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505 Red Rose Ln 17-3653 (a)
GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO FB.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS'. ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 16 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.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 RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. ' CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH LOT 308 THORNBROOKE 40 HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/6 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.R - 5TH EDITION (2014) R10235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 5TH EDITION (2014) R1031o.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE ANASTASIA GARAGE RIGHT OF CORRO6ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R - 5TH EDITION (2014) R103b.2 AND ASTM C 926, PER FB.C.R 5TH EDITION (2014) R103b2.1 WEEP SCREEDS SHALL BE A MINIMUM No. 26 GALVANIZED SHEET GAUGE CORRO5ION-RE6I5TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESI5TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.C.R 5TH EDITION (2014) 1 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDED ELEVATION TRADITIONAL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.C.R, 5TH EDITION (2014) R103bB OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11AA) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 6.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE TAYLOR MORRISON CONSIDERED AS CONTROL JOINTS. EGRESS: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x& 5UB-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 30" UPPER KITCHEN CA5INET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RT-CORD COPY REVIEWED FOR CODE COMPLIANCE SF PLAN6MINER 2- DATE SANEO N A PERMIT ISSUED SHALL BE CONSTRUED TO BE IA LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION CTION 'PEST REQUIRED Results to he Verified at,51ab Inspection �V1Lt Nc; $ANF�I 3r.0 `, #17-3553 REDRAW NOTES 11-01-11 CREATED LOT 5PECIFIC PLAN FOR LOT 305 IN THORNBROOKE 40'e, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: UNDER CABINET LIGHTING, 5TAIR RAILING, ELECTRIC OUTLET IN NON WET AREA, POCKET 5LIDER, PAVER DRIVEWAY AND LEAD WALK AND LANAI, ALTERNATE 5TUDY, PRE -PLUMB WATER 50FTENER, (2) DUPLEX OUTLET5 AND PER50NALIZED HOME TECHNOLOGY. SQUARE FOOTAGE CALCULATIONS ELEVATION 11IE" 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 301-011 TOTAL LENGTH 751-011 PLAN REVISIONS- 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 CORRO6ION-RE616TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8, DRAWINGINDEX WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2, IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING / GARAGE OPENING5: 1 - //�� SLAB INTERFACE PLAN N THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/6" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND RW52b1 2 B 1 — UPPER FLOOR PLAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE65 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 2 B 2 - UPPER FLOOR PLAN DI MEN S I O N S UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 05115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1, 3A 1 — FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE): . THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R. 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR - 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vann IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 WITH HIGH W ND CONCRETE ANDA5TM T pE II; OR A5TM M MI18, INEI1� OR 120. REQUIRED p 910EOR ASTM 5UI�ACEED S AYMENT ALR E I STALLED IN A WITH FRSA/TRI DN6380,NCLASS RAL ROLLL ROOFNG AND CORDANCE LOR pA CLAY ROOF 3A3 -FLASHING DETAILS INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 3A4 -FLASHING DETAILS 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 151E4" AWAY OR CLOSER 4A - MAIN FLOOR ELECTRICAL PLAN TUB AND SHOWER AREA5: I, CEMENT, FIBER -CEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER 4 B - UPPER FLOOR ELECTRICAL PLAN RECOMMENDATIONS SHALL 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. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U61NG A NON -CORROSIVE CLAMPING DEVICE TO N 1 -STRUCTURAL NOTES ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. AGAINST AND TERMITES. CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM FOR SPRAY HEADS, AND SHALL AT LEAST I FOOT PROTECTION DECAY - RISERS ROOF DOWNSPOUTS DISCHARGE S 1 - STRUCTURAL DETAILS (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH 5LOCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE 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 THIS PLAN SET AT THE TIME OF APPLICATION FOR ''""�� SJ — STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES S4 ADETAILS - STRUCTURAL (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. S — STRU CTU RA L DETAILS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. TD —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 OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV15ION5 OF SECTIONS MI4113. SD - STAIR TRIM DETAILS EXHAUST SANS AND VENTING: (.OUTDOOR THE AIR EVERY MECHANICAL EXHAUST SYSTEM SHALL TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, DISCHARGE. REMOVED BY BE DISCHARGED RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (16 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 6005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING,LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORp5 "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 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'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION"CORRECTION / REVISIONS. ANY REV1510N6 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. �,°.....• /1/�®dam `� �4�• v'_ s i�� o do • '0I .411111bdoeo� x ro - 00 O _1 Y/ 2 co 6 > >JM L. 6 D°L • o o .0101- 0-1 _I 1C�0 �Y W Q) LJ*'m 00�n ZN � • JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REMISED DAVIS BEVITS DESIGN GROUP 150 STATE STREET EAST awl rzOR.roA �� 813 . � . 1300 `1-l�C. 813 . 92S . 1800 FAX WWW.DAVISBEW&CAM TAMI'A • L7ENVER. F_Si'.1994 � �- III In 111 111 III Vortex Engineering, L..LC, 607 S. Alexander St„ Suite 103 Plant City, Florlda 33563 813,704A842 FL# 52683 - CDA4 28035 - Paul D, Kidwell, RL - I HERESY CERTIFY THAT I HAVE REVIEWED THE ATTAOHED DE5I6N, AND FIND IT TO EE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA EUILDIN6 CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE FRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD DEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY OHAN6E5 AFTER TRO55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUCTURE ONLY W c) UO H aC) .a.I� 00 0 r • r1�lAlrl•II•I•I�IIII•Ir#•1�.•I�I 2582 • TITLE • GENERAL NOTES REVISION LOG Fla 4'-411 41-811 41-811 41-811 4 65'-4'1 5'-4" 4'-411 4'-loll 2-STORY I -STORY FOOTING FOOTING 50 GAL, W.H. 31-611 41-411 "qw 41-011 41-411 I HB. t � ` / 811 8" PAVERS WATER SOFTENER ��- — -� AND 1 I-5TORY FOOTING (TYR) ■ I LOOP DRAIN PRE -PLUMB 1� " " ROM E W/ I 20 H. x Ib J. CONC. PROVIDE 1 2 - "5 CONT. KEBABS PROVIDE WIDEN FOOTING 8 AT -- c3 I I J� co I 25" MIN. LAP WHERE SPLICED AND POCKET SLIDER AND 16" W.xl6" DEEP FTG. - i WIRE TOGETHER BOTT. OF FTG. ADD lU 15 REBAR I 31-10 _ J 9 -1 W/ 2 CONT. In 3'-9" `" I SHALL BE 12" MIN. BELOW GRADE 204', 1 8" I ELEVATION AT 0'-0" (ASSUMED) / \ OF REF. I SI `r I -'T a ifNAA `' 35" THICK, 2500 OR 3000 P.S.I. I — �u a 3t.611 3A2 D _ Lu I PITCH �' CONCRETE 5LA5 ON GRADE W/ - 16" Wxlb" PEEP FTG. W/ 2 - 05 CONT.---- SLAB C,J, - i GJ. -------------------- bxb WI.4xWl,4 MESH OR FIBER :r r--------------------- Q 1/8" I FT. MESH OVER b MIL, VAPOR e N PROVIDE WATER LINE FOR ICE MAKER /� PITCH 1 8"4" FTG. W/ I - +5 BARRIER ON CLEAN, WELL COMPACTED, TEf�'11TE TREATED, / TO DRAIN CONT. (TYP. AT LANAI) c11.� GRANULAR FILL. / >i 414,1 bl-411 11111111 1 , ; s �` IN NOTE: `i / ■ ■ ■ ■771 ALL SLAB ANGLES ARE AT 45° (UN.O.) r 21'-6" 2'-611 12'-3" 4' II" 2'- 11 - M ■ 3 C. Ib" W.xl2" DEEP FTG. B44' W/ 2 - 05 CONT. 51 P.Y.C. CI, HANDLER LINES FROM u' 0AIR I'-3" j 2'-511 IS'-611 1 8" 2-5TORY FOOTING (TYP.)