I) 6. IT IS THE MSPM151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS 1N FULL COMPLIANCE WITH NFFA.10, N,EL. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, BEDROOM 2 ROUGH -IN �\ �i FOR OPT. FANLIGHT \ J G.C. VERIFY LOCATION AND QUANTITY OF RECESSED LIGHTS AT LOFT t0� ROUGH -IN FOR OPT. / ROUGH -IN FAN/LIGHT �Q% FOR OPT. <\ \ FANILIGHT '� I G \> DOM TO LOFT SWITCHES SD cm SD I � LIGHT\ I. I SWITCH IN ATTIC L M I F / CM �.: D A.H. I DISC. SD O; 1 BATH 3 HORIZ—J MAKE-UP LIGHT \ ROUGH -IN / FOR OPT. FANLIGHT I BEDROOM 3 SD WAIL ROUGH -IN FOR OPT. PAN/LIGHT BEDROOM 4 _-_..------------- G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED K w C "« M N� O ti YI co) CIA 2 . j co 0) Lm • • 0 0 boa �QI� M Z QT 41 2 0 0) • • JOB NUMBER — 0 CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED DAVIS BEWS DESIGN GROVP ISO STATE S I REE T EAST OLDWAR, FLORIDA 34677 813 - 925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COOM TAMPA • DE 4 VEFL — EST.1994 250/ • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN 48 GARAGE RIGHT ,;I -All 14I®4II FLOOR TRUSSES ROOF TRUSSES_ FRAMING FAFENER CARACITI LEGEND O51MP5ON MT6M16, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. @ 6IMP60N 1410 - (6) 86 X 11/2" (TYP. 6YP FRAME) FRAME TO MASONRY) O 51MPWN METAIB-40 - (1) IOd x 1-1/2" (TYP. FRAME TO MASONRY) 13 SIMPSON MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) _ __—_—_-- O SIMP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. 14 51MP50N L5TAI8 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® SIMPSON LTT2013- (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 6YP FRAME TO MAS/FRM ALL-AROUND) FRAME ALL-AROUND) O 6IMP60N HETA20 - (91)-10d x 11/2" (TYP. 6YP FRAME TO 16 5IMP50N LBTA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) 5IMP50N HTT4 - (1) 5/6" dia. A.B. + 18-16d BOLT IN 51MP60N SET 1-1 (2) 5IMP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K0, FRAME) BLOCK SET, (TYP. 6YP FRAME TO MASONRY) 18 (2) SIMP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 6YP FRAME 5IMP50N MGT - lU 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA60NRY KO. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2-PLY 19 SIMPSON 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY) (3%50) 6IMP60N MGT - (1) 5/8 DIA, x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MA60NRY KO. BLOCK BET IN SIMPSON SET EPDXY. TO FRAME) 5IMP50N MSTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 6IMP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. BYP FRAME TO FRAME TO FRAME ALL-AROUND) ® 5IMP50N LGT3-6D5 2.5 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/81' 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 2 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES 9 IMP50N 1475 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN SIMPSON SET PDXY, EMBED A.B, 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 6IMP50N HT6MI6 - (8)10d w/ (4)1/4x21/4 TITEN (TYP. 5YP FRAME TO MA50NRY K.D. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 10 5IMP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 SIMP50N M5TCM40 W/ 11416d SINKERS AND (10)" x 2 a" TITEN INTO MA60NRY K0: BLOCK 12" (MIN) SET BOLT$ IN SIMP50N SET SCREWS EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 26 SIMPSON M6TCM60 W/ (26)-16d SINKERS AND (14) " x 2 " TITEN I1 6IMP50N HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) Nor 5: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU66 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 6IMP50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PRM55IONAL ENGINEER TRU55 DESIGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S IN5TRUCTION5 MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERW15E: I: ALL ONE 6TO�Y MA50NRY TO TRU56 CONNECTIONS TO BE SIMPSON META20 (AT EACH �USS),W/ (1)10d x 1-112" (UND.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. MAX.) W1 � 10d x 1-1/2" (;+SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*,) (UND.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON HIOA W/ (18)10d x 1-1/2" OR 5IMP50N HT620 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UND.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMPSON M6TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5FECIF=IC,ATION FOR LEDGERS (THE FOLLOWING SHALL APPLY U 0.) LEDGER A (LA) - 2x4 Pt W/ 1/4" DIA. x 3" TAPCONS AT 12" O.G. SET At SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT t0 THE MASONRY WALL. A TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/5" DIA. x 8" A.B. At 12" O.G. STAGGERED W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUS5 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD525600 SCREWS AT EA, STUD Oro" O.C. MAXJ W/ SIMPSON HU/HUG28 At FACE ATTACHMENT OR HTSI(o AT TOP CHORD BEARING AT EA, TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA, x 8" A.B. At 12'' O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/6" 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 TRU55 51STERED TO THE WALL IS NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMP50N 5D525600 5CREW5 AT EA, STUD Oro" O.C. MAX.) W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HTSI6 D At TOP CHORE) BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE:C HU/HUG28-2 O HU/HUC28-3 MAY USED F 2 Y Y HAN t S5 ATTACHMENT, RESPECTIVELY, U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGHT mrrr�wwrrwru��wwwwwrw x w N0 0 M N� 'I Ncm M dT -j r WW 0 0 W1'OD o CIS NM f a< Go 410 JOB NUMBER - CAD FILE NAME LOT 165 TB ISSUED 01-16-18 REVISED 11111111/114 Q° ®♦/ Ln Lu 0 c) C) eftvooO co 0 c) 37 ne Ln 0 Ir-4 0 i®11r� �VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 $13.704.4$42 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 IHEREBY CERTIFY THAT I HAVE REVIEWEP THE ATTACHED DESIGN, AND FIND I7TD BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (Z017). THE ENGINEER HAS NOT REVIEWED THEW PRE-ENGINEERED TRUSS MANUF.YOUTTO bETERMINE ANY LOAD REARING CONbITIbNS AND RESERVES 7HE RIGHTTO MAKE ANV CHANGES AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY � O 25oz. TITLETRUSS STRAPPING PLAN SHEET TR GENERAL NOTES -.- CEILING COMPONENTS AT ENTRY B LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1116" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALLY AS PER DETAIL 0/62. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL 5E VERIFIED 5•Y' TRUSS MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED 5Y THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT E AS SUCH 15 RESPON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY 5E CHANGED 5Y THE TRUSS MANUFACTURER THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 8 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS e THIS TIME 8 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU85E5 TO BE DESIGNED USING THE MOST REGENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RE5PON515LE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE .ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST & PRE-5TRE55ED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED B PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY GASTCRETE. 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 PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RE5PONSI5ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN, CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS E CLADDING PRESSURES REQUIRED BY THE SEALED PLANS •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OP PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS E KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 6 16" O.C. TO PROTECT PROM FALLING HAZARD. • ALL KNEE WALLS WHICH AL50 ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RES15T THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL •• APPLY LOCATIONS WHERE THE r-LOOR SYSTI5 NOTEM 5ELOW THENG SGUARDRRAIL 15 PERPENDICULAR, AT 40" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE•: WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/J015T/BEAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0,131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "515TERFC)" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY •• AT OCA IONS WHERE RTEHE FLOOR SYSTEM SYSTE I ED BELOW THELCUARDRAIL 1TH OF 8 PARALP�LEDL TO TDHENGUARDRATHE IL,, THE BOETTOM PLATE EOF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OP SIMPSON SD525600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH `1/16" 065 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT 5ELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), 5RDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE 50TTOM PLATE WITH SIMPSON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0,131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. TH15 ATTACHMENT SHALL ALSO APPLY AT ALL •• ALL KN=EWALDIRECTION LS EIC4 ON AT THE = WALL. SHALL NAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACHSTUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO 50TH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. of UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROV151ON TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HA5ITA51_5 ROOM A5OVI= GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2'' DRYWALL • 2 5TORY HOM46 W/ HA51TA LE ROOM A50VE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BF€ii3 DRYWALL, • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY E LANAI CEILINGS TO 5E -1/8" STUCCO OVER 15/32" 065. ROOFING 4 FLASHING (NOTE SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL 5E GALVANIZED STEEL, 5TAINL3=5S 5TEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. RS05.2.5.1 • SHINGLE UNDERLAYMENT: MIN, 30*' FELT (OR PEAL E 5TICK) INSTALLED PER MANUFACTURE SPECS * F5CR e05.2.1. • TILE UNDERLAYMENT: PEAL $ STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN, 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. 5RICK E STONE: • BRICK/STONE SHALL 5E SELF SUPPORTING. MASON SHALL PROVIDE ANGLE 5UF=PORT AT OPENINGS SUCH THAT IT 5PAN5 THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA, X 5" SIMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM, ANGLE SIZE PER B.I.A. B F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/5" STEEL ANGLE W/ 3/6" DIA. X 4" LAG SCREWS 6 12" D.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. E F.B.G. CRITERIA OR BY OTHERS. • 5RICK/STONE TIES, ANGLES SUPPORTS, AESTHET(C FIN15HE5 SHALL 5E INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 53O/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT REBFCN515LE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE SEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM 5ELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, B LIMIT DEFLECTION TO 1-1600 IN THESE AREAS FOR PURPOSES OF 5RICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONF. • 5RICK/5T0NE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 8 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY 5RICK MASONRY 4 NATURAL STONE, SIMULATED PRODUCTS 8 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1, CODES 4 REFERENCES- I.I. FLORIDA BUILDING CODE, RESIDENTIAL roth EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 310). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/A5CE 50, 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. L6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.-I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. 1.0, AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2, DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -1 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2, FLOOR LOADING: LIVE 40 P5F DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH 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 RE61=0N5151LITY 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 TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/5" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TU55, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING 5EE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 'a 28 DAYS (U.N.O.). 4.3. REINFORCEMENT RE5AR5 A5TM A615 GRADE 60 (U.N.OJ. 4.4. WELD WIRE FABRIG (WWF A5TM 4155) or FIBER MESH PER 45TM C1116 TYPE 111 4.13. USE 0.151e, BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 H00K5 SEE TABLE. 5, MASONRY: 5.1, MASONRY CONSTRUCTION 8 MATERIALS 5HALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530RASCE 6/TMS 602), PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN 50CIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENT5. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.21 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 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE. 5.2.6. GROUT 5HALL COMPLY WITH A5TM G416. GROUT SHALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF 0"411 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 11SOO PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE-STRE55ED TENDONS, 4 METAL ACCESSORIES 5HALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORRO5ION PROTECTION 15 NOT APPLICABLE. 5.3.rt. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.0. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.8. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2, ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE55 CLEARLY DELINEATED AS "REQ'D." 5,4,4, WHEN USED, MA50NRY 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 JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL UNKEYED CONTROL JOINT (3/8")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1, DIMENSIONED LUMBER SHALL BE DRESSED 546, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION, 6.2, ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRU55 BRACING LUMBER 5HALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED s 16" O.G. & SHALL BE 5-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 *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE 5PF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 a MID -HEIGHT, 4 SHEATHING JOINT. BRAGE GABLE END WALLS e 4'-0 O.C. MIN, 6.3.rt. ALL LOAD BEARING WALLS 5HALL HAVE 5-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 TRU55/JOI5T ABOVE. &A. 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 GCA SALT TREATMENT IN ACCORDANCE WITH F,S. 11-W-5`ll 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, 5EE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: 5HINGLE OR METAL, -1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN, 15/32 THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2, WALL: 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.). 6.1 ALL NAILING 8 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. ro.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2'' DIA. x 10'' A.B. -a 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 51MP50N SDS25600 6 24'' O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'F752. BLOCKING DEFINED (THE O G PP Y U.N.O.) �� 1 0.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED A5 A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.D. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE 5HALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME kNALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK-) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATION5 BLOCKING WHICH 5UPPORT5 THE SHEATHINCG JOINT5 MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. IS IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPINCG, BRACING, AND SUPPORT, U.N.O. 5PECIFIGATION FOR 5UCK ATTACHMENT FOLLOWING P Y O. • IF 1x - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x • IF 2xK- ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS 6 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATION5 (THE FOLLOWING SHALL PPLY U.N.O.) FOP EX ENGINEERING, LLC. HAS CHECKED THE HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA ING CODE, RESIDENTIAL 6TH ED., AND 15 NOT ONSIBLE FOR THE DESIGN'S ARCHITECTURAL R DRAFTING CRITERIA (I.E. - DIMENSIONS, ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN 15 THE RESPONSIBILITY E DESIGNER SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL 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 5/8 DIA. A.B. INTO THE 510E OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OP 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF T' • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE, SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5PECIFICATION FOR LANDINGS 4 STAIR GON5TRUCTION (THE FOLLOWING SHALL APPLY U.N.OJ • ALL STRINGERS TO BE 2-2X12 *2 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS 8 UPPER FLOOR LEVELS WITH SIMP50N L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• s MASONRY/CONG. WITH 4" DIA X 3" TAPCON5 ATV' O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONCJ. •• m WOOD WITH (4) 0,131 X 3"" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED 1N TH15 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A PLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• s CONC. W/" DIA. X 3" TAPCON5 6 12 O.G. •• 6 WOOD ATTACH W/ 0.131 X 3"" NAILS AT 8" O.C. TO TRU55/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3i" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• JOISTS TO BE 2X8 $2 5YP, MIN, 6 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM $HALL BE (2) 2X12 "2 5YP WITH 2-2X4 SUPPORT STUDS •• EACH END. IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END N J015T WITH (3) 0.131X3 I' R.S. END NAILS AT EACH LANDING JOIST, k IF (2) 0.131 X 3�" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH- *10* (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• "" X 3" TAPCONS 6 8" O.C. STAGGERED s MASONRY/CONCRETE ATTACHMENT. •• ATTACH J015T5 TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL. RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. CONFL I CT5 (THE FOLLOWING 5 FLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'5 SPECIFICATIONS, THE SEENT DIC�• WHERE AA SEALED CRITERIA ROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. D15CLAIMER (THE FOLI,:OWING SHALL APPLY U.N.O.) CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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. ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY it WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SQFT + 28.8 /-117.9 PSF @ 20 SQFT + 26.7 /-109.8PSF @ 50 SQFT + 22.5/-100.1 PSF @ 100 SQFT + 20.4/- 92.4 PSF WALL @ 10 SQFT + 50.0 /- 67.0 PSF @ 20 SQFT + 46.6/- 62.7 PSF © 50 SQFT + 44.9/- 57.2 PSF @ 100 SQFT + 42.4 /- 55.5 PSF @ 500 SQFT + 37.3/- 41.5 PSF GARAGE 'DOOR 8' WIDTH + 44.6 /- 49.7 PSF 10' WIDTH + 43.9 /- 49.2 PSF 12' WIDTH + 43.2/- 48.6 PSF 16'+ WIDTH + 42.2/- 47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN0 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES o U. w cc r < 0 z O FZQZ wO nwW/ Q 'J li W J � F- Z D Y E f p s L� OW n 5 cl. W 5-} o � J N W Z O J W W O Z41-w =�zrz 82-=20 � >- rn W 00 �aoo zN�omch OZ Z H� � SF�-Q2Z2 0 0 y ceopOEM � LL Q F WQ `W �-, a. aF- L1_ ZW! uwp W J LL W Q�� 8 aza�Lu }VV WC7WW= J o. K Lu = 4. Q Q Lw uj V) d m 4 W W V O Q J M o en F_ Lr) Ld �N Q d' Ln r 00 10 N� W 1-- p 00 M W � C) W N 3: Ln N Z 4� �c»CO ©°C IJJ U 00 D Li Q W z vi r- O�� > 1 0 U) 0 Jl 41 DATE SCALE NOTED DRAWN 11K/POK JOB _ content: Structural Notes Sheet number: N1 141-30 FLOOR TRUSS J. BRG. r PLONV�r•�INTERIOROdDBEARING A 12 L (T?'PJ SEE ELEV. PRE- ENGINEERED WOOD TRUSSES to 24" 0/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON 5P2 6 EA.5TUD 1/16" APA RATED SHEATHING - SEE SCHEDULE FOR DOUBLE 112X" FASTENING S.P.F. TOP PLATE 2X4 PT STUDS 6 16" O.C. OR CRICKET AS (1)2X4 PT STUD @ 24" O.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 _= SIMPSON 5PI 6 EA. STUD ' .::. MAIN SPAN ROOF TRU55 2x4 PT. BTM, PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. - UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.STUD MOISTURE BARRIER 8" X8"X16" K.O. BLOCK W/I S CON .~. (1/'5 VERT. IN CONC.FILLED CELL 8 FILLED W/2500 P51 GROUT W/ STD, 90° HOOK IN K.O. BLOCK d\ 4 / 1 I I / .44Q ° ae / ` I A. Ao. V [ I V I ' a n \ /P d ° 41 `<� / $ 4, •Q / m2-3 ii I I � d II 1^ 4 < d •� ° A I '4 4 b LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL ONCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE ll RE511 y1 03 111i/8 41/2 155 211//4" 41/2 131/4 16 04 2 1/2 6 S 1/2 20 3" 6 12 1/2 21 's 3 1/6 1.5 II 3/4 25 3 3/4" 1.5 15 1/2 26 " 3 3/4 9 14 30 4 1/2" S 18 1/2 35 "i 4 3/6 10,5 16 1/2 35 5 1/4" IOB 21 3/4 53 8" 12 24 3/4 14 9" 13.5 28 95 PATCHING EGE p - NOTE: " ® "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF NOT FOR U5E IN THE HVHZ (DADE, BROUJARD) INTERIOR LOAD 6PH4 CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail (4) 106 NAILS BEARING WALL (W/ AT 2x,5 OR5 N EI 5PH S 1 SCALE: NTS INTO DBL UPLIFT) 5PH4 CONNECTORS SHOWN. , Rebar La , Embedment &Hook Schedule TOP PLATE .TRU55 BRG. FOR WALLS LARGER THAN T 5EE PLAN 2x8, USE SIMP50N SPI'5 ON g-� SCALE: NTS EACH SIDE OF STUD TO J BOLT W/ NUT WASHER (REFER TO NOTE: BOTTOM PLATE 4 51MP50N DOOR MANUFACTURERS INSTALLATION REGARDLESS SP2'5 ON EACH SIDE OF 05 VERT. WALL IN5TRUCTION5 FOR SPACING 4 SIZE) NOTE: STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATE5. REINF. GROUT "AT 2x6 WALLS USE SPH6 WALL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS 50LID 2x6 P.7. JAMB UPLIFT CONNECTOR CONNECTORS IN LIEU OF (SEE PLAN FOR PLAN5, WALL5 SIMPSON 5PH4 w/ SEE TRUSS SHEET FOR Imit (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN, SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-10d NAILS NOTE: FOR SCHEDULE) AT 2x8 WALLS USE 5PH8 STUDS 6 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF EITHER 6 COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 --" SPH4 CONNECTORS SHOWN. DIRECTLY OR 5TUp BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE 0) SIMPSON SPH4 W/02) 10d FOR WALLS LARGER THAN INDIRECTLY '°' GARAGE TO PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON 5P1'S ON ARE TO BE HOUSE WALL5, STUDS a 16" O/C A.B. AT 24" O.C.STARTING 9" MAX. II � GARAGE TO INSULATE PER 1/2 GYP. BOARD EACH SIDE OF STUD TO 1/2" DIA. x 8" HOUSE WALLS, BUILT A5 CALG5/5PEC5 1/2" DIA. x 8" TITEN HD Z4° TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2" GYP. BOARD BOTTOM PLATE SIMPSON TITEN Hp 48" INSULATE PER BEARING WALL O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK � 5P2'S ON EACH 51DE OF O.C. MAX (SEE CALG5/5PEC5 W/UPLIFT 1500 LBS. ON EACH TRU55 SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X 5.Y.P. 1 STUDS a 16 O.C. STUD TO TOP PLATE5. FOUNDATION (1) 51MP50N 5PH4 (51=E FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. U.N.O." PLAN FOR w/ 12-106 NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 8 WASHERS rat 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./5PEC5. EXCEPTIONS) PT BOTTOM PLATE NEEDED ONLY g.1 SCALE:NTS DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR 0'-011 W/ROOF UPLIFT) PT BOTTOM PLATE CONTROL. U.N.O. WALL THICKNESS) CONT. 2X PT 50LE PLATE OL °4 0.0 (1) SIMPSON BPH4 W/02) 106 05L 5YP TOP PLATE ° ,° A. •° _ - I (- d '^ ° ' ' ' .FOR WOOD FRAME WALL TO r. FOUND, PLAIN COMMON NAILS EA. STUD ° ° _I FOOTING SEE I I ° x I FOOTING SEE FOUNDATION PLAN FOR 1-- FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. SIZES 4 MORE INFO. -III-III FOR SIZES 4 MORE OCCUR e A LINTEL USE 1/2" x 6" ELkV 0'-011 TOP OF BLAB INFO. SP4 � TOP :,. • ' ' °.. >,. ' THREADED ROD SET IN 51MPSON SET EPDXY, Q ---4 Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail c -- - - - - _-- - �. '.,�.. '. SEE FOUND. PLAN $-1 SCALE: NTS "'• ' + 1 WlthOut Uplift SCALE: NTS With Uplift z x s.Y.P. STUDS 16" O.C. - U.N.O. Ul FOOTING 5EE .. �. p W FOUNDATION PLAN FOR LOAD BEARING OR `� 51ZE8 8 MORE INFO. "::;',°' CLEAN 4 COMPACTED SOIL. SHINGLE / TILE ROOF - SEE ELEVATION PRE ENGINE=EKED WD EXTERIOR WALL 2 X STUD 195go MODIFIED PROCTOR PER A5TM DI55i) PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 24" O.C. PER MANUFACTURERS SPECIFICATIONS. BEE 8" C. M. U. Gara e Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF, (TYP) 10" x 1/2" DIA. "J" U ELEV, r P X P.T.5TUp $ SCALE: NTS DOCUMENTATION TO INSPECTOR a TIME OF R-36 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 6 W/ Uplift INSPECTION IF SHINGLE 15 USED, 2'-0" O.C. (MAX);. 05 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG, OR GARAGE 1/2" DIA x 6" FLOOR ELEVATION VARIES BRNG WALL TITEN HD TRU55 (4) 10d NAILS BRG- / ATE INTO DBL TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FASCIA LE55 THAN 5'-0" WALL 15 INTERIOR CN DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT, 24" O.C. IF ' EXTERIOR FIN15H 1/2" GYP. BOARD TYP, SEE NOTE ON N-I ELEVATION PAGES FOR WITH UPLIFT, (SEE ELEVATIONS) 1/2" GYP, BOARD PAGE FOR GARAGE BOFFIT/FABCIA DETAIL ° SECURE PLATE 4 10" I/ APPLICATION -°- °-° -'-- - DIA. "J" BOLTS VARIES SEE ROOF PLAN „ �,, a ° ° GRADE WASHERS w 4'-0" O.C. ' (MAX.) CENTERED ON 2X S.Y.P. 01 STUDS s 16"O.C, 8"x8" K.O. CMU BOND BM. w/ I - •5 BAR (1) SIMPSON SPH4 °' ° _I I—� WALL. (REFER TO FND 4 Ix2 PT NAILER CONT. (MIN LAP = 25") GROUT CELLS TYP, p P ° ° FLR PLN FOR WALL INSULATION OR PER ENERGY 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. °a° . °. `. THICKNESS) ' '' CALG5./5PEC5, 8"x8" PRECAST CONCRETE LINTEL 6 a ° °" ° ° — _- VERT. WALL REINF. _— -CONT, 2X PT BOLE PLATE WINDOW OPENINGS SEE FLR PLN ° ,•• °• I EMBED ACI 5TD. HOOK FOOTING SEE .s. 4 GONC. 5LA5. IN BOND BM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR T ° � ° =I = I SEE FOUND PLAN SIZES 4 MORE INFO. _—_ — � —_� � — FOR MORE INFO. PRECAST CONC SILL — - I EL V 0'-0" TOP OF 5LA5 CURTAIN NAILER PT —i I_ I I i I —III I I —I ,. �.• ,'.';'•..''. • ,+ 1x4 WINDOWS S.G.D. NOTE: III III I I Q - - - - - - - 05 BAR VERT. WALL REINF. CONT, , . ' , ", . ,, � ; . ; .�; ": ' •: TO BOND BEAM. EMBED ACI 5TD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS _' ,' `�'•' HOOK 6" IN BOND BEAM. GROUT ' "" :•'' \5EE FOUND. PLAN WINDOW W/ SCREEN USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE :;',?'•:':;;; ?,".. (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N 5P2'5 ON FOUNDATION PLAN EACH 51DE OF 5TUD TO TOP PLATE5. U.N.O." N FOR SIZES 4 MORE " «''' " CLEAN 4 COMPACTED SOIL. 8 x16 C.M.U. PER ASTM C-90 (TYP.) INFO: ' 1x2 PT FIR STRIP 6 24" O.C. FMOIBOO P.S.I. (MIN.) W/ TYPE M OR 0959a MODIFIED PROCTOR PER ASTM D651) 5 MORTAR PER A5TM C-2-10 Gara e Wall Section Brn Wall lx4 PT BASE NAILER K 1/2" DIA x 6" AB AT INT. SHEARWALL $ SCALE: NTS IN5UL. PER CALCS. 4 SPECS 8 ONLY USE NAILS �45t1NN W/O Uplift 4 CONC. SLAB. SEE OR O.C. IN TO °wl TO TOP 4 BOTTOM FOUND. PLAN ' ` ELEV 0'-0" TOP OF SLAB REINFORCED CELL °° PLATE PLUS HORIZ. 1/2" GYP. BOARD 2X STUDS FOOTING BEE - - BLOCKING 6 48 O,C. FOUNDATION PLAN FOR d 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR CEMENTITIOUB FINISH PER ' _-__ 46'' OC, ACTUATEOR EQUAL CALC5./5PEC5. • FBCR rt03.6 INS 6 PER ENERGY Typical Ext. Masonry Wall Section _ CMU WALL -SEE PLAN 4 SCHEDULE E SCALE: NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/�� 318" �--VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) EXPOSED FACE Example CMU Wall Control Joint Detail S-1 SCALE: N.T.S. NOTE: SEE N-I FOR ADDITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK M1551NG ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE: GENERAL PLACEMENT REQUIREMENTS: 1. 5/6" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP60N TITEN Hp ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS CONT, 2X PT SOLE 4"CONC. 5LA5. 5EE PLATE FOUND. PLAN FOR MORE INFO. Ll EL V. V-01 TOP OF SLAB 1.4 N ;�', + *..:• SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER A5TM D1551) aGarage Wall Section Non-Brng, S-1 j SCALE: NTS 10" MIN. ti••;^• �, EMBED ACI " 5TD. KOOK IN ' • '' BOND BM. ; �r K.O. CMU BOND BEAM 05 BAR VERTICAL WALL REINF. GROUT CELLS 50LID SEE PLAN FOR LOCATIONS ' "5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI '' ' = 0'-0" FINISHED._ STD. HOOK IN FLOOR 4 ' e' . d • Y dr FOOTING •d• :d , , ..• :r ; d FOOTING SEE FOUNDATION C •• yd " •' •' +.: PLAN FOR 51ZES 4 MORE INFO. •mod• ... i Masonry Wall Reinforced Cell Detail 1 w, EMBED ACI 5TD. NOOK IN BOND BM. 8x8 K.O. CUM BOND BEAM w/ I- •5 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ I- S BAR CONT. S BAR VERTICAL WALL REINF, GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, EMBED ACI CLEAN OUT 5TD. HOOK IN FOOTING 1, 0'-0" FINISHE FLOOR .d FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. ,,•4, r.4 "y i d 1. `,r 41A4 •4, t A r7 .•4 ♦ 4 a N Masonry Column @ Lanai/Entry Detail $ SCALE: NTS z ; ,.........; . 05 BAR TRANSITION ` STEEL ACI STD. ° HOOK (TYP) w K.O. CMU BOND ` . ' BEAM + f `• �, t • a' VERT. WALL REINF. y,. + • 05 BAR TRANSITION STEEL ACI 5TD. ,;�• ... '`' HOOK (TYP) r P Masonry Transition Detail $1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR Clip BEAM ABOVE WITH MINIMUM EMBEDMENT OF x USE 6IMP50N 5E' HIGH STRENGTH EPDXY DRILL 8 EPDXY MINIMUM EMBED!' 5" SIMPSON SET EPDXY EX15TING MA50Nl BOND BEAM OR SLAB • NOTE: 1551NG DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR M15TAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN 5LA5 W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY, MAXIMUM OF 3 IN A ROW VOR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRUSS ANCHORS: TRUSSES UPICH AREPLACED CH THAT AN EMBEDMENT ANCHOR 15 M15PLACED OR M1551NG MAY BE FASTENED TO THE MA50NRY BOND BEAM U51NG ONE 51M105ON HT51M16, MAX. CAP 15 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail $ 1 SCALE: NTS TOP TIE BEAM a- 05 VERT, CORNER 4 - 1 /- CELL FILLED W/ NI tl I I III �/ CONCRETE L •5 LAP I CONT. 05 25" LAP R Corner Continuity Detail S 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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 CO PMA i i ,+.. •, + IM t • � CC / ••• ••+•CI 4��. a o o C I-zOz WOV1 C7w L� LLI �m"� I=-ooaa t� w }z0-. O =Jwzz M NEg Ln ?OLn= gz % W aZ'G� Q�mpOW ^'-- �yy�vwia S¢SZw O 0 - W W T W W Q LJ.- C Q F'- ~� w. J �-L- a0}rU �wz<x ac Q Wz UJco `[° ~zwWw LJJ 2 m nN W O 0ri UM r-qJ C7 c == M Z LLJ M cn M fV W M 00 N p 0000 w N nu Z w o� 00 N t� z LL. < W Z ;� �Mp Doc W 3 00 � a LL Lu J vi CL 0 c) LO z 0 U) 0 -JI Lu c DATE 01-03-18 SCALE NO%ED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: 51 SHINGLE / TILE ROOF 12 - SEE ELEVATION SEE PAGES FOR MORE (TYP) ELEV, INFO. FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 6 TIME OF INSPECTION, IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 9052.7. 1/2" GYP, BOARD SEE - NOTE ON N-1 PAGE FOR GARAGE APPLICATION DBL. TX" TOP PLATE - W/ SIMP50N 5PH4 6 EA. STUD W/02) lOd NAILS EACH. SEE TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER PER HDR. DETAIL "J/82" GYP. BOARD RETURN - "2X" SILL 1/2" GYPSUM BOARD--- 10" x 1/2" DIA. "J" BOLT e 24" O.C. 4" CONIC SLAB SEE FND. PLAN FOOTING BEE T FOUNDATION PLAN FOR SIZES & MORE INFO, PRE ENGINEERED WD TRUSS a 24" O.G. INSULATION PER ENERGY CALC5. HURRICANE ANCHOR -8 EACH TRUSS SEE , __/ TRUS5 SHEET FOR MORE INFO, ELEVATION VARIES TOP PLATE VARIES SEE ROOF PLAN SEE FLOOR PLAN FOR EXACT HEADER SCHEDULE (2-2X12 U.N.0) WINDOW SEE FLOOR PLAN FOR SIXES TRIM VARIES - SEE ELEVATIONS L - IN5UL. PER ENERGY CALC5. 7/16" APA RATED SHEATHING NAIL ��,rPER SCHEDULE, MIN. 2X PT SOLE PLATE ELEV 0'-0" TOP OF SLAB Ji1 rame Wall Section SCALE: NTS 2x8 LEDGER W/" 2x8 LEDGER W/ 4-0,131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAILS tv PLYWOOD 0 R,S. NAILS 6 EACH STUDS FLOOR EACH STUDS TRPAST USSES PRE-ENG. WOOD FLOOR TRUSSES PRE-ENG. HANGER TO BE SIMPSON PRE-ENGINEERED WOOD ROOF WOOD ROOF TRU55E5 LA LSU, OR L55U MIN. �TRU56E6 A PLYWOOD TO " f:�• 2x8 LEDGER W1 INTERIOR EXTEND TO 4-0.131 x 3 1/21' R5 AREA BOTTOM OF WALL NAILS 0 EACH FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 R.5. NAILS 6 LAYOUT EACH STUDS LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 Typical Ledge. Detail G S-2 SCALE: NTS 2X4 CRO55 BRACING tv 45" O.C. ON TOP OF RAT RUNS FOR 4 2X4 RAT RUN TRUSS SPANS BRACING 6 48" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS WOOD TRU55ES SPANS ATTACHED W/ 2X4 BLOCKING 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x R,5. r EA. TRUSS 3 1/2" R.S. JOINT TOENAILS 3 EA, 1/ND 2'" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL ': HETA 12 -w 24"O.C. 2x FRAME WALL Ext. Wall Con. @ Non -Load Brn Location E . S 2 SCALE: NTS DORMER ROOF BY TRU55 MANUR OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING - WITH 4-16D COM TOENAILS -8 EACH END 16d 6 6" POCKET SLIDING DOOR. FOOTING SEE FOUNDATION pCpMER ROOF BY T'1gU851"iANlll'. SIM1980N M%12 /— • EACH TRUSS TYP. LOAD BEARING WALL CONST. 3'x4' 0 16' Or. (6140 L= BOTT. PLT, DOUBLE TOP PLTJ UN StVkW SPZ • STUD to TOP PLATE, 8PI STUD To BOTTOM PLATE, OR WGUAL& P MCA! St"ON MT62 AT BOTTOM PLATE TO BLOCKING WARM (24' OW ROOF Tmm BY ROM TRUSS MANP. TYP. 2"x4' BLOCICM AT 24N 0= BELOW SIDE WALLS - BUPPOW NG TRUSSES ATTACH W/SIMVOBON A34 OR W AT EACH END TYP. 611P80N WAD At EACH STUD t0 IN XXJ L 2-2'x4' BLC CKJNG WTTH 4-160 COM TOWNAILB 2X12 WITH RADIUS CUT t0 DWSIRWD 2X BUCKS ATTACHED W/ - PRId�ILEe 30' PAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5, 81MP80N MT810 OPENINGS. • BAC 4 TRUd8 2X MEMBERS ATTACHED- W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. • EACH END • END WALL TYP. LOAD BM WALL 2"x4N • 160 Q= SIMPSON MT515 (& L MOTT. VOLT, IF 2X ATTACH TO CMU. EACH TRU55 Oft TOP PLTa uw/ 1/4"x 3" TAPCON5 12" O.G. W/MAX, 6" V II LSIMP5ON LSTA12 'm EACH V V STUD OR EQUIV. ROOF TRU55 BY ROOF .e TRUSS MANUR TYP, LOAD BEARING WALL CON5T, 2"x4" 0 16" O.C. (51N(- BOTT. PLT., DOUBLE TOP PL Misc. Dormer Knee Wall Attachment Details SCALE: NTS SCALE: NTS SEE TRU65 SHEET 2x TOP PLATE FOR STRAPPING CONT. A)UUU(ET 7/16" MIN. A.P.A. RATED SHTG. PRE-ENGINEERED ROOF TRUSS. 2X 6 16" O,C, 2x BOTT, PLATE CONT, --,_ 1/4'X 3 1/2'' —� MASONRY SCREW s 8" O.C. PRECAST 0.131 3 I/2 CONCRETE x s 4" O.C. LINTEL. SEE FLOOR PLAN POCKET -� FOR MORE INFO. SLIDING DOOR. SEE TRU55 SHEET FOR STRAPPING: PRE-ENGINEERED ROOF TRUSS. -PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. NOTE: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, 01 GRADE SHALL BE USED FOR 2x4, FOR 2x DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE, PLAN FOR 4"CONC. SLAB. PLAN FOR URO." SIZES E MORE SEE FOUND. SIZES 4 MORE 4"GONG, SLAB. INFO, PLAN INFO, SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" CONC. 5LA5 SLAB ... Q °. . HANGER TO .. .4-4. e 1�..=. e ..•a a ° BE SIMPSON ° 4 � a OR .d d. LSSt�- MIN. CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail ,, INTERIOR $-2 SCALE: NTS S 2 SCALE: NTS AREA SEE FLR PLN FOR HDR, SIZE NOTE: FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 wl 6-106 AT 2x WALLS THAT ARE WIDER THAN 2x4 W WHERE THE WEARER IS NOT PULL 5'-0" (1) SIMPSON CSl6 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAP M6TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING 0 16" D.C. RIPPED DOWN CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO NAILS EA. SIDE INTO CRIPPLE WIDTH S ALLOW THE INSTALLATION OF STUDS) (U,N.0) TWE SPH CONNECTORS ABOVE THE HEADER t FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE SPH6 IN FOR ROUGH OPENINGS OVER LIEU OF SPH4, AT 2x8 WALLS USE SPHS 5'-0" USE (2) SIMPSON C516 IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M5TA24 (U,N.0) SIMP50N C516 IN AN SPH "2x "KING STU SIMPSON OR L53 PROVIDE CONFIGURATION. ATTACH PAC) BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER TYP. DOUBLE BOTT. MIN. U.N.O.° PLATE AT 5pECIFICATION FO KINGS # C.RI�� OPENING& AVER WHEN NECESSARY TO MAINTAIN PROPER (THE FOLLOWING I LL APPPLY UXO _.. __. _ _ __���— CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT IS ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO Y-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING rat 40" CRIPPLE d (1) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C. ON TOP OF BOTT. EACH SIDE OF THE HEADER. • AT OPENINGS 3'-6" TO 5'-2" IN ELIMINATED TO MAINTAIN THE FULL SHEATHING +v 3° DEPTH HEADER SPECIFIED IN THE PLAN D.C. ALL AROUND CHORD FOR 4 WIDTH, (2) CRIPPLES E (1) KING 15 REQUIRED ON EACH SIDE OF THE SET. IT IS NOT ACCEPTABLE TO OPENING SU55TITUTE A LESSER DEPTH HEADER TRUSS SPANS HEADER. WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 2-16d 6 EA, IN WIDTH, (2) CRIPPLES E (2) KINGS PROVIDE ELIMINATED THE 5PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. • ANY DIFFERING NOTATIONS FOR OPENING OVER NECESSARY. ALL OTHER STRAPPING SHALL APPLY, AND ANY TRUSS CRIPPLES VOR KINGS MADE ON 2", TYP' COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL, SIMPSON(ON HEADER. SIMP50N A34 CONNECTOR L530 o EQ•, TY SECOND FL F U H OPENINGS UNDER 5'-O" ONLY (1) SIMPSON W/4-86 X 1 1/2° (ON CONC. SLAB) SIMPSON HTT4 CSl6 SPAN FLOOR 5Y5. TO BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET B 4-86 X I I/211 EPDXY (18)16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS Oyu 5'-0" ONLY (1) 51MP50N HTT4 W/ lU 5/5 ALL THREAD ROD SET IN WALLS WITH NO UPLIFT, STRAPPING MAY BE SIMI-SON SET EPDXY E (16) 16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K,O. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF PILLED CELL OCCURS BELOW T p. Header Detail S-2 SCALE: NTS CMU WALL EELOW 61MP80N LSTAa FROM END OF BUCK. (TYP. ALL 2X WINDOW • EACH STUD OR EQUIV. BUCK ATTACHMENT.) 2-2%4' BLOCKING 44H END TOWNAILS 2x8 PT VERTICAL (ABV) 6 WALL TO BE ATTACHED L L L 1 51MP50N A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL, MEMBERS RELATIVE t0 NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH16 DETAIL. 2X t0 2X ATTACHMENT TO BE SIMP50N A35, KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT @ TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK tv EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT, WITH 1/2" ANCHOR BOLT 24" O.C. TYP. Ix4 Pt VERTICAL (BELOW) 6 WALL To BE ATTACHED WITH M General Irregular Window Attachment 1/4 x 2-1/4 TAPCON -9 12 O.C.OR PER MANUFACT SPECS, S-2 WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS 6 EA, G NAIL PECS L Non- Brn .Frame Down Header Detail - S-2 M ultkuse SCALE: NTS II J 11 50LT RERLACEt-LENT CHART: • THE FOLLOUJINGx "J" BOLTS CAN BE REPLACED UJITH4 THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLIG,ATION ONLY. • NOTE : TH;= STRENGTH OF THE CONCRETE SHOULD SE MIN. 2500 PSI, SUBSTITUTION OF "J" BOLTS UJITH EXPANSION BOLTS IS NOT PERMITTED, • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE: REVIEEUJED 4 APPROVED BY E.O.R. IN UJRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMP50N SET EPDXY 1/2" x 6" 1/2'' x S" 1/2" x 5" EMBED 1/2" x 8" 1/2'' x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 6" 5/8" x 5" EMBED SCALE:NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET: FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 1(o" FRAMING SPACING. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE TRUSS 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAP FASTEN EA, STUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE SIMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING o PANEL EDGES w/ (3) 16d TOENAILS EA. END SIMPSON SP1 w/ 10-10d NAILS EZ\� STUD FOR STUDS BELOW HR. (2) SIMP60N P4 w/ 6-10dxl 1/2 NAILS EA, STUD INSTALL I/2 X 6 THREADED ROD IN 51MP50N SET L L EPDXY 6 T-O" O.C. (MAX) L= CENTERED ON WALL. CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM S-2 SCALE: NTS MORE INFO, PLATE - EDGES (SEAMS SHEATH BLOCK( FOR WA PANEL SHEATH FOR RO TONGUE GROOVI FLOOR T'rFICAL NAILING 5CHEDULE HIGH WIND NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 21/2" R.S. RING SWANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE, FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIND SPH& CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END I TRUSS TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C, SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF D IAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT t0 THE FULL WIDTH PANEL. NOT REQUIRED IV RIDGE OR HIP. - 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2'' GYP. ON 16-24" O.C, WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS 6 7" 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 EDGEOC AND 12" O.C. IN FIELD At INTERMEDIATE SUPPORTS, MIN, • 5/8 GYP, ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS 6 7" O.C, ALONG ALL SUPPORTS, MIN, • 5/8" GYP CEILING ON 24" O.C. MAX, FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C.ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Typical Nailing Schedules (Floor, Roof, Wall; SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF 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. HARMLE59 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 �► eeeee•eeee.ee®e c o eee•e I se�ee � ��. e o n o I-ZOZ WO�)(1W LNLI Lu f..1. �p2n ooO9a1n a,. f}uCOF- wSoZ,n�n �_^ Z J n !-'I =)R<Y.Z wZO� w uj CV M O 0 _zZw 0Ana (h J azc" *gym°oW w Z W H..2 y. =I—a2ZW 00 WQF� Wy�p�QF- LL F W w > w �o§o Z WZ2oJ � W W U IV Z LU oc I.I.. Q V W > vt..l� L_ J Q LLl'Z ~�www W =aim N W 0 o a O � m Ln u,i Fn N a cn d J tD WN � t O � _ 0 ua O d- C 4 On 6n _ *k h V Z LL' < . ii Z m0 0� uu Q 0 00 a LL W g r vi GL 00 > ILD 0 rl�rlr� DATE SCALE NOTED DRAWN l'JK/P'DK JOB - Sheet content: Structural Details Sheet number: 52 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 STRAP 45" O.C. (1) SIMPSON LTA2--"Z - 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE pl- 8" MASONRY WALL W10) 05 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED ""F-r%"Ml- 'r%wv `—wN"'"`'` WOOD TRUSSES 6 LEA5T ONE T%55 5PACE (oil 4 L3Ar OR 0'-0" MIN. TRUSS 2x4 BLOCKING \- (1) SIMPSON LSTAI2 ` --1/2" CEILING GYP BD W/ 5d BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM EACH END, 6 (0" O.C. MASONRY WALL) UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4 ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. anded Blocking Information Diagram SCALE: NTS APA RATED SHEATHING. SEE NAILING 5CHEDULE 4 TABLE FOR ATTACHMENT. (U.N.D) 2x4 "T" BRAG PREFA5 ROOF OR L6TAI2 TRU55E5 9 24" D.C. " �y \\\ \\\ PRE-ENG UJOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT a RAFTER PROVIDE (5) 16d NAILS EA ENID CONTINUE SHEATHING BELOW CONVENTIONAL FRMG Q ATTACHED 5TRUCTURE5 WHICH ARE ONLY PARTIALLY ENCLOSED SUCH 45 ENTRYWAYS 4 PORCHES 4'-0" 4'-0" NOTE 5: 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL5 T D.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X1O OR & FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE, SECTION 51ZE SHALL BE 2" (NOMINAL) S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3, CLEAT SHALL BE A #2 SOUTHERN YELLOW PINS 2x10. IT SHALL BE FASTENED AS 5HOWN W/ APA RATED SHEATHING 5ES 51MP50N MSTA24 TEN51ON STRAPS Q EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH 510E OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O.W/(4) 0.131 x 3 1/2" NAILS 9 THE U-SHAPED 5TRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 106 1'-0" NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 MINIMUM (2) 0.131 x 31/2" MINIMUM 1"X4" TRU55 M`0" RAFTERS WITH SPANS OF 4'-0" OR GREATER, 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. PER JOINT BRACING APA RATED 5HEATHING. �o TRUSSES -S 24" O.C. SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM U51NG SIMPSON L55U210 SLOPING HANGER W/ (10) 10d TABLE FOR ATTACHMENT.NNAILS INTO RIDGE BEAM 4 (1) 10d x 1 12" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d A Truss BracingOverlapDetail u.N.o. 2" CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) I0d e (5) 10d x 1 1/2" FOR 2x8 S 3 SCALE: NTS COOLER NAILS 70.C. OR EQUAL, RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x(o RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 6IMP5ON L5TA12 Ft FROM MA50NRY WALL) BEAM W/ (5) 10d NAILS, 5TRAP 48" O.C. 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 SEE FLOOR PLAN FOR ll) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ l2) EACH END INTO TOP CORD. 46" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, LENGTH 4 WIDTH BOTTOM CHORD OF BLOCKING UNO. -�Valley Set Attachment Detail DBL TOP PLATE FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) U �0.131 x 3 1/2" R.5. NAILS e 12" d: FLAT OR CATHEDRAL S 3 SCALE: NTS O.C. ALL-AROUND 8" MASONRY WALL W/(1) #5 I/2" GYP BD REBAR CONT. IN NOTE: CRO55 BRACING 8 INSTALL SIMP50N LUS24 WALL SHEATHING KNOCKOUT COURSE KNEEWALL NAILED PER '076-2 DBL 2X4 PLATE CONT. U_ 8'-0" (MAX.) W/ SIMPSON } HT520 9 32" 2x4 WD CON5T. O.C. OR C516 TO ALIGNING FLASHING ALL-AROUND 16" O.C. tu ii SADDLE STUDS BELOW4[ 2x6 SOLE PLATE- io ROOF ELEMENT CUT OUTSIDE EDGE PLUMB TO ALLOW 501 ID CONNECTION CS 16 TOP W/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 1/4" x EA. 5" WOOD SCREWS 6 4" CORNER O.C. ALL-AROUND TOP CHORD ENG, TRU55E5 6 24: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END Fireplace Chase Detail B $-$ SCALE: NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRU55 5GHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. 1'-0" M,4X APA RATED PRE-ENGINEERED SHEATHING. SEE TRUSSES o 24" NAILING SCHEDULE O.G. TABLE FOR ATTACHMENT. U.N.O. SEE DETAIL A OIP) IS SHEET DROPPED GABLE END FOR OUTRIGGER (I) SIMPSON 2x4 BLOCKING 1/2" CEILING GYP BD W/ L5TA12 STRAP 'u.Z ATTACHED W/ (2) 5d COOLER NAILS 7" 48" O.C. ti 0.131 x 3 1/2" R.S. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 HSTA 20 48" O.G. END, UNO. BAY OR 8 ft FROM MASONRY WALL) � ATTACHED TO BOTTOM CHORD OF .,. �� 1/2 GYP BD FLAT OR CATHEDRAL GABLE ;.;. NOTE: CRO55 BRACING 6 8" MASONRY WALL ALL BLOCKING TO BE W/ll) 05 REBAR CONT. IN KNOCKOUT COURSE REPEATED 45" O.C. TYP. Gable Section - For Gable Less Than 4'-0" High SCALE: NTS ALL BLOCKING 10 BE MIN. EA. 510E OF THr- REPEATED 48" O.C. TYP. STUDS 6 MIN. CEILING JOISTS. JOISTS 1611 O.C. TO BE PER NOTE 01 TYP. Masonry Gable End $.