`� UPPER FLOOR = M �i 3/4" RECESS 3'-8'\ FOR ENTRY DR 5'-2" 5'-811 41_011 41-41' 20" H. x 20" W. CONC. MONO-FTG. W/ 3 - 05 CONT. RE5AR5 PROVIDE � � II " 3/4 ION Ib" W.Ab" DEEP FTG. � — ■ ■ ■ ■ 25" MIN. LAP WHERE SPLICED AND �I I "' IN BY PLUMBER DRAIN BY PLUMBER W/ 2 - 05 CONT. ■ �' I STORY WIRE TOGETHER BOTT. OF FTG., 9'-211 14'-411 2. AI �OF 2x4 WALL SHALL BE 12" MIN. BELOW GRADE = I I FOOTING 28'-8" -� - M ��- 20'-11" 2'-I" i'-8" 3'-loll � LAY. x3-611 A/C 4'-2" 3'-I" 2'-8" 13'-8" ti � 8"xb" FTG. W/ I - S CONT. (TYP. AT ENTRY) PAD (SEE MECH. 5'-4" 13'-811 CONTRACTOR 4F- ( (,+ ■ ..Q1 '- a� OR LOC.) TILE T SHOWER I M _ 3'-8" 19'-011 PAYERS — — — — —% 54 3/4" CONDENSATION A "° SEAT RECESS _ ASV. 21-011 a, 2xb WALL OPT. 1 rOPT. `" = I I I 4" P.Y.C. DRAIN BY PLUMBER "? DRYERI I WASHER I — - _ _ _ ■ • • • ■ 8" C 1111. WALL ASV. ■ «� • • • • • • • _ INDICATES I - 15 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE, VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE d FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER /� H.B. 31-011 41-411 41-811 8" THICKENED J EDGE FOR SHOWER RECESS W/ I NO, 5 BAR CONT. ELEVATIVN 3/4" CONDENSATION - DRAIN BY PLUMBER 52'-4" AIR HANDLER \-a" C.M.U. LINES FROM WALL ABV. UPPER FLOOR 4'-211 2'-411 3'-6" 3'-b" 31-101, 14 41.411 �5'-011 PITCH 1/8" / FT. ,mot 91-/J111 1q1-811 TAYLOR MORR15ON USES 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 1=1 1211 DEEP x3b"x3b" CONC. FOOTING W/ (4) S BARS EACH * * * * * * WAY. D1211 DEEP x24'441' CONC. FOOTING W/ (3) 05 BARS EACH WAY. G20" DEEP 00"00" GONG. FOOTING W/ (3) 05 BARS EACH WAY x ro w U I- to o to O ,jM ; am g) Cl) 0 , r N 66 °OL' • 00 D -0h � 0� c00 E �. Y0) C -j �n 000 Z N d JOB NUMBER 27002.356 CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STPLE.ET EAST OLDWAR, FLORMA 34677 813.925.1300 TM 813. 925. 1800 FAX W W W.DAVISBEW&COM TAMPA • E )04- R. EST. 1994- 111 111 ��� 111 111 Vortex Englreering, LLC, 607 S, Alexander St., SUte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - COO 28035 Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANOR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITIONS AND RESERVES THE RIGHT TO MAKE ANY OHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUCTURE ONLY Ln � Z OC:) C)0 OC m p[ O � 00 o J M C:) Q r 12" DEEP x3011x301' CONC. FOOTING W/ (3) 5 BARS EACH (31 WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DE51GNED U51NG A MINIMUM ' SOIL BEARING CAPACITY OF 2000-P6F (R401.4. I FBCR). "nomnu�llmnnnbnbinbb>tb�w�l�e>_ea� • TI TLE • FOUNDATION PLAN EI S I 5S 2 05 - FOUNDATION PLAN GARAGE RIGHT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS =k �c 2011 2111 3111 5311 WINDOW CALL -OUTS H 2611 H 12 5H 1/2 32 5H 22 5H 32 5H W = 3T 0 13 5H 1/2 33 5H 23 5H 33 5H J 0 5111 14 5H 1/2 34 5H 24 5H 34 5H Z14 6311 0 15 5H 1/2 35 5H 25 5H 35 514 Z 5H 36 5H 12" 3: 16 5H 1/2 36 5H 26 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, W LU WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER to FLOOR PLAN5 FOR 5T'YLE OF WINDOW U5ED (51NGLE HUNG-51-1, CA5EMENT"- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). ******* TYP. ARCHWAY ASCALE: I/4" = 1'-011 BOTT. OF LINTEL AT 84" AFF. 3'411641 A/C 1 13'4"641 A/C I PAD (SEE MECH. PAD (SEE MECH. 1 CONTRACTOR 1 (CONTRACTOR FOR Loc.) I I FOR LOC.) L----I 1-------1 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CON5TRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) 0 ALL STRINGERS TO BE 2-24 "2 SYP. ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. 11 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONC.). AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (l6" O.C. MAX) IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.).FLOOR: " AT CONC. W/ 1/4" DIA. x 3"APCON5 AT 12" O.C. AT WOOD ATTACH W10.131 x 31/2" NAILS AT 8" O.C. TO TRU58/JOI6T/ OR BLOCKING BELOW. ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. LANDINGS SHALL BE BUILT AS FOLLOWS: JOISTS TO BE 26 o2 5YP, MIN. AT 16" O.C. IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE l2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" R5. END NAILS AT EACH LANDING J015T, AND (2) 0.131 x 31/2" TOENAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. LEDGERS TO BE 48 WITH: of (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. u# 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CCNGRETE ATTACHMENT. to ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. VARIES (SEE PLAN) TRAY CEILING 42" P.— RAILING �A ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR PER C55) FLAT LATEX G KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT O INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS SECTION SCALE: 1/2" - 14'I H. LOW WALL 4211 H RAILIN� AT VOLUME CEILING UATrUIV. 1IQniretP5 nnuai P UPPER FLOOR FLOOR 5Y5TEM BEAM LINE OF 6'-8" MIN. HEAD CLEARANCE \'� BEAM --- FLOOR SYSTEM 3/4" PLYWD. DECKING ` 3611 H. CONTINUOUS 2x STRINGERS 1000 GRASPABLE ao (TYR) RAILING 36" H. — —117- T — RAILING Tu V NOSING I--- (TYP.) 4TORAGE UNDER 2x TREADS AND STAIR Ix R15ER5 (TYP.) ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R3015 PER F.B.C.R. 5TH EDITION (2014). * * * * * * * IT TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1411 G.C. VERIFY SHIM AS POP-UP OUTLETS REQ'D. I CA51NG 2x STUDS (PER STD. PLAN) BASE CABINET 1/16" 0.5.B. BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 1'-0" TNRU EXT. WALL HANSEN BOX BELOW PRECAST LINTEL * * * 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAI 5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE56 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �c UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5TH EDITION (2014) 1 FLAT HEADER AT 84" AFF. 1`1,41N ILOOR STRUCTURAL LEGEND 8" K.O. BLOCK FILLED WKI) 05 BAR OVER 8" D — PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) • S BAR. IA - 8" K.O. BLOCK FILLED WKI) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(I) "5 BAR, GROUTED SOLID. 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/(I) BAR �3 — 6" LINTEL5 SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED W/(U 05 BAR ® — PROVIDE (4) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 0 — PROVIDE (3) 24 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BA5E. ® — PROVIDE 2-PLY 2x12 No. 2 SYP BEAM W/ 1/211055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMP50N L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP50N H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 02 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N L5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTEL5 LONGER THAN 6411 FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 P61 MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS 6 NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. = RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 1 05 INDICATES 2 "5 HATCHING LEGEND R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) 113 CLG. INSULATION R 38 MA50NRY WALLS 14.1 KNEEWALL 130 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RISCALEG: HT x co r r1 0_j if, '00 0 F) N o c* M N L °ELM 00 :2 5.0 �■ 0� �O E �mroW C4 � J * m Itlti 00 ZN�� • JOB NUMBER 27002.356 CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REVISED Lj DAVIS BEWS DESIGN GROUP L50 STATE ST'R Er EAST OWWAR, FLOR.roA 34677 813. 925. 1300 TSL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • LDE srvMP_ EST. 1994 111 111 ■�■ 111 111 Vortex Engineering, LLCM 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813304,4842 FL# 52683 - COA# 28035 - Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5IGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RI5HT TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUCTURE ONLY 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS E, r— aN f 291-011 151-011 651-411 V-411 REFER TO 51-W 2AI FOR MAIN FLOOR PLAN NOTES x cu C r0 J�00 O JMI�Qj 1 � (/ V) � 0 N Qt L >>JM L L LL • 0 v_ 0.0rl 0 -1 C O roN L J m Ocro n �! z lot JOB NUMBER 27002.356' • CAD FILE NAME LOT 308 TB ISSUED 11— 07-17 REMISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OI.DSMAR, RORIDA 34677 813.925.1300 TM 813.925.1800 FAX W W W.DA"VLSBEWSCOM TAMPA • DENVER. EST.1994 ��- 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St., Sulte 103 Plant Clty, Rorlda 33563 813.704 4842 FL# 52683 - CDA# 28035 - Paul D. KldweU, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO 5E IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING (ODE, RE5I1PENTIAL (I EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- . ENGINEERED M55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITION5 AND RE5ERVE5 THE RI6HT TO MAKE ANY CHANCES AFTER TRU55 LOAD INFORMATION 15 5UPPl IED TO THE ENGINEER. 