$ SCALE: NTS APA RATED SHEATHING, SEE NAILING ATTACH THE CEILING FRAh SEE NAILING WITH (4) 0,131 X 3-1/2" NAIL; SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND ATTACHMENTS PERIMETER. IF ABUTTING MASONRY USE P.T. 5YP 02 2x4 DIAGONAL LEDGER AND ATTACH TO APA RATED 1'-o" 3 1 2""NAII UJ/(4) 0.131 x APOOR5 6 bI/40.CD.IMAX3'I SHEATHING. SEE M,4x INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 1/2" CEILING GYP BD W/ EACH END OF III 5d COOLER NAILS 7" O.C. BRACE OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft " Zzj 2x4, 2x(o, OR 2x8 FROM MASONRY WALL) T . Frame Down CI .. M O.G. SEE FLOOR S 3 SCALE: NTS PLAN FOR 51ZING OF PRE-ENGINEERED STUDS TRUSSES 0 24'' O.C. FLAT OR CATHEDRAL 2x BLOCKING 6 ALL (1) 61MP50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CRO55 BRACING 4 ALL BLOCKING TO BE TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. " / SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY BC51) APA RATED SHEATHING SEE NAILING UNBRACS WALL HEIGHT # 2 5YP 8'-0" 2x4 ,w 16" o.c. 8'-6" 2x4 -9 16" o.c. 9'-0" 2x4 IV' o.c. 9'-4" 2x4 16" o.c. 10'-0" 2x6 a 16" o.c. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0" ---- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0'' TO l5'-0" ---- 2XIO 15'-0" TO IS'-0" ---- 2X12 NOTES : 1. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMP50N PRODUCTS REFER TO 51MPSON'S INSTRUCTIONS 8 SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X SYP 02 AND SAME DEPTH AS RAFTERS (PT At MA50NRY CONTACT). SCHEDULE TABLE FOR ATTACHMENT. U.N.O. N 141 m h MAX., Exp. C, Enclosed, S-3 OMPRS5S1ON WEB o° SLOPING OR 3p0°01VERTICAL WHEN TRU55 8 5TUD ARE ALIGNED 51MP50N TWIST TYP ONTINUOU5 PERMANENT LATERAL (HITS hP1T5) MEAY BE ONNACTOR BRACE (CLB) NAILED TO TRU55 8 STUD NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPT I DNS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK At 16" OC MAX. SPACING (02 SYP MIN.)" Exterior Frame Wall Table SCALE:NTS BELOW NO SPH4 15 WHEN STUD IS 0,131 x 3" COMMON tv 16" C.C. 4-0.131 COMMON A r � — SEE TABLE FOR NAILING S 4-0.131 x r r SCHEDULE 6 SPLICE 3 1/2 11 COM. r DOUBLE TOP PLATE 3-0.131 x 3" COMMON ` DOUBLE STUD EA. SIDE OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" COM. COMMON 16 " O.C.-STUDS Q 16" o.c, r PT BOTT. r PLATE 2-0.131 x 3" r 4 COMMON r ,..�-' 2 -0.131 x 3 1/2" COM. Q4 2-0.131 x 3 1/2" SEE TABLE BELOW-1 FOR LAPSPLICE TOP PLATE F,45TENER5 TOP PLATE FASTENER 5CHEDULE (EXTERIOR WALL) LAP5PLICE NAILING w SPLICE ALL OTHER NAILING 2-ROW5 0.131 x 3" 0.131 x 3116 8" O/C TOP PLATE FASTENER 5CHEDULE (INTERIOR WALL) LAP5PLICE NAILING 9 5PLICE ALL OTHER NAILING 24" 2-ROW6 0,131 x 3" a 6" O/C 0.131 x 3" Q 8" O/C COM. DOUBLE 5TUD CONDITION r r r r r 5-0.131 x 3 I/2" COM. 2-0.131 X 3 1/2'' COM, DOUBLE TOP PLATE 0.131 x 3 1/2" COM. 10 a 16" O.C. 3-0,131 x 3 p �-2-0.131 x 3 1/2'' COM. 1/211COM. C q PT BOTT. PLATE 4 FUD CORNER SINGLE 5TUD CONDITION (1) SIMPSON MSTA36 RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERS AT CORNER. MAY BE TOP PLATE OF APPLIED OVER SHEATHING. 0.131 x 3" COMM. a 16" ar_ 4-16d COM. 2-8d COM. SIMP50N 5PH4/6/8 UNLE55 NOTED OR 5IMP50N 2-2"x4" W/I/2" PLYWD. OTHERWISE, AT A 5DWG15600 FROM q MINIMUM ALL STUD TO TOP SPACER NOTE: 2X4'5 UNSPECIFIED FRAME PLATE MAY BE TURNED TO FRAME FLATWISS 50 NO CONNECTIONS SHALL ar ,0 SPACER 15 NEEDED. CON515T OF (3) �16d COM. a 8" o.c. 0.131"X3-1/2" END 00M.131 x2 I38/O.G. 10d COM, 6 12" o c. NAILS OR TOENAILS. 4-16d COM. *A SIMPSON M5TCM 60 INT. HEADER (NON -BEARING) MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ AN HTT4 WHERE LOCATION 5/8" DIA A.B. ALIGNS WITH A FILLED CELL. P General Wood Attachment Details .4 5TO CORNER S S SCALE: NTS 91`RAPi'INCs IWORMAiION INTERIOR AREA VOLUME (1) MSTA30 AT EVERY PRE-ENGINEERED PRE -ENGINEERS OTHER STUD (32" O.C. WOOD ROOF WOOD ROOF MAX. FROM UPPER STUD TRUSSES TRU55E5 TO LOWER TOP PLATE, WRAP TOP PLATE AS Ij INTERIOR NEEDED FOR FULL PLYWOOD TO EXTEND TO A VOLUME NAILING. IF STUDS ALIGN, BOTTOM OF WALL INSTALL (1) ''� AREA STRAP SHALL EXTEND M5TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD TO O.G. MAX,) EMBED 5TRAP TRU55 (SEE LOWER STUD. AT EACH TRU55 AT Extended Bottom Chord Attachment Details NEEDED 6 TH15 5TUD. ° NOT ALIGNED ERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE 51DE OF WEB GYf 5UM BD TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED Q APPROXIMATELY 20' INTERVALS. lx4 MIN. BRACING W/(3) 0.131 x 3 1/2" NAILS s INTERSECTING WE55 ° WITH A TRU55 NOTE: AND/OR WHEN "AT 2x6 WALLS USE 5PH6 TRU55 STRAP IS CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 5PH4 CONNECTORS SHOWN. ATTACHED TO AT 2x8 WALLS USE 5PH8 ° ° STUD USE (1) CONNECTORS IN LIEU OF SIMPSON 5PH4 5PH4 CONNECTORS SHOWN. OR 5P2 FOR WALLS LARGER THAN 2x8, USE 51MP50N SPl'S ON TYPICAL HIOA CONFIGURATION, DO NOT NAIL EACH SIDE OF STUD TO ° THROUGH OTHER STRAPPING/CONNECTORS. BOTTOM PLATE 4 51MP50N 4 REFER TO CONNECTOR NOTES FOR FRAME TO SP2'5 ON EACH 51DE OF TRU55 CONNECTIONS. CLB Diagonal Brace 20' Max Intervals Detail STTUO TO TOP PLATES. SCALE: NTS NOTE: SEE LAYOUT FOR ANY ADDITIONAL Frame Wall Truss Connection Detail .o STRAPPING REQUIRED S 3 SCALE: NTS NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAILS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT Tva. Nailina Schedule for NOTE: I. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE RE aUIRE:D. 2 "T" BRACING MAY BE: USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER 6 LEAST e0510 OF: THE UJEB. m (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131x3"R.5.NAILS 6&` O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROW5. SCALE: NTS (4) 2"x LAMINATIONS ATTACH w/ SIMP50N SD525600 WOOD SCREWS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS -a 6" O.C.. ilt-Up Columns & BEAMS C 0 w m k �-- TOP ! BOTTOM CORD Gable & Cig Bracing Diagram CABLE END. BRACING 4'-0" O.C. MAX. FOR FIRST SCALE: NTS (4) ROWS OF TRUSSES SCALE: NTS SEE EXPANDED CONTINUOUS 20'-0" 20'-0° BLOCKING BOTTOM CORD DIAGRAM BRACING 1X4 MIN. LLB DIAGONAL— BRACI= AS REQUIRED BY BC51 7 z u.0 0_ REVA MININ OEM MIMOMIN 4 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES •e p v.. 0 , ae( 0 o O F-ZOz WO<Uj C7 aw W O FW Ltl Q W LL F- Zz� "''m ~ h0OQa w,,y a. Aso",R W!-OF zz'n w aE2 5w; x,z ,18 z2zz 8�z-c�az `w � vz t2 : o0 - 3 N '--t � c� `�zrlw =F�--�F_ O LL W= W. W�O��I- LL. pl_p w� Q U, J LA_ w�3p C4W hwzO z a , LU © >UV(� wt7Ww� —� Q WQa0 wWza`�,,. Q =a2m a��w W x V Q O M —' m (; L1°n Uj Z 5 M v) N fL M �w . < t Ln �r Uj ~ p00M _i 00 .� lD 1UN LU N z LL '� W a ;� HMO o� LJJ V Q 000 ¢ ti W z cri d Oa0 U, 0 LU 0 DATE m1-03-10 SCALE NOTED DRAWN 1-1K/PDK JOB - Structural Details Sheet number: 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. NOTES: FOR WALLS LARGER THAN 2x8, USE 51MP50N ON 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM EACH SIDE OF STUDD T TO STRAP TO TOP 8 BOT. CORD OF TRUSS. BOTTOM PLAN 4 SIMPSON SIMPSON LSTA30 w/ 22 -106 NAILS -m 24'' O.C. EOF MAX OR EACH STUD. SPUD TO TOP PLATES. U.N.O." ENGINEERED 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN C SHEATHING CONTINUOUS TO TOP OF MASONRY. DBL 2 x 4 ROOFO MAX. (SEAM 16" MIN. ABOVE 2ND STORY FINISH(=D ENGINEERED TOP PLATE 12 DBL. 2 x 4 TOP PLATE FLOOR.) INSULATION PER ENERGY CALGS. ROOF TRUSSES 624" O.C. MAX. 51MRSON 5PH4 SEE SHEAR 3. ALL WALLS TO BE CONSIDERED EACH BTUp ELE SIMPSON 5PH4 RE516TING COMPONENTS 12 TO TOP PLATE SEE ELEVATION EACH SCUD TO TOP PLATE ELE WALL CONNECTION W/O WINDOW PAGES POR ROOF COVERING WALL CONNECTION UJ/O WINDOW DETAEATHING BAFFLE ION SEE ELEVATION PAGES ROOF COVERING B SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL LUD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY GALCS 1/2 GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP TOP PLATE LU/ 51MP50N SPH4 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN INSULATION PER - WINDOW SILL CAULK Q UJINDOU) COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING —2 x 4 SILL MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2X FRAME LUALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. —1/2" GYPSUM BOARD 3/4" T4G GLUED LU/ CONSTR. ADHESIVE B NAILED SEE SCHEDULE DETAIL 11 0" ON SHEET 6-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.G. 2 x 4 SOLE PLATE 51MP50N C516 OR 6IMP60N MSTA36 'a 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 *2 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 JOIST (INSET) 2x4 FLATWI5E VERT, BLOCKIN P SIMPSON HETA20 6 32" O.C. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOIStS. 624" O.C. NAILING 1N STRAPS. MAX IF ATTACHED TO FLOOR 2x4 02.5YP RIM w/ (5) 0.131 x TRUSSES 3 1/2" NAILS EA. TRUSS J015T 1/2" CEILING GYP, BOARD SEE (INSET) NOTE ON N-I PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ. SEE TRUSS LAYOUT FOR STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER 6 OPENINGS 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID LU/ 1 05 REBAR CONT. HORIZ, MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. BILL 4" HIGH CONC. BLK, B" CMU PER ASTM-C 90 1900 PSI MIN, W/ TYPE M OR 15 MORTAR PER ASTM-C 210. 5/8" CEMENTITIOUS- - PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW BILL - CAULK s LUINDOLU 1/2" GYPSUM BOARD .a • SEE FOUND. P AN FINISH PER FBCR 103.E ... tl d ; FOOTING SEE °. FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Wall Section $ 4 I SCALE: NTS SEE ELEVATION PAGES FOR SOFFIT FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 (2)-2x WC). HEADER (U.N.O.) UU/ 1/2" GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE HURRICANE ANCHORS EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE UU/ 51MP5ON 5PH8 -s 16" O.C. EACH SEE 5TUD (12) 106 NAILS EACH. ELEVATION GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL CAULK - WINDOW 2 x 8 SILL INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 1/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL 10" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2 -05 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE 1/4UN5RACED LENGTH OF MASONRY LUALt— TOP(/a 15 LE55 THAN OR EQUAL TO 6'-(o" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE LUITH 2-05 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THIS DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL, 8" CONC. K.O. BLOCK BOND --• BEAM POUR SOLID (2500 PSI) W/ 2 - W5 REBAR CONT. HORIZ. MIN, LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. BILL 4" HIGH CONC. BLK.- S" CMU PER ASTM-C 90 1900 ----' PSI MIN, W/ TYPE M OR 6 MORTAR PER ASTM-C 210. 5/8" CEMENTITIOUS FINISH ERF CR 1036 —INSTALL 1/2" DIA. x 8" Hill BOLTS 8 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL. —SIMPSON 5PH8 —2x8 Pt SOLE PLATE —1X P.T. FURRING HORIZ. -1 x 6 P.T. CURTAIN NAILER 9 OPENINGS -PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE -1 x P.T. BUCK STRIP WINDOW BILL - CAULK a LUINDOLU 1/2" GYPSUM BOARD 4"GONG. SLAB. SEE FOUND, PLAN a < . 4'; e e,$ ° FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE 'a INFO. Typical Two Story Wall Section t)W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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 `�eeerriiifill s V„f UJ r .-„� •w . • • < -� fr 0 0 0 tizoz W�vaiNWV0 W fY LrJ ©m p x=z2� Wti�z 3gzz� V n � �,y M h \_ SZZ'Z 02cc M uj 00 �z Ln J ^.� 4t O O Wa��Q'- L 0� L U.,LL 'C w ri i Wa3o zwzxp n w a Q- W W=�= /� Q wFQpJ.,j F�wW W W Z pm n.Wm� V Q O � m LLJ Lr) w Z NMN Q-M om �i 00 wN LU r'o 0(-4 J..OU Z5 0 z u- < w z ;� � M O p = .-I Q -r _ i X < ¢" W � c/'i d a O 0hn z 0 U) ry 0 0 Lu C� DATE 01-03-18 SCALE N©TED DRAWN MK11=0K JOB - Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 21IX4" PANEL BLOCKING o 48" O/C 5PH4 CONNECTORS SHOWN, FOR THE FIRST 8'-0" OF END WALL ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 8 BOTTOM CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. SIMP50N SPH4 TO EA. DBL 2x 5.Y.P. TOP PLATE STUD WITH 12-10d x 1 1/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS SIMPSON C516 OR M5tA36 SCRAP FOR WALLS LARGER THAN NAILS. rat 32'' O.G., EVERY OTHER 2x8, USE SIMPSON SPI'S ON EACH STUD EACH 51DE OF STUD TO BOTTOM PLACE 4 SIMPSON FOLLOW CABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE STUD TO COP PLATES. U.N.O." SPACING 4 SIZE OF LOOK J015T-SEE FRAMING PLAN WALL STUD. STUDS SHALL BE INSTALLED WEEP SCREED INSTAILED PER MAX. 16'' O.C., SEE 'N'/5-3 SIMPSON HETA20 G 32'I O.G. MAX. 2x4 5.Y.P.2 RIBBON 211X4" CR055 BRACE W/4-10d EA. FLOOR 6 48" O/C FOR THE TRUSS. 15T 2'-0" OF END WALL C516 OR M5TA 36 s W/ (4) 0.131X3 1/2" EA. END 32"O.G. (36" LONG) INTO 2"X4" BLOCKING -ON -IMPA35 ANGLE W/ SON 15 6X REFER TO TYPICAL 2-5TOR FROM EA. STUD TO (2X12) WOOD BLOCK OR ' NAIL- STUD TO TOP CHORD WALL SECTION FOR INFORMATION NOT SHOWN FLOOR J015T DEGIGING 2x4 BEARING 2x12 5YP *2 WOOD 3-0.131 x 3 1/2" EA, WALL W/ STUDS BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING 7/16 APA RATED Woop FLOOR J015T WITH 5-16d TOENAILS. '• HETA20 32" O.C. ON THE 48" O/C FOR THE FIRST 8'-011 OF END WALL FROM 2ND FLOOR FRAMING r,5IMP5ON SIMPSON 5PH4 SHEATHING INSIDE FACE OF EA. END. (TYP) TOP 8 GSI6 OR M5TA36 OR EA, STUD BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0,131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N1/5-3 FOR STUD INFORMATION BLOCKING. PRE-ENGINEERED PRE-ENGINEERED FLOOR JOIST ROOF TRUS61=5 OOR JOIST -SEE FRAMING PLAN ALT. Frame/Masonry Connection #1 B S-5 SCALE: NTS NOTE: CEILING BOARD PER ADD 2X4 BLOCKING 6 ARCH. PLANS 1` 15TA36 OR C516 OR NOTE: 2"X4" GROSS BRACE NETA20 WHIG�4 15 NOT "AT 2x6 WALLS USE 6PH6 -s 48" O/C FOR THE ALIGNED W/ TRUSS VERT. EA. T W/ 1 TO TRUSS To 2x4 BLOCKING w/ NOTE: 3-0,131 x 3 1/2" R.S. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 1ST 2'-0" OF END WALL " END W/ (4) 0.4" WEB U51NG 2-0,131" X 3 1/211 BorroM PLATE 50 TOENAILS CONNECTORS IN LIEU OF AT 2x8 WALLS USE 5PH8 B O I G INTO 2"X4" BLOCKING TOENAILS � EA. END. HANGER PER TRUSS PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. GIRDER AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. MANUFACTURER CONNECTORS IN LIEU OF FOR WALLS LARGER THAN 5PH4 CONNECTORS SHOWN. 2x8, USE 5IMP50N 5P1"5 ON Floor Truss To Girder Connection FOR WALLS LARGER THAN EACH SIDE OF STUD TO H S-5 2x8, USE SIMP50N SP1'S ON BOTTOM PLATE 4 SIMPSON SCALE: NTS EACH SIDE OF STUD TO 5P2'5 ON EACH SIDE OF BOTTOM PLATE I SIMPSON STUD TO TOP PLATES. U.N.O." FLOOR SP2'5 ON EACH 51DE OF 6IMP50N 5PH4 TO 2"x4" PANEL BLOCKING 6 48" D.C. FO JOIST c, STUD TO TOP PLATES. EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) U.N.D." BOTTOM OF WALL. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. I/Z"DIaNUT w/ MIN, 1-1/4" BRACE wA5WER GREAETER THSS AN EXTEND END PANEL BEARING WALL W/ s I/2" EA RO FOLLOW TABLE Tur�ap,7op BLOCKING FOR THE FIRST 4'-0" OF END WALL. STUDS BELOW FOR APPROPRIATE �1/2" PRE -ENGINEERS"'- TRU-5 'I/16 APA RATED RE -ENGINEERED WOOD SHEATHING FLOOR TRUSS � 1/2 DIA COUPLING WALL SPACING5 UDS.IZE OF aNcuoa DOLT STUDS 100 FLOOR SHALL BE INSTALLED JOINT 2x6 SOLID BLOCKING W/ A.B. EXTENSION DETAIL MAX. 16" O.C. N ' COUPLER NUT 3-0.131 x 3 1/2" TOENAILSm EA, END DIA, 1/2" J-BOLTS ;:.:. II 2x4II CR055 BRAGS � 48" O.C. FOR , 2 x 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 OR WITH SIMPSON SET EPDXY 5" 2X4 RIBBON THE let 2'-0" OF END WALL W/ (2) 10dx311 EA. END INTO 2"x4" BLOCKING. x 3 1/2" NAILS EMBEDMENT 24" w/ 3-16d m (ANGLE NOT TO EXCEED 45°) SEE + WHEN .! EA. TRU55. ++ WHEN ANGLE 15 GREATER THAN 45', DISTANCE 15 5IMP50N C516 EA. STUD TO BASE OF 2x4 CROSS BRACE 6 48 O.C. FOR THE Ist LE55 THAN 2'-0" RIBBON BELOW IMF60N�NT5116 0 4'-0" OF END WALL. e THE FIRST BAY :.•' 6IMP50 TYP. LOAp HETA20 REFER TO TYPICAL 2-STORY WALL BEARING WALL SHOWN FOR INFORMATION NOT w/U�LIFT NOTE: CMU WALL SEE 'N'/5-3 FOR STUD INFORMATION Cantilevered Floor Truss Over Wall � $5 SCALE:NTS ALT. Frame/Mason Connection #2 Floor Truss Parallel To Br Wall , . S-5 SCALE: NTS S 5 SCALE: NTS NOTE: NOTE: "AT 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRU55ES 624" O.C. SPH4 CONNECTORS SHOWN. TRUSSES 624" O.G. AT 2x8 WALLS USE SPHS AT 2x8 WALL$ USE SP'HS CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS 5HC;WN. FOR WALLS LARGER THAN 2x8, USE SIMP50N 5PI'S ON INSULATION PER ENERGY CAL FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'S ON INSULATION PER ENERGY CA EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N I/2" GYPSUM CEILING BOARD EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH 51DE OF HURRICANE ANCHOR 6 EACH TRUSS 5102'5 ON EACH SIDE OF HURRICANE ANCHOR @ EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION t0 FOUNDATION CONNECTION TO FOUNDATION DBL. 2X COP PLATE DBL. 2X TOP PLATE 2x4 SOLE PLATE PROVIDE (2) 16d 5PH4 EA. STUD 2x4 SOLE PLATE PROVIDE (2) 16d SPH4 EA. STUD COM Q EACH TRU55 1/211 GYPSUM COM o EACH TRUSS 1/2" GYPSUM 5IMP50N C51(o W/ MIN (22) 106 COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR. ADHESIVE 11011 51IMP60N C516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" TsG GLUED W/ CONSTR. ADHESIVE ''0"EACH 8 NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 11050 MAX 6 24MAX OR 4 NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 STUD WRAP UNDER OP EACH STUD WRAP UNDER OP PLATE (1ST FLR) PRE ENGINEERED WOOD PLATE (15t PLR) PRE ENGINEERED WOOD FLOOR TRU56E5 6 24" O.C. FLOOR TRU55E6 6 2411 O.G. EXTEND SHEATHING TO 2x4 1*5YP RIM w/ l3) 2x4 "2 5YP RIM w/ l3) 2nd FLOOR BOTTOM OF BEAM OR2 GIRDER 16d NAILS EA. TRU55 16d NAILS EA. TRU55 WALL J015T (INSET) J015T (INSET) 1/2" GYPSUM BOARD 1/211 GYPSUM BOARD PROVIDE (3) 0.131 X SIMP50N MT516 3-1/2" TOE NAILS AT EACH FLOOR TRUSS FLOOR TRUSS TO WALL BELOW I/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - DOWN DRAG FINISH SEE NOTE ON N-I PAGE -I/16 SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION DBL. 2X TOP PLATE w/ 5IMP50N SPH4 FOR NAILING PATTERN DBL, 2X TOP PLATE w/ SIMPSON 5PH4 6 16" O.C. w/ (12) 10d NAILS EACH 6 16" D.C. 1u/ (12) 10d NAILS EACH 1/21' GYPSUM BOARD 1/211 GYPSUM BOARD 1/211 ANCHOR BOLT -s 2411 1/2" ANCHOR BOLT 6 2411 O.C. W/ NUT 12" SQUARE O.C. W/ NUT 8 211 SQUARE SIMPSON CS16 PT 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLATE w/ BY 1/6" WASHERS W/ MIN (22) 106 5IMP50N SPH4 6 EA, 5IMP50N 5PH4 -a EA. COMMONS (11 STUD w/ (10) 10d NAILS EACH 4"GONG. SLAB. SEE STUD w/ (10) 10d NAILS EACH 4"GONG. SLAB. SEE MIN. EACH END) FOUND. PLAN FOUND. PLAN BEAM / GIRDER • °' ;• FOOTING SEE FOUNDATION "` �• FOOTING SEE FOUNDATION 2x BOt. PLATE W/ 1 x 3 1/2 PRE-ENGINEERED FLOOR TRUSS 4. PLAN FOR 51ZES 4 MORE INFO. �� 4 PLAN FOR SIZES 4 MORE INFO. NAILS a NAILS � 6" 0/C Q K-A-Jyeical Two Story Interior Bearing Wall Section T ical Two Story Interior Bearing Shear Wall Section Second Floor Frame Connection @ Girder a $ 5 SCALE: NTS $ 5 SCALE: NTS $ 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY, ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES �1111111/ rI' v ••a•..••• W % LLf 117 I-. CC • < au . Z • .n .;> 44o °° ®ll f 1 0 c in o I=-zoZ W�W w wmwE zI-8OQa �p o o�yr=U� = CI L Wo 3go� U nor `O »U�z = ?LLmQ �aza�w r14 l/) Cn Z00 zz o2� Zz Ln J W� Napo zR8zo Z z b m !Q f— G W x - � 0LS w8 Lr- V�WO LU >-UU woww=) z z z --.I LLJ F- a W Uj LLJ � EE � o o a a t9 F- Ln Z m W rJoo NMN �� Q C1 Lf) J lD LLJ �N W K" N O 3r Lr) Z w © -.4N o 4* 2 r-< Z 0LU U W � v�U =Li x < < IW N S OCR `° ry il, LU q) CA DATE .01-03 -1g SCALE N07'ED DRAWN 111K400K JOB _ Sheet content: Structural Details Sheet number: ORYWALI OVER FUI BLOCK ll 11/I6x11/lb COVE MC (MOO) lxb TRIM (WINDOW PER PLA EAD (WINDOW �` PER PLAN) SILL COMPOSITE WINDOW ixb TRIM'f}I 1 11 BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW c Ix6 TRIM LINE OF TRIM _ _ BELOW ---------- � DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN F-?-0' ELEVATION LINE OF WALL "--- — BELOW (NICHE LINE OF CASING PER PLAN) BELOW COMPOSITE WINDOW SILL PLAN WINDOW VAIL r :—ram n.r r 1/41. DOOR CASING (0366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL D ETAI L PLAN SPECIFIC PER PLAN ' P - V-0' SHIM AS 1'-$' SHIM AS I1-41 REQ'p. INVERTED 2 1/4' INVERTED 2 1/4' I'DOOR CASING l*366) DOOR CASING 03bbl2x STUDS (PER STD. 2x STUDS (PER jFll'l PLAN) BASE PLAN) CABINET 1/2'DRYWALL In'DRYWALL 3 1/4' BASE BD.3 1/4' BASE BD. (0366) (0366) QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2': IV SCALE: 1/2' : I'-0' 8" W. CORIAN TEMP. GL. ENCLOSURE CAP 1/2' DRYWALL 8" W. CORIAN BELOW CAP CAP TILE NISH TILE FINISH WATER 2x STUDS (PER P OVER WATEROVER RESISTANT PLA)J) �� h RESISTANT WALL BD. WALL BD. ► DRYWALL it BATH SHOWER 2SHOWER SHOWER it 3 1/4' BASE BD. SIDE (0366) P SECTION PLAN SHOWER LOW WALL SCALE: In' = V-0 TILE TO WRAP IN WINDOW TEMP. GL. E1vcLosuRE 8" W. CORIAN CAP I' 2x STUDS (PER STD. PLAN) 2 VAINTY C CABINET O 3 1/4' BASE BD. VANITY LOW WALL SCALE: 10' : I'-0' SHOWER WINDOW SCALE: 1/4' : I'-0" Y TOP (WINDOW — PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 1/4" ---- DOOR CASING (%b) DRYWALL FINISH — OVER PURRING ON BLOCK WALL SILL ELEVATION (WINDOW PER PLAN) LINE OF WALL BELOW LL 1/2' OUT IE TILE) LINE OF CASING BELOW �►'-"_--___--- 1-` WINDOW DRYWALL FINISH SILL PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: P ■ I.0' WINDOW >ETAIL 1/4" (0366) 4 FLOORING / BASE 50ARD NOTE: U 45N TILE FLOOR 15 SELECTED ONLY 5A5E 5OARD 15 IN5TALLED. UJNEN WOOD FLOOR 15 5ELECTED 5A5E 50ARD AND 5HOE MOULD ARE INs55TALLED. lBl-PASS OR$. PER PLAN) Ix JAMB (BI-PAS° DRS. PEP PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING 01360 HELD DOWN 1/2' 1/2 WOOD FILLI=R HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) �- 2 1/4' DOOR CASING (%(o) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CAS I N G D ETAI L WALE: P • P-0 MAIN HOUSE GARAGE DRYWALLLAP SL BASE BD. TO OVER STEP AND DRYWALLTRANSI ION 3 1/4" BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I': I'-0' NOTE: DRAUJINCz5 ON 11 °x1l ° &HEET UJILL 5E ONE CALF TEE SCALE NOTED 5 1/4' CROUII`I 3 (045) 5 1/4" CROWN SCALD: I' • IV Ix8 ---.. ROUNDOYER W/ ROUTER WHITE PINE I/2' DRYWALL 31/4' BASE BD. 24 WALL 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP D ETAI L PLAN SPECIFIC PER PLAN: P ° P•o' IxIo WHITE PINE VT DRYWALL- 2x6 WALL ----- %' OR 42' HIGH PER PLAN ROVER W/ ROUTE 31/4' BASE BD. (+366) 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS c o .` i. Q p — E o cq s N "a p) u.u. a ao 9 � • G loo DAVIS BEW S DESIGN ORM W STATE SIRF.Er EAST OLDS AA& FWRibA 3*77 813.92:5 .1300 M3L SM . 925. 1800 FAX \VWWDAVSREWS.GOM TAMPA • DETVVER. —ft. MT.1994 r T-.-- TRIM • VILE • TYPICAL VR/M DETAILS • SHEET • TD . LJ-8090-5 OAK 5 1/4" LANDING TREAD LJ-1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ-6010 / LJ-4040 RAILING SHOWN) NEW1=L POST Ixb PAINTED BASE PLATE 31/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL �---LJ-4042 QUARTER TURN NEWEL LA045 LJ-4040 POST NE L POST--- NEWEL POST OPT. LIW-MG2KNUC44 WROUGHT IRON BALUSTERS WR LJ-1021 ''Ixb PAINTED BASE ROSETTE PLATE LJ-6010 Ixl2 SKIRT 3 114 APRON RAILING BOARD LJ-5015 WOOD `" BASE BALUSTERS CA (3 PER TREAD) MOULD STANDARD - LJ-8014MRI Ixl2 SKIRT TREAD FOR CARPET BOARD (OPT. LJ-8010 SERIES =�"� TREAD SHOWN) LJ-8095 OAK - NO PAINTED LINEAL COVE _ RISER MOULDING LJ-8010MRI BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 114" LJ-4042 NEWEL POST 2 EA. - LJ-3016 RAIL AND POST FASTENER GENERIC SWITCHBACK GENERAL STAIR NOTE: � REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER NEWT REQUIRED. �Jc INDICATES STRIP FL00RIWs TO 5E INSTALLED IN SAME ORIENTATION AS 51/4' LANDING TREAD LJ-8090-5 04 5 1/4" LANDING TREAD SELECT 2 1/4 STRIP FLOORING 7 LJ-4042 NEWEL POST LJ-8 IOMR1 OAK TREADS SELECT 2 1/4" STRIP FLOOR LJ-8010MR1 I OAK TREADS-7 N.ts. SEE GENERAL STAIR NOTES RAILING LJ-8010MR2 OAK TREADS7 RAILING LJ-4042 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN STANDARD - 42" H. KNEEWALL (OPT. LJ4010 RAILING SHOWN) OPT. L114-MG2KNUG44 i WROUGHT IRON BALUSTERS 04�� 40 1 LJ-40��� r-- — NEWEL 100ST I I LJ-4040 NEWEL POST SECTION-�1 rIx12 SKIRT 1xbATAINTED BASE CUT THRU .4.6 BOARD PL E WALL 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 ---"` GAP S-TURN - MOULD -STANDARD - LJ-8014MRi LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK Ixb PAINTED LINEAL COVE RISER MOULDING BASE -- -- - --: LJ-8010MRl PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" ixl2 SKIRT LJ-4042 BOARD NEWEL POST �"'----2 EA. - LJ-3016 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.Q. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE aULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) At STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. 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. 8" f7 A --- -FULL HT. WALL LJ-8014MR1 TREAD LJ-8010MR2 CARPET STARTS TREAD AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL POST GENERIC WOOD /CARPET STAIR FLOCJR PLAN N.T1i. lxl2 SKIRT SECTION-.,,G BOARD CUT THRU kt' 3�v kk,�\\ WALL LJ-6010 RAILING LJ-1041/8 CAP S-TURN MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS _ (OPT. LJ-80I0 SERIES (3 PER TREAD) TREAD) LJ-W'35 OAK LINEAL COVE MOULDING - BASE ---- NO PAINTED PER TM LEVEL RISER 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-1040 / 1045 TURNOUT BOARD44 LJ-3009--' LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND 2x STUD WALL w/ DRYWALL FIN. BASE CAP MOULD ix12 SKIRT BOARD LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MRI OAK TREADS LJ-8095 OAK LINEAL COVE MOULDING 1xl2 SKIRT BD. BASE CAP MOULD '-- 2x12 STRINGERS I TYP. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L rear m Zu LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE POST LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LJ-4042 WOOD TREAD NEWEL POST ixl2 SKIRT BD. BASE LJ-8095 OAK W_ CAP LINEAL COVE MOULD MOULDING PER PLAN PER TM LEVEL 3 1/4" OR 5 114" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS KtS. 3/4" MIN. HOLE DEPTH - FOR 5ALUSTER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILINGw� LJ-4042 NEWEL POST LINE of BALUSTERS TO BE PARALLEL TO TOP RAIL. Ln N n ,a - !I: N LJ-4010 LJ-4045 LJ-4042 2; W-4040 TYPICAL NEWEL POST PROFILES N.T.S. 4 4 LJ-5015 LIH-14OL15ASK44 LIH-HOLMA61<44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LI14-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.TS. 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 ___ Ili KNUCKLES TO r BE PARALLEL TO TOP RAIL LI14-HOL2KNUC44 (DOUBLE KNUCKLE �`- LI14-14OLMUC44 (SINGLE KNUCKLE) LJ-5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD AND Ea (3 PER TREAD - ALTERNATE SPACED) KNUCKLES AND EQ. SPACED) TYP. LEVEL I DECORATIVE TYP. WOOD BALUSTER METAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL 1" MIN. HOLE DEPTH FOR I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND BALUSTERS IN TO HAND RAIL (KEEP HOLE RAIL (KEEP HOLE — DEPTH THE SAME AT h nDEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) 36" H. RAILING 36" W. RAILING LJ-6010 RAILING LJ-6010 RAILING 2POST NST NEWEL EWEL NEWEL POST LINE OF LINE OF BASKETS TO ,� SCROLL TO BE �. BE PARALLEL PARALLEL TO t0 TOP RAIL r TOP RAIL LIH-HOL25ASK44 LIH-HOL50144 LIP-POLPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) LI14-HOLIBASK44 LI-ALAK01(2 EA. (SINGLE BASKET) ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE (3 PER TREAD - I - SCROLL AND BASKETS AND EQ. SPACED) 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE METAL BALUSTER M ETAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL N.T.S. N.T.S. NOTE: :-.)iR,4WINrzS ON 11 ''xll" 5HEET WILL 5E ONE HALF THE 5GALE NOTE:;) STAIR DETAILS x w IN 0 N� It a cc ao 00 00 3�E 0 *p '101a DAVIS BEWS DESIGN ORpVP LW SMM SMWr EAST CU MAR, RCMA 3*W 813 . 925 . EX" MU- 813 .9" .1800 FAX W W WnAVffiBEWS.CAM TAMPA • DE - VER. �..•�� ESE 19" fk_-9---- TAIR • nnE • 1YP/CAL STAIR DETAILS • SHEET ' S D