5EALED FOR 5TRU TORE ONLY can Z=> Milql' Z O � C:) 10I 0 m p� O � 00 0 ord") F— J C:) H 2582 mmmmmmmm-mma • TI TLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS - - u I 2A2 GARAGE RlGH11 fi TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS �k 2011 11 24 3611 AQII WINDOW CALL -OUTS ��••. J� (D 2011 I818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. LU = 24" � 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 5 0 3611 1830 BH 2O30 5H 3030 5H 4030 5H z 48" 0 1840 5H 2O40 5H 3040 BH 4040 5H 'S z 60" 3: 1850 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 BH G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, w WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.CC.R. -y5TH EDITION (2014). y REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 71 011 I N � lO cr � --I !l- 2x4 FRAME WALL R/5 6-0x6-8 BI-PASS BEDROOM 2 13'-4"xl2'-8" 9'-0" FLAT CLG. m 2x 2x4 FRAME FRAME 9'-011 WALL WALL 2 - 3050 SH. O8 FLUSH FRAME (D-] TO FURRING � �R BELOW ea� u,t LOFT BEDROOM3 11'-0 x14 -4 12 -6 x11 -0, OPEN TO 9'-0" FLAT CLG. 9'-0" FLAT CLG. BELOW N N FLUSH FRAME 42" H. 36" H 42" H 9' 0" TO FURRING RAILING CONTINUOUS RAILING CLG. a I A/C 91-011 BELOW GRASPABLE 24" H. A/C 1 CHASE RAILING PLATFORM �'8x6 a CLG. 2-6x6-8 R/S 7 DO 2-4x6-8 R/S — — CLG. 5-Cx6-8 F- — -1 2-6x6-8 PROVIDE 5I-PA55 1 1 42" H. PAN AND DRAIN i 1 5� Q RAILING g _01 UNDER A.HU. CLG. L— J a BEDROOM 4 ----- 13'-6"xl 1'-0" LAv. W.C. _ BATH 3 9'-0" FLAT CLG. oe i GLG. N m I ZAJ.CPT. TILEBATH 2 9 0 �OPT. 2-6x6-8 CLG. LAV. LAY. W.G. 7772030 TEMP. 5H. PROVIDE 24" H. A/C D. AT T-8" PAN AND DRAIN PLATFORM UNDER A.N.U. _1 * * * * G.C. VERIFY MEDICINE CABINETS W/ BEVELED EDGES AT BATH 2 3050 5H. HD. AT 1'-8" * EGRE55 a --.----_._ —--------------- / I � I i 1 1 1 1 REFER TO SWEET 252 n FOR UPPER FLOOR 1 PLAN DIMENSIONS AA 72 UPPER FLOOR STRUCTURAL- LEGEND O - PROVIDE (3) 2x4 STUDS W/ (1)51MP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 26 STUDS W/ (1) SIMP60N HTT4 CONNECTORS AT BASE. - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-6TUD6 AT EACH END WITH (2) SIMPSON M6TA30 STRAPS. IC - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 065 FLITCH PLATE TIED TO DOUBLE JACK-6Tu05 AT EACH END WITH lU 61MP60N L5TAI2 STRAP. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALL5 SHALL BE 2-PLY 2xb 02 5YP W/ 1/2" 065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (I) SIMPSON L6TA12 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID-5PAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAYS AFTER GROUTING. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 P51 MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA `�IIIIIf10///�/ e0 �j� •r •°s / r • r V: co LL. • , r = Z r e x.Z � � FW"' gip•- �. <t'GO " .v 'l/�� 111 ee NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 33, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.13.C.R. - 5TH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES GARAGE RIGHT x co r0 oto 0 Jto�rn Y/ Cmm N L 00JL O 0 0j cO E >�Y roC4 LJ*0 0oo fCC1n ZNLeI • JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11- 07-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST CM MAR, FLARmA 34677 813. 925.1300 " TEL 813.925.1800 FAX W W W.DAWSBEWS.COM TAWA • I7EIVVER. - EST.1994 �s Vortex Engineering, LLC, 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813.704 4842 FL# 52683 - COA# 28035 - Paul D. Kidwell, RE. - I HERESY GERTIPY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE HITH 5ECTION R301 OF THE FLORIDA BUILDING (ODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED T121,155 MANURLAYOUT TO DETERMINE ANY LOAD BEARING 6ONDITION5 AW7 RESERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TC THE EN61NMR. \SEALED FOR 5TRUCTURE ONLY 0 � Z w � O U0 C:> r)e m � 0 O � 00 o J M }, C) Fmm�jj 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS NOTE: R00F LINES CHANGE IN ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 3D, 3E, AND Y FOR CORRESPONDING ROOF LINES, K rM 0100 J 0 0 LO _j v) deli -I sm N IN U. 0 0 0 ��h 0��0 m IN l0 r� m 6 ZNa • JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11— 07-17 REVISED 2582 BEWS DESIGN GROUP 1S0 STATE ST'R.EE`T EAST OLDSMAIt, FLARIDA 34677 813 . 925.1300 TEL $13 . 92S . 1$00 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVER. � F.ST:1994 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FA52683 - CQA# 28035 - Paul D Kldwell, P E, - I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION P301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (Sth EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRO55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED POR 5TRUGTURE ONLY c c 1 C) rtoo 0 C:) 37 00 0 M 0 �1 DAVIS • TITLE • UPPER FLOOR ,PLAN DIMENSIONS UPPER FLOOR PLAN DIMENSIONS 2B2 GARAGE RIGHT 11/211 THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH - TEXTURED BANDING z is NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY6TONE5 (WHERE APPLICABLE) IF THICKNE6515 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 - 5TH EDITION (2014) R1031o.1 AND ASTM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R - 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 11-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2M0 PER F.5.C.R - 5TH EDITION (2014) R3122 0 ..� .. =Y2Z w Id= .. . W . 0 .. O�'���iiii e % 6 12 LSHINGLE 12 ROOF G.C. VERIFY 12 ALUMINUM OVER 6T SHINGLE 2x6 SUB -FASCIA ROOF (TYPICAL) PLT. HT. — PLT. HT. 4" BANDING (TYP.) STUCCO L STUCCO x L 5 H. DECORATIVE 1'-4" W. x 54" H. FIN15H� FIN15H� FIXED SHUTTERS DECORATIVE FIXED SHUTTERS S .� 4" BANDING (TYP.) 12 � 12 ,� 12 612 SHINGLE 6T GSHINGLE SECOND F.F. LINE _ ROOF ROOF SECOND FP. LINE - T.O.M. T.O.M. 8" BANDING 811 BANDING 611 BANDING COACH 4" BANDING LIGHT [7 El [71 [711711:1 El - 1 TEXTUREDTEXTU - zn FIN15HRED FINISH zn FINISH c F7 F7 F7 171171 El [7 [71 [71 El 17117171 MAIN F.F. LINE — — �� — — - MAIN F.F. LINE GRADE LINE 411 BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING IS TO BE RASED SAND FINISH FRONT ELEVATION - SCALE: 1/4" - 1411 K m w r0 JLO O_j 0) 0 c) p� i 2 co -/ L N � N naLL 0 Q -0 mO E _0J LL 0 C4 r J f0 6.0 (�r` zo5,D) P JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD6MAR, RDRMA M677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANIPA • E>01- R FST.1994 F--= 12 F11 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florlda 33563 813304,4842 FL# 52683 - COA4 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTAGHED 0E516N, AND FIND IT TO BE IN OOMPLIANI WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE51DENTIAL (5!h EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN&INEERED TRU59 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY OHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. �1_5EALED FOR 5TRUOTURE ONLY 0 � Z o � CD oC m � � O CD g F_ ne O 00 o J M C:) 0 2582 • TITLE • FRONT ELEVATION DETAILS ELEVATION TRADITIONAL - "A" GARAGE RIGHT 3AI 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) m. RAISED SAND FINISH TEXTURED BANDING w �t n 3/4" THICK ------------------------ t-------- — I I ti4 iIII �e 4:12 6:12I --------------- -- III _N.6:12 I I I pia Z—\ 6:12 ------ 1 -------------------- 6:12 Q -------- I 6:12 6:12 I TYR I .� OVERHANG AT HIP I (UXO.) I I I I I I I I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 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 - 5TH EDITION (2014) R1031o.1 AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R - 5TH EDITION (2014) R103b2 AND ASTM C V6. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT, / 300 = 0.46 SQ. FT, X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. 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, GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ, FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ, IN.. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. vROOF PLAN SCALE:; CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 209O PER F.B.C.R - 5TH EDITION (2014) R3122 GIRDER 6 I� TRUES GIRDER - TRUSS 12 SECTION AA SCALE: 1/8" _ I'-0" 6 I% Q6 12 Q6 GIRDER T TRUSS 12 Q6 CONC, LINTEL LSHINGLE 12 SHINGLE 6 � ROOF 6 ROOF PLT. HT, PLT. HT LsTucco NISH 0 TEMP. FIN15W 7 «� �l SHINGLE 12 ROOF LSHINGLE Q6 SECOND FF. LINE _ SECOND F.F. LINE SECOND F.F. LINE _ 811 Q6 ROOF _ SECOND FF. LINE T.O.M. _ _ —.. ---- D.M. _ /TEXTURED /TEXTURED = FINISP47 TEMP. --�� �� FINISH MAIN FF. LINE MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" 6 ID S12 HINGLE 12 Q6 ROOF 6� SHINGLE PLT. HT._ ROOF - PLT. HT. STUCCO =a, L STU CCO FINISH T' FB. FB * FINIV 12 SECOND F.F. LINE 111 - SHINGLE Sli _SECOND F.F. LINE CIS T.O.M.ROOF -- T.O.M. TEXTURED FINISH MAIN F.F. LINE TEXTURED FINISH MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 14" TEMP-11 6 12 � LSHINGLE Q 6 12 6 ROOF 7 12 Q6 SHINGLE ROOF PLT. HT_ _ _ _ _ PLT. HT, — ZSTUCCO /5TUCCO Z 6 1� LSHINGLE FINISH 7 �l FINISH 7 �l SHINGLE TUCCO 12 FINIS SECOND F.F. LINE_ ROOF g� SECOND FF. LINE ROOF 811 a4 SECOND FF. LINE T.O.M.�? ?ExTURED LT XTU E L _ °' RED FINISH FINISH �l _ �v, TEXTURED FINISH 7 TEXTURED - FINISH, MAIN FF. LINE AT—_ �l _ _ _ _ _ _ _ _ - _ _ - _ MAIN FF. LINE GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) RIGHT ELEVATION ELEVATION TRADITI ONAL "All- ARAGE RIGHT - x 4 w r0 00100 J u, 0 JMI,� rA 0,50 0 0)yN Y/ co N L oo�M L• 0 0 oJ�00 LJ �'04 co �0 00 4 C4 Z v • JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REVISED ON DAMS BEWS DESIGN GROVP 150 STATE STREET EAST Oi DSMAX, FLORIDA 3*77 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DE gVFR. - EST: 1994 ��61Fm III, Vortex Engineering, LLC, 607 S, Alexander St., Sulte 103 Plant Clty, f lorlda 33563 813.704A842 FL# 52683 - C04 28035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED M516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION RBOI OP THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- . ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY GHMr5E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY IIIIWI•I•� 2582 • TI TLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION momommomp 3A21 . 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 MATERIAL PER ATIONS WITH APPROVED :RLAYMENT (REFER TO :R SHEET) NGINEERED ROOF �SES AT 24" O.C. ,ICANE STRAP PER FRAMING PLAN BRG. HGT. DRIP EDGE :ASCIA :D ALUM. SOFFIT f H & EXT. FINISH )OW FLASHING AS REQ'D ANDOW TRIM q:AZ TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER -7 a ;r PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �F'9TyF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�Sr Ole e'�R 401" WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL BPS O 2 FOR OPTIONS) Es�� 0P� CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: FLASHING WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �- EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK --- SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS, 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS x w r0 J0�0 0 JM%; CA 0 '5 N Q�LL • 0 0 0 0, . 0 OJ cO '5 E �Y roan cm CJ*fp 0c y� 0 9� ZNLV JOB NUMBER 27002.356 CAD FILE NAME LOT 308 TB ISSUED 11- 07-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STR.EEr EAST a D"Mt, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • OEN /M - EST 1994 2582 1 0 0 • TITLE • FLASHING DETAILS TEXTURE FINISH COAT BROWN COAT SCRATCH COAT 5ELF-FURRING LATH TWO LAYERS Illl WEEP 5CREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E OF MD1.W.5. SELF ADHE51YE FLASHING MA5ONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --�` REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING ° o i WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING - 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR - 3/4" 1" BEAD OF C SHEATHING ONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF / THRESHOLD o o o / / SECTION -A (SEE ° / DETAIL WP02) ° SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED ; II FLASHINGcw O DO NOT FLASH OVER �- / SEAL TOPS OF JOISTS *INSTALL SELF ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SELF -ADHERED FLASHING HALF ROUND WINDOW ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINT^ OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FIB SPECIFICATIONS ROOF CRICKET: �j MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF j BY PLAN LOCATIONS) AT ENTRY 6" SHINGLE OVEI •�l1�;f4 f1; DIVERTER M FLASHING wu s:i DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH is ;, •; ; HOLD EXTERIOR :a? a ,A it ;A n iti :< < FINISH 2" ABOVE ROOF FLASHING s '• el• `'4 I'll eL �:c:,: •; e:'f tip'^t�:. CAULKING a:,;.:' •;µ;:,..,,,;'i . 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/' CONT. GALV. FLASHING PER MANUFACTURI SPECIFICATIOI \ y OVER ROOF ROOF MATERIAL PER SHINGLES W/ 1 ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS, PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT �10pF TYPICAL ROOF TO WALL FLASHING DETAIL METAL DRIP EDGE TO 7q Fysy� BE UNDER y� y NC UNDERLA,YMENT AT ROOF EAVES -9sr o�0/�i�c Nsy °scK R°°F �0 2' S' � N°�M��1C tc9� O,I,To,� 0 & °o s?, � cp°Rss 3R0 cpURs a°Rs' s °�`\ RAKE METAL DRIP EDGE 2179, TO BE OVER Y EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE 7' FIRST STARTER SHINGLE 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 COURSE O USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS CUSED. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. — 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 - APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16" O.S.B. SHEATHING - METAL FLASHING 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1 /2" TO 2" ABOVE ROOF SHEATHING 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 )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. K W ' C r0 00100 0 O JMI��, 0 T N apLLM • 0 0.0n 01Co 3�E Byrom ram ogcro� y� T" ZNL'd' JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&CAM TAMPA • DE gNeM EST. 19" 0 � Z O O m p� 0 CD � Jill 11 o J M } QL � J r • TI TLE • FLASHING DETAILS LECTfRICAL <E*'I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER r.P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET 40= HALF -SWITCHED DUPLEX OUTLET �0 SPECIAL PURPOSE OUTLET =0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH j 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ RECESSED INCANDESCENT LIGHT FIXTURE A LIGHT FIXTURE WITH PULL CHAIN c. TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (D THERMOSTAT O ELECTRIC METER Aw ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) W� ROUGH -IN FOR OPT. CEILING PAN c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING PAN F_ — — — I Y-6"64" A/C 1 13'-6"x3-6" A/C I G J PAD (SEE MECH. PAD (SEE MECH. I I I NOTES- CONTRACTOR CONTRACTOR i FOR Loc.) I I FOR LOC) I, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.I) AS INDICATED L ^ — — J L ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE A/C FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: DISCONK SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS A5V COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SM�ETECTORS. 4. ALL 15A AND 20A WCEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.C.I. PROTECTED (G.F-I) 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.P.PA.10, N.E.C. 2011, FBCR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F056IL-FUEL-51WING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR 30N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. 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/CAM MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY G.C. VERIFY LOCATION OF OUTLET IN LOCATION OF (2) DUPLEX NON WET AREA OUTLETS MICROWAVE OUTLET +14" W/ OPT. GATHERING ROOM / I LANAI FAN / $TD. LIGHT OPT. PAN` \ / LANAI UP TO \ I CHASE TUB PAN/ LIGHT /J \ / WALL MOUNT IN WALL W.P. AT 6-S" RAISED OUTLET CxP.I. CM D my 41- ROUGH-IN FOR OPT. / FM/LIGHT I OWNERS SUITE OWNER'S BATH MAIN DISCONNECT (�� COMBO - SQUARE 1) REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY oI� G.C. VERIFY G.C. VERIFY UNDER CABINET LIGHTING PERSONALIZED HOME TECHNOLOGY � u► . � m r-� "� iii iii PENDANT (VERIFY Lo atloN) M `� I I ca G.C. VERIFY SWITCH FOR DISPOSAL IS I GFJ. IBELOW SINK ,O� IGF.I. AT 48" DINING( KITCHEN GPI AT 32" / � x SD CM HORIz. MAKE-UP LIGHT UrMEN " 111► III DRYER ` DIRECT VENT THRU EXT. WALL 4/0 ALU. CABLE A/C DISC. TYP. M4 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER +'8 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE 50NDED To FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. FOYER \ � PENDANT (VERIFY i < /> V/ HALF �/ ROUGH -IN BATH </ J I�.�GHT STUDY HORIL MAKE-UP LIGHT 2 CAR GARAGE I11 PUSHBUTTON FOR GD. OPENER PORCH r - - - - - - - - - Fl W.P. G.P.I. FOR T116, SERVICE COACH LIGHT ELEC. 200 AMP W.I. .I. PANEL 4811 IRRIG. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES W.I. — — — /COACH AT 48" LIGHT MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT K m Vto o�o 0 JcoN; 100 CO ��� ■= ` N �QIL 0 0 -11 'o 0 -j0 Eu Y w :A J y� `0 oo C(Cn ZNLet • JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL YMAlk, F DPMA W77 81.3.925.1300 TM 813. 925. 1800 FAX W W W.L)AVLSBEWS.CAM TAMPA • nE1V VER- -a EST.1994 F�=— 2582 • TITLE • MAIN FLOOR ELEC. PLAN •4 EET • LECTfRICAL <*T' K)= DUPLEX CONVENIENCE OUTLET j DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ 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 ;Q, RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST PAN iQ. EXHAUST PAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO, COMBO DETECTOR TELEPHONE (OPTIONAL.) ® TELEVISION (OPTIONAL) Q THERMOSTAT I ELECTRIC METER Aw ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <1 ROUGH -IN FOR OPT. CEILING PAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH-N FOR OPT. CEILING PAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.P.I) AS INDICATED 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, SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY MOMS, DINING MOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION MOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AE.C.I. DEVICE AND TAMPER -PROF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (G,FJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.P.PA.10, N.E.C. 2011, P.15L.R - 5TH EDITION (2014), 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 ROM USED FOR SLEEPING PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER ISM 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. MAKE-UP PRE -WINS UPPER FLOOR ELECTRICAL PLAN. 48 GARAGE RIGHT x ro o lQO J ' 0 _j CO E) Y/ G,Mm ■ N aj r N OpU.M 0 0 -n 0 0� �O E > �Y roc, t J m ro^ 10 00 ZN�lot JOB NUMBER 27002.356 • CAD FILE NAME LOT 308 TO ISSUED 11-07-17 REVISED BEWS DAVISD1�VIS BEWS DESIGN .GROUP 150 S'1"A`IE srR.F.�r EAsr OLDSMAR, FIARIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX W W W.DAVLSBEW'aCAM TAM1'A • DE1V VER. �--� EST.1994 � 2582 • TITLE • UPPER FLOOR ELEC. PLAN 1�I—r�II 1 AI-411 FLOOR TRUSSES ROOF TRUSSES FRAMING FA5TENER GAPAGIt"' LEGEND O 51MP5ON MT5M16, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. 12 SIMPSON HIO - (8) 8d X 11/2" (TYP. SYP FRAME) FRAME TO MASONRY) 05IMI-50N METAI8-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 SIMPSON MT512 - (14)10d 11/2' (TYP. SYP FRAME TO FRAME ALL-AROUND) O 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. 14 SIMI-60N L5TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 6IMP50N LTT20B - (10)-10d + 1/2" x 10" A.B )TYP, FRAME TO 15 6IMP50N HT620 - (24)10d 11/2" or (20)10d (TYP. SYP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O5IMP50N HETA20 - (9)-I06 x 11/2" (TYP. 5YP FRAME TO Igo 6IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) ®51MP60N HTT4 - lU 5/5" dla. A.B. + 18-16d BOLT IN 6IMP60N SET 1� (2) 51MP60N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 6YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY KO, FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 5IMP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. SYP FRAME O 51MP50N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA60NRY KO. BLOCK SET IN 6IMP60N SET EPDXY. (TYP 2-PLY M55 HEEL TO MASONRY) (3%50) Ig SIMPSON 6T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) SIMPSON MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/81' (3) SIMPSON PT620 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN 51MP50N SET EPDXY. TO FRAME) ® SIMPSON M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 51MP50N WT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 51MP50N LGT3-5D6 2.5 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN6 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRUSS HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES jIMP50N HTT5 - (1)5/8" DIA, A.B.+ 264d BOLT IN SIMPSON SET FOXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO Z q 6IMP60N HT5MI6 - (8)10d w/ (4)1/421/4 TITEN (TYP. SYP FRAME TO MA50NRY KO. BLOCK SET, (TYP: 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) l0 51MP60N HGT-2 (2 ply member)-(2)3/4" DIA, A.B. + 16-10d EMBED A.B. 25 51MP50N M5TCM40 W/ (14)-16d SINKERS AND (10) " x 2 " TITEN INTO MA50NRY KO. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 26 5IMP50N MSTCM60 W/ (26)-16d SINKERS AND (14)" x 2" TITEN 1151MP60N HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 6IMP50N SET EPDXY, (TYP 5.Y.P. FRAME TO MASONRY) NOTES: 1. TRU56E6 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU65 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 16 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2, CAPACITIES ARE AS PER SIMP50N 6TRONG-TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE, SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU56 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU56 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REG15TERED PROFESSIONAL ENGINEER. TRU55 D 51 N NOTE: ADDITIONAL DELEGATED TRU65 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHEROE: I: ALL ONE STORY MA60NRY TO TRU55 CONNECTIONS TO BE 6IMP50N META20 (AT EAC14TRI�b I / (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRU55 CONNECTIONS TO BE 6IMP50N HETA20 (32" O.C. X.) / l9)10d x 1-1/2" (*$SEE STRUCTURAL SHEETS FOR ADDITIONAL 5TRAPPING REQUIRED*') (UN,O.) 3. ALL FRAME TO TRU66 CONNECTIONS TO BE 51MP50N HIOA W/ (I8)10d x 1-1/2" OR 51MP50N HT520 Wl (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 51MP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M6TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR LEDGERS (THP FOLLOUJING SMALL AF`pLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 51STERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE; UNLE55 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 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 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD - (2) 2x8 PT W/ (4) SIMPSON 50525600 SCREWS AT EA. STUD 06" O.G. MAX.) W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 P7 W/ 5/5" 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/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL, A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER CHIN.). LEDGER G (LG) - (1) 2x8_W/ (4) SIMPSON SD825600 SCREWS AT EA. STUD (ib° O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI(o AT TOP CHORD BEARING AT EA. TRU55 (TYP, UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D HU/HUC28-2 OR HU/HUC28-3 MAY5E USED FOR 2 PLY OR 3 PLY H,ANGEREP TRUSS ATTACHMENT RESPECTIVELY, U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RI C K Y.. r� Uoto0 0 N; cy Y/ p N'(�M ■� N N L 6°�M 6 • 00 :2-03 � 1Y 0 >E 4r-� cy tc0 1� y� c 1� ZNCIF J08NUMBER 27002.356 • CAD FILE NAME LOT 308 TB ISSUED 11-07-17 REMISED 111 111 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813 704,4842 FA 52683 - COA# 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE NITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL Oth EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVL5 THE RIGHT TO MAKE ANY GHANOE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE %6INEER. SEALED FOR 5TRUGTURE ONLY 0 � Z LLJ O CD CD oC m MOO 0 O � 00 oCV01 J CD 2582 • TI TLE • TRUSS STRAPPING PLAN • SHEET • TR 1J.- OU GENERAL NOTES; CEILING COMPONENTS AT ENTRY ,4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL) AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS 5PECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES 5PECIFIED BY THE TRU55 MANUFACTURER 5HALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS SEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RE5PON515ILITY OF: THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUPACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OP RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HA5 NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS e THIS TIME 4 RESERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED POR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RE5PON515LE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRU55E5 TO BE HANDLED e INSTALLED USING MOST RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING 5HALL BE: PER M05T RECENT SCSI RECOMMENDATION5 UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE 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 5UPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS 5PECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ,ANY OTHER PART OR PORTION OF THE PLAN SET. PRECA5T CONCRETE COMPONENTS: • PRE -CAST 8 PRE-5TRE85ED CONCRETE COMPONENTS 5HALL BE USED 4 INSTALLED PER MANUFACTURER'5 5PECIFICATION6. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF C45TCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION 5HOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER, THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RE5PON5I5LE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT 1T HAS BEEN INSTALLED PER MANUFACTURER'5 SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE 5EALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY OR A5 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: •. ALL WALLS 4 KNEE WALLS SURROUNDING 5TAIRWELLS ARE TO BE FRAMED 'a 16" O.G. TO PROTECT FROM FALLING HAZARD. • 1 4 2 5TORY HOM 5 W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOME5 W/ HABITABLE ROOM ABOVE GARAGE; ALL GARAGE CEILING TO BE 5/al'TYPE X' DRYWALL ALL FRAMEGARAGE W�TO BE 1/2 DDRRYWAL • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 60LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/5" STUCCO OVER 15/32" 058, ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES 5HALL BE GALVANIZED STEEL, STAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R905.2.5.1 • SHINGLE UNDERLAYMENT. MIN. 30*'FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 5PEC5 * FBCR 905.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED 5TEEL FLA5HING. FLA5HING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" 5TEEL ANGLE W/ 1/2" DIA, X 5" SIMPSON TITEN HD ANCHORS 6 24'' O.C. W/ 4" LAP ONTO BRICK 5UPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/0" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 6 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHE5 5HALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 ,45 APPL1CA5L.E. • VORTEX ENGINEERING, L.L.G. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR 5UCH AREAS, 8 LIMIT DEFLECTION TO L/600 IN THERE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLA5HINGS, WEE:P5, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEER5 SHALL BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES. 1. CODES 4 FEPEFEENC1=5: U. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF 5TRUCTURAL CONCRETE (ACI 315). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/AGI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403) 1.4. AMERICAN SOCIETY Or CIVIL D&NEE525 MINII` IiUM DESIGN LOADS FOR 5UILDING5 4 OTHER STRUCTURES (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPU LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYUJOCID A65XIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOP LOADING: ROOF SURFACE LIVE: 20 PSF ROOF 5UI;RFACE DEAD: -I PSF FOR SHINGLE OR METAL, 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 P5F HABITABLE ATTICS AND ATTICS SE"D WITH FIXED 5TAIR5: 30 PSF 22. FLOOR LOADING: GENERAL LIVE: 40 P5F GENERAL DEAD: 15 PSF MIN. 5ALCONIE5 AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 50 P5F ROOM OTHER THAN SLEEPING ROOMS LIVEN 40 PSF SLEEPING ROOMS LIVE: 40 PSF 2.3. OTHER LOADING: G 14RDRAIL5 AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE R301.5 SHALL APPLY FOR FLOORING FIN15H MATERIALS HEAVIER THAN 8 PSP AT ELEVATED FLOORS, CONTACT ENGINEER FOR REECCMMENDATION5 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. 501l_- 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF 45 PER TABLE R401.4.1 3.2. THE FOUNDATION 5Y5TEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE 501L BEARING PRESSURE OF 2000 P6F, 3.3. IT 15 THE CONTRACTOR'S RE59ONSI5ILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4, CONCRETE: 4.1. OPERATION INSTALLATION 8 PROCEDURE TO COMPLY WITH ACI 5TANDARD6. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 25CO psi @ 28 DAYS (UN-O.). 4.3. REINFOR�,-EMENT RE15ARR5 ASTM 4615 GRADE 60 (UXO.) 4.4. WELD WIRE FABRIC (UUI,F A51'M A185) or FIBER MESH PER A5TM C1116 TYPE III 4.13, USE 0.1% BY VOLUME MINIMUM (1.5 L56 / CU YD) 4.5. LAP 5PLICE5 4 HOOK5 SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 8 MATERIALS 54ALL COLOR" I TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530YA5CE 6/TM5 602)," PUBLISHED BY THE MA50NRY SOCIETY, BOULDER COLORRADO- THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 8 THE AMERICAN SOCIETY OP CIVIL ENGINEERS, IE5TON, VIR;r.;INIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OP THESE CONTRACT DOCUMENTS 5.2, GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TE5TINi OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER: FOR THIS PROJECT. 5.2.2. C019;P E551 VE STRENGTH REQUIREMENT 15 f'm =1500 P5. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH 15 THE ALLOWABLE 5TRE-65 METHOD. 5.2.4, UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 16 NOT APPLICABLE 5.2.6. GR LUT SHALL COMPLY WITH ASTM C416. GR�;)UT SHALL BE 3000 951 U.N.O. 4 HAVE A SLUMP RANGE OF 8"-11", 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 532, MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN, CONCRETE MASONRY UNIT. 5.33. IREINPORCEMENT, R-StiRESSED TENDONS, e METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3A WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3b. COATING FOR CORROSION PROTECTION 15 NOT AP=LICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.33. 9RE-5TRE551NG ANCHORAGE, COUPLER5, 4 END 5LOCK5 ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTEL5 TO BE BY CAST-CRRETE UNLE55 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.42. ACCESSORIES ARE NOT APPLICABLE. 5.43. 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, MASONRY CONTROL JOINTS 5HOULD BE INSTALLED IN THE LOCATIONS SPOW'N ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OP 1715 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTERATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/6 )', AND 'MICHIGAN CONTROL JOINT'.. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 646, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, 5EA50NED, k FREE FROM WARP. 6.3. FRAMING WALLS 8 COLUMNS 6.3.1. MINIMUM Cr- 3 PLY 2x 5TUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLE55 NOTED OTHEI;;ZJ SE. 6.32. NOT USED (0.33. NOT USED 63A. ALL TRU55 BRACING LUMBER SHALL BE 5.Y.P. 02 OR BETTER 6.3B. INTERIOR LOAD 5EARIW-3 (IF APPLICABLE) WALLS STUDS TO BE SPACED 6 16" O.C. 4 SHALL BE 5.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING S.Y.P. GENTS, 12 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 63.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER 6-0 6 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALL5 s 4'-0 O.C. AS 51-101N IN DRAWINGS, 63.9. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 4 5HALL 15E FASTENED PER P/53. BOTTOM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 500V TO BE CONTINUOUS THRU TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. FFf=5SURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-511 e BARE THE AMERICAN WOOD 9RE5ERvE5 INSTITUTE EQUALITY MAW LP-2. 6.6. ALL SHEATHING TO BE 5PAN RATED FOR AFFROPRIATE APPLICATION. ALL ROOF 5I-EATHING TO INSTALLED WITH PLY CLIP5 (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING 6U9PORRTED OVER 24'' MAX. SPAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24'' MAX SPAN. 6.62. WALL: 1/16" MIN. THICK SUPPORTED OVER 24'' MAX 5PAI, 6.6.3, FLOOR. CARET, VINYL, WOOD, ETC., 3/4'' MIN. TONGUE d GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURER5 RECOMMENDATIONS. 6.1. ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZER 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 5UPPLIED BY 6IMF60N STRONG TIE GO., U5P, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS 9;E5CRI5ED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER SCSI RECOMMENDATIONS k SHALL BE UTILIZED AS THE PER'14NENT BRACING FOR THE ROC= SYSTEM (UXO.) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRICTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE 51DE WITH NAILING PATTERN PER 10752, ATTACH TO SLAB WITH 1/2'' DIA. x 10'' AB, 6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 s 24" O.C. MAX TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT616 OR TO BLOGKIN 6 ABOVE 's 24" D.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE-IN5PECTION B TREATMENT CONTRACT RENEWAL SHALL 5E PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE e LEAST 1'-0" FROM BUILDING 51DEWALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEUJALLS. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING 501L APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHOD5 LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL SE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES 4 LAW5 OF THE FLORIDA DEPARTMENT OP AGRICULTURE 4 CONSUMER 6ERVICE5." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. 5HALL BE BURIED WITHIN 15'- 0" OF AN-T- BUILDING OR PROPOSED BUILDING SPECIFICATION FOR 5UGK ATTAGH� TENT SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING 5HALL APPLY UNA.) FOLLOWING P Y ..O. • IF Ix - ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE MASONRY/WOOD FRAMING, IF 2x - ATTACH TO 2x SHALL HAVE A MINIMUM EMBEDMENT OF 5" B CK. • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY • 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" ANCHORS e 12" D.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA A B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL LIMITATIONS (THE FOLLOWING AL2�PLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF I. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. HEID DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 ING GOOF, RESIDENTIAL 5tH ED., AND IS NOT [ARND/OR DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE ONSIBLE FOR THE DESIGN'5 ARCHITECTURAL DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE DRAFTING CRITERIA RE. - DIMENSIONS, NOTATION TD USE SAME. ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN 15 THE RESPONSIBILITY E DESIGNER, 5PECIFiCATION FOR LANDINGS 4 STAIR CONSTRICTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC DANGER. • STRINGERS RUNNING PARALLEL TO 8 SUPPORTED BY A WALL SHALL BE ATTACHED: •• 6 MASONRY/GONG, WITH 4" DIA X 3" TAPCONS AT 8" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• 6 WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• 6 CONC. W/ 4" DIA. X 3" TAPCONS -s 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN, 6 IV O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X321" R.S. END NAIL -SAT EACH LANDING JOIST, e (2) 0.131 X 321" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X321" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• 4" X 3" TAPCON5 Q 8" O.C. STAGGERED 'a MASONRY/CONCRETE ATTACHMENT. •• ATTACH J015TS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTTERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014)." ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SOFT + 28.8/-117.9 PSF @ 20 SOFT +26.7/--109.8PSF @ 50 SOFT + 22.5 /-100.1 PSF @ 100 SOFT + 20.4/- 92.4 PSF WALL @ 10 SOFT + 50.0/- 67.0 PSF @ 20 SOFT + 46.6 /- 62.7 PSF @ 50 SOFT + 44.9 /- 57.2 PSF @ 100 SOFT + 42.4/- 55.5 PSF @ 500 SOFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6 /- 49.7 PSF 10' WIDTH + 43.9 /- 49.2 PSF 12' WIDTH + 43.2/- 48.6 PSF 16'+ WIDTH +42.2/-47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI50REPANCIE5 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, RE6AR5>LE5S 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 '•. O. •• Uj • •.V c) 2% knll Q¢ O uUo'� w4 �0,Z1 Z� v F <> Ep w F_ �<W yj �w rs) LL-'J O i--4 Vd �N LJ i <�-- 0 mom MMM m AD DATE 08-3047 SCALE N07*E0 DRAWN JOB - Sheet content: 5truCtural Notes Sheet number: N1 141-30 FLOOR ' TRU55 BRG.. SEE PLAN HATCHING G INTERIOR LOAD BEARING WALL (W/O UPLIFT) 1/2" pIA. x 6" TITEN HD IV 4S"� O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIONS) 12 1'P.) SEE ELEv. PRE- ENGINEERED WOOD TRUSSES 'm 24" 0/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) 51MF50N 6P2 e OA.STUD ---`' 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE 112X11 FASTENING S.P.F. TOP PLATE 2X4 PT STUDS 6 16" O.C. OR CRICKET AS, (1)2X4 Pt STUD 'S 24" O.C. UNDER COMMON TRUSS W/(2) REQUIRED 2X4FT 5TUD6 UNDER HIP CARRIER/GIRDER TRUSS --_ SIMP50N 5Pl 6 EA. STUD ; ,.:. MAIN SPAN ROOF TRU55 2x4 FT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 2411 D.C. UPLIFT CONNECTOR (SEE SCHEDULE) 51MP50N META20 EA.5TUD •M: MOISTURE BARRIER 81'X8"X16" K.O. BLOCK WA 05 CON . (1)5 VERT. IN CONC.FILLED CELL PILLED W/2500 PSI GROUT W/ 5T17) 90a HOOK IN KO BLOCK HATCHING LEGEND NOTE: At 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF T INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail INTO DBAILS BEARING WALL (W/ CONNECTORS ORS IN 2xa WALLS LIEPOP U IFt) S-1 SCALE: NTS 4�\ / A'..A d q \ d° , ,• a .. II I.�II a A A. //A\ • .9 t44 A. A4 ° (\ Al.A / •4a2 _1/2 A A l A '� .eI °I A .. 41 3-12 4 d`' dr, 4° I/. A,a A ' AA °4 / a.° LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMMENT, 4 HOOKED REINFORCING 5TEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 1' 11D11 03 17 g11 4111B41 �11 2 1/4" 4 14 9 V4 IS 04 2 1/2 5 5/8 a 1/2 20 3" 5 5/6 12 1/2 24 "5 3 1/6 `1 II 3/4 25 3 3/4" 1 15 1/2 30 "6 3 3/4 8 '1/16 14 30 4 1/2" 8 1/16 18 1/2 36 *� 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 08 - - - - 8" 11.25 24 3/4 48 "9 - - - - S11 12b6 28 54 010 - - - 1011 14.06 31 60 "11 - - II11 15.46 341/4 66 TOP PLATE O PL 5PH4 CONNECTORS SHOWN, TRUSS BRG. FOR WALLS LARGER THAN Rebar Lap, Embedment & Hook Schedule SEE PLAN 2x8, USE SIMPSON 5P15 ON EACH SIDE OF STUD TO 11 J11 BOLT W/ NUT 4 WASHER (REFER TO I S SCALE: NTS NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION REGARDLESS OF HATCHING 5P2'S ON EACH SIDE OF 05 VERT. WALL IN5TRUCTION5 FOR 5PACING 4 SIZE) NOTE: STUD BEARING WALL SHOWN ON FASTEN EA, 5TUD t0 TOP PLATE w/ STUD TO TOP PLATES. U.N.O." REINF. GROUT CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR "AT 2x6 WALLS USE 5PH6 (SEE PLAN FOR SIZE) SYP 2x4 MIN. PLANS, WALLS THAT SUPPORT 51MP50N 5PH4 w/ 12-106 NAILS SEE TRU55 SHEET FOR d NOTE (SEE TRU55 SHEET CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. - 5TUD5 6 16" O/C ROOF TRUSSES EITHER ADDITIONAL STRAPPING e COLUMNS e 4 "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) — AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF DIRECTLY OR INDIRECTLY GARAGE TO STUD BEARING WALL (SEE SPECIFICATIONS, JAMB SHALL BE 2x6 MIN. 4 SHALL BE ATTACHED TO THE _--- -- DBL. TOP PLATE (U SIMPSON 6PH4 W/(12) 106 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 6 GARAGE TO ,HOUSE ARE TO BE BUILT ASRACK/BRACKET HOUSE WALLS, INSULATE PER PLAN FOR SIZE) SYP 2x4 MIN. 5TUD5 6 16 O/C MA50NRY/CONCRETE w/ 1/2" pIA, x 8" A.B. AT 24'' O.C. STARTING e" MAX. 1/2 GYP. BOARD COMMON NAILS EA. STUD 2x8, USE SIMPSON SPI'S ON EACH SIDE OF SCUD TO WALLS, BEARING WALL CALC5/5PEC5 1/2 pIA. x 8 TITEN HD S 24 FROM THE SLAB, USE 2" DIA. WA5WER5 I/2" GYP. BOARD BOTTOM PLATE 4 51MP50N INSULATE PER CALCS/SPECS W/UPLIFT O.C. FOR A MAX. UPLIFT OF 1500 L55. ON EACH TRUSS FASTEN PER MANUF. SPECS. MIN, AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 01 STUDS e 16"O.C. 5Pu'5 ON EACH 51DE OF D O OP PLACES. (1) 51MP50N 5PH4 w/ 12-106 NAILS EA. STUD (STRAP NEEDED ONLY (SEE FOUNDATION PLAN OR TRUSS PAGE FOR LOCATION OR EXCEPTIONS) G Garage MANUFACTURER. THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE OOR M4NLI=ACTU SHALL SECURE PLATE W/ 10'' 1/2" pIA "J" BOLTS 4 WASHERS -S 2'-0" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALC5./5PEC5. U.N.O." D R R (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S-1 SCALE: NTS CONTROL UNO" WALL THICKNESS) CENT 2X PT SOLE PLATE 01-011 AA. atl i FOOTING SEE A. ° 1 I III I FOUNDATION PLAN FOR SIZES 4 MORE INFO. SHINGLE /TILE ROOF -SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE AS 12 PER MANUFACTURERS SPECIFICATIONS. (tYP) SEE CONTRACTOR TO PROVIDE MANUF. � ELEV. DOCUMENTATION TO IN5PECTOR �m TIME OF INSPECTION. IF SHINGLE IS USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.2.1. E: REGARDLESS OF ANY OTHER NOTE, ALL LUMBER TO BE *1 OR BETTER 10I , Z, 1/2'' GYP. BD. CEILING TYP. SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION Ix2 Pt NAILER 1/2" DRYWALL VERT. WALL REINF. EMBED ACI 5TD. HOOK IN BOND BM. 15 BAR CURTAIN NAILER Pt lx4 @ WINDOWS 4 S.G.D. WINDOW W/ SCREEN (WHERE APPLICABLE) Ix2 PT FIR STRIP 6 24" O.G. Ix4 FT BASE NAILER 4"CONG, SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. /-;-"Tvpical Ext. Masonry Wall Section K (1) SIMPSON 5PH4 WK12) I06 D8L SYP TOP PLATE ° ' ° FOOTING SEE FOR WOOD FRAME WALL t0 4"CONC. SLAB. SEE FOUND. PLAN FOR COMMON NAILS EA. STUD _` _I FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. =III=III— FOR 51ZE5, 4 MORE OCCUR A LINTEL USE 1/2'' x 6" 5P4 TOP EL V 0'-0" TOP OF SLAB INFO. THREADED ROD SET IN , , — Load Brng Interior Stud Part. Detail 5IMF50N SET EPDXY. 2 X 5.Y.P. STUDS 6 16" O.G. - U.N.O. •: M' ' SEE FOUND. PLAN SCALE: NTS With Uplift w FOOTING SEE LOAD BEARING OR N FOUNDATION PLAN FOR r :• ':'- 51ZE5 #MORE INFO. , ''•":: "::. ,.: CLEAN 4 COMPACTED SOIL. EXTERIOR WALL " 2 X STUD (13 �% MODIFIED PROCTOR PER ASTM D1551) PRE ENGINEERED WD � • TRUSS 6 24" O.C. 8" C. M. U. Garage Wall Section Brng Wall 10" x 1/211 DIA IIJ" R-38 INSULATION OR PER ENERGY CALC5, 5OLT5 4 WASHERS 8 a 1" X P.T.5TUD S1 W/ Uplift SCALE: NTS 2'-0" O.C. (MAX)t 05 VERT, IN FILLED META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" PIA x 6° FLOOR BRNG WALL TITEN HD TRU55 (4) 106 NAILS ELEVATION VARIES <' BRG INTO DBL :•, TOP OF MASONRY TITEN HD 48II O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FASCIA LE55 THAN 5'-0" WALL 15 INTERIOR DBL, TOP PLATE---'"`—� FROM PROPERTY LINE TO BRNG WITHOUT COMPLY WITH FBCR 302.1. SEE ELEVATION PAGES FOR UPLIFT. 24" O.C. IF ' • 1/2" GYP. BOARD 50PFIT/FA5CIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD VARIES SEE ROOF PLAN GRADE DIA• J BOLTS 4 WASHERS e 4'-011 O.G. 8"x8" K.O. CMU BOND BM. w/ I - #5 BAR (U 51MP50N SPH4 ° Q p' Q° "' ° e ,, Q ° — — — (MAX.) AAL.)(REFERCENTERED ON 4 2X S.Y.P. "I STUDS 16 "O.C. CONT. (MIN LAP = 25') GROUT CELLS a °. Q ° ° o TYP. Q. a' — — — — FLR PLN FOR WALL 50LID - VERIFY W/ FLOOR PLAN. ° °' Q °' °' d ° " - THICKNESS) INSULATION OR PER ENERGY ° A ° ' _ GALGS./5PEC5. 8"x8" PRECAST CONCRETE LINTEL -s OPENINGS FLR PLN °. ' °s ° Q ' °° , ' ' ' — -- _ CENT. 2X PT SOLE PLATE FOR LINTEL SCHODULI FOOTING SEE ° a ° ° °' ,° .:. FOUNDATION PLAN FOR —_ = I— -- I 4"CONC. 5LAB. SEEFOUND. PRECAST GONG SILL _ _ _ SIZES 4 MORE INFO. — _ _ _ _ = —i ; INFO, I ELkV 0 - Oil TOP OF SLAB #5 BAR VERT. WALL REINF. CONT. ' III 1 i I III —I � I---•—� � �---� I I— III NOTE: ,..s'.. ,•. ', . , ' : '.' . ' . '.: ' •" :';,' • ::;'•'::'.:��':: • "':'..:'. < > ;' TO BOND BEAM. EMBED ACI 5TD. ° 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU DP 5PH4 CONNECTORS SHOWN. At 2x8 WALLS HOOK 6 IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE .: SEE FOUND, PLAN CELLS SOLID, 2x8, USE 51MP50N 5FI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'5 ON FOUNDATION PLAN ' " EACH 51DE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE •' 8 xl6 C.M.U. PER A (7YP.) INFO. •; CLEAN 4 COMPACTED SOIL. P.S.I. PM=1900 (MIN.) W/ W1 TYPE YPE M OR (95°r, MODIFIED PROCTOR PER A5TM 01551) 5 MORTAR FER AStM G-2-10 --INSUL, PER CALC5, 4 SPECS ELEV 0'-0" TOP OP SLAB A 5/S" CEMENTITIOU5 PIN15H PER FBCR 103.6 SCALE: NTS CMU WALL-5EE PRE -FORMED CONTROL JOINT PLAN 4. SCHEDULE CAULKED JOINT W/ 3/8" VORTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail S SCALE: N.T.S. NOTE.: SEE N-I FOR ADDITIONAL /ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK MISSING ANCHOR BOLTS At BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS 5PACED A MAXIMUM OF 2411 O.G. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 45" O.C. IF RES15TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.G. IF RE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS K Garage Wall Section Brng Wall S-1 W/o //O Uplift SCALE: NTS 1/2" GYP.2X STUDS Qlow BOARD 2411O.C. SECURE PLATE W/ H1LT1 CF62 POWDER INSULATION OR ACTUATED PINS 6 PER ENERGY 48" O.C. OR EQUAL CALC5./SPEC5. CONT, 2X PT 50LE 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. Ll EL V 0'-011 TOP OF SLAB A • . "' w ., 5EE FOUND. PLAN V/ A FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM 01551) M Garage Wall Section Non-Brn . S 1 SCALE: NTS K.O. CMU BOND BEAM S BAR VERTICAL WALL REINF. GROUT CELL5 50LIp SEE PLAN FOR LOCATIONS 'S DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI J, 0'-0" FINISHED • " FLOOR 5TD. HOOK ra IN " FOOTING ` ra•FOOTING SEE FOUNDATION ,a •:.,b. 1.,� i • r, .. a.. 4. . ° PLAN FOR SIZES 4 MORE INFO, L Masonry Wall Reinforced Cell Detail S.1 SCALE: NTS � r. A, EMBED ACI r STD. NOOK IN BOND BM. Sx8 <O. CUM BOND BEAM w/ I- S BAR CONT. PRE-ENGINEERED LONG. LINTEL w/ 1- 05 BAR CONT. 05 BAR VERTICAL WALL REINF. GROUT CELLS 50LID SEE PLAN FOR LOCATIONS - —"5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT 5TD. HOOK IN FOOTING U, 0'-0" FINISHED .. FLOOR 'A•, ra .•' !. A.' �" ' '.:", ' ': • ` '' FOOTING SEE FOUNDATION PLAN ^'. . ' FOR SIZES MORE INFO. L.•4YY 4 '• (a f a' YY a ya. A. N Masonry Column @ Lanai/Entry Detail $ SCALE: NTS S BAR TRANSITION STEEL ACI 5TD. w KO CMU BOND .' 'r• ,r HOOK (TYP) lL. I •4 I }I 1 BEAM WALL REINF. S BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) ---- CELL To BE FULI. GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIF BEAM ABOVE WITH MINIMUM EMBEDMENT OF s USE 51MP50N SE" HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDP' 5" SIMPSON SET EPDXY EX15TING MA5ONf BOND BEAM OR 5LAB P Masonry Transition Detail SCALE: NTS Ot •MISSING DOWELS: WHERE FOOTING DOWELS ARE PACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 15 BAR. INSTALL IN 5LA5 W/ 5" MINIMUM EMBEDMENT, USE 51MFSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRUSS ANCHORS: TRU55E5 WHICH ARE PLACEDSUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE 51MP6ON HT5MI(o, MAX. CAP 15 1115 *. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-, SCALE: NTS TOP TIE BEAM '5 VERT. CORNER CELL FILLED W/ a)I -i1 11111 1 V CONCRETE L 05 LAP I CONT. *5 25" LAP R Corner Continuity Detail � SCALE: NTS I4 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO EN6INEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES, TO THESE PLANS, REGARDLESS OF HOW MINOR, AITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN(5, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITI6ATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY O 1fT•• "6. uvw J F+- rY. ,Vi • 0 I •••• N 1 /�rettrs z � O w¢ oo� L z— _� o' a�°j <Q o�w�u,o �n a C, o r1 LIP u { LU 4p?L�-J4 Q ZZ s R�. llLl1 w <. CK �-� o I- Ll NNW m DATE 08-3m-17 SCALE NO7)50 DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 51 SEE TRUSS SHEET FOR 5TRAPPiNG--- FASTEN EA. STUD TO TOP PLATE w/ SIMPSON 5P2 w/ (12) NAILS FULL DEPTH BLOCKING PANEL EDGES w/ (3) 16d TOENAILS EA. END SIMPSON SPI w/ 10-10d NAILS EA\ STUD FOR 5TUD5 BELOW HDR. (2) SIMPSON SP4 w/ 6-10dx1 1/2 NAILS EA. STUD INSTALL 1/2" X 6", THREADED ROD IN 51MP50N SET EPDXY 12'-0'' O.C. (MAX) CENTERED ON WALL. CMU WALL - B Structural Kneewall FLOOR PLAN $ 2 SCALE: NTS MORE INFO.. SIMPSON MT518 EACH TRU55 DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING SIMPSON L5TA12 a EACH WITH 4-16D COM STUD OR EQUIV. TOENAILS e EACH END ROOF TRU55 BY ROOF TRU55 MANUF. TYP. LOAD BEARING WALL CON5T. 2"x4" 6 16" O.C. (SING BOTT. PLT., DOUBLE TOP PL Dormer Knee Wall Attachment Detail 2x8 LEDGER W/ 2x6 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAILS a PLYWOOD O R.S. NAILS EACH STUDS EXTEND PAST EACH STUDS FLOOR TRU55E5 HANG)=R t0 PRE-ENG. WOOD BE SIMPSON [FLOOR TRUSSES LU5, L5U, HANGER TO OR L55U PRE-ENG. BE 51MP50N PRE-ENGINEERED MIN. WOOD ROOF LUS, L5U, OR WOOD ROOF TRU55E5 LSSU MIN, TRUSSES INTERIOR AREA PLYWOOD TO 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5. INTERIOR TO EXTEND O BOTTOM OF WALL NAILS 6 EACH AREA FLOOR TRU55 (FIELD VERIFY 2x8 LEDGER W/ WITH TRU55 4-0.131 x 3 1/2" R.S. NAILS LAYOUT EACH 5TUDS LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRUSS T ical Ledger Detail G S-2 SCALE: NTS SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR 5TRAPPING FOR STRAPPING r• • •am eife "m 1:1 1:1 ►1 I1►1�1�I�1�i�Z���Z�1��� . - , W� ►i�K�l�N SEE OG. R MORE INFO 2x 6TUD6 PA H Q 16" O.G. 'j. . I - SEE � 2X PT FOR BOTTOM PLATE - 2X BEARING WALL W/ STUDS e 16" O.C. PRE -ENGINEERS 7/16 APA RATED �- WOOD SHEATHING FLOOR TRU55 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS 6 EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS U� SIMPSON C516 EA. STUD TO BASE OF 2X4 .' RIBBON BELOW HETA2SIMP50 HETA2O :;:.;'. REFER TO TYPICAL 2-5TORY WALL "' SECTION FOR INFORMATION NOT CMU WALL--ISHOWN rP�Cantilevered Floor Truss Over Wall $-2 % SCALE: NTS 2X4 RAT RUN BRACING -m 4, O.C. ON TOP C BOTT. CHORD FOR 4 TRUSS 5PAN5 ATTACHED W/ 3-0.131 x 3 1/2' R.S.. EA, TR. JOINT MA50NRY W 2X4 CROSS BRACING a 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 5PAN5 WOOD TRUSSES 2X4 BLOCKING a--� 24'' O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA, 1/2" HIGH STRENGTH OR 5/8" GYP. -ZETA 12 6 24"O.0 ?x FRAME WALL Ext. Wall Con. @ Non -Load Brng. Location SCALE: NTS 5PH6 CONNECTORS ROOF TRUSS. 2X 16" O.C. IN LIEU OF 5PH4 e CONNECTORS 2x BOtt. PLATE SHOWN, AT 2x8 CONT. WALLS USE SPHS '.—"�—�,� .. CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS 16d 6" O.G. LARGER THAN 2x8, USE SIMPSON 5PI'5 ON EACH SIDE OF POCKET STUD TO BOTTOM 5LIDING PLATE 4 51MP50N DOOR. 5P2'5 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. PAVERS OR 4" CONC. 1/4"X 3 1/2" --� MASONRY SCREW - 6" O.C. 0.131 3 1/2 CONCRETE x 4" O.C. LINTEL. SEE FLOOR PLAN POCKET FOR MORE INFO. SLIDING DOOR, 4"GONG. SLAB. SEE FOUND. PLAN PAVERS OR 4' CONC. a SLAB RE -ENGINEERED ROOF TRUSS. PRECAST CONCRETE INTEL. SEE :LOOK PLAN :OR MORE INFO. NOTE: TYPICAL At ALL LOAD BEARING 5YP. COMPONENTS, 01 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." — 4"GONG. SLAB. SEE FOUND. PLAN e e 1TIT -ENGINEERED FLOOR TRUSS H CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail I $-2 SCALE: NTS $ 2 SCALE: NTS SEE FLR PLN FOR HDR. SIZE NOTE: FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d AT 2x WALLS THAT ARE WIDER THAN 2x4 4 WHERE THE HEADER 15 NOT FULL 5'-O" (1) SIMPSON CSI6 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD M6TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING Q 16" O.C. RIPPED DOWN �IMP50N HT516 CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF STUDS) (U.N.0) THE SPH CONNECTORS ABOVE THE TYP. LOAD HEADER 4 FOR THE PROPER BEARING WALL INSTALLATION OF THE CRIPPLE W/UPLIFT STRAPPING. AT 2x6 WALLS USE 6PH6 IN FOR ROUGH OPENINGS OVER - LIEU OF SPH4, AT 2x8 WALLS USE SPHS 5'-O" USE (2) SIMP50N C516 IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) --'- SIMPSON C516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING "2x " KING STUD w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. U.N.O." SPECIFICATION FOR KINGS 4 GRIPpLES WHEN NECESSARY TO MAINTAIN PROPER (THE FOLLOWING 5 ACCAPPLY U.N2) CLEARANCES FOR THE WINDOW/DOOR 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (I) WITHIN AN OPENING, IT IS ACCEPTABLE UPSET THE HEADER SUCH THAT ONE BRACING 9 45" CRIPPLE 4 (1) KING 15 REQUIRED ON O FASTEN WALL OR BOTH OF THE TOP PLATES IS O.G. ON TOP OF BOtt. EACH SIDE OF THE HEADER. • AT OPENINGS 3'-6" TO 5'-2" IN ELIMINATED TO MAINTAIN THE FULL SHEATHING • 3" DEPTH HEADER SPECIFIED IN THE PLAN O.C. ALL AROUND CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH BIDE OF THE SET. IT 15 NOT ACCEPTABLE TO OPENING SU55TITUTE A LE55ER DEPTH HEADER TRU55 5PAN5 HEADER, WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE IS 2-1(od im EA. IN WIDTH, 12) CRIPPLES 4 12) KINGS ELIMINATED THE 5PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT THE HEADER, NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. HEADER, 51MP50N A34 (ON SECOND FL O F R U H CONNECTOR OPENINGS UNDER 5'-0" ONLY (1) 51MP60N W/4-66 X 1 1/2" (ON CONC. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR 5Y5. TO BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON BET 4 4-8d X 1 1/2" EPDXY 4 (18) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS OVER V-0" ONLY (1) 51MP50N HTT4 W/ (1)S S' ALL THREAD BET IN WALLS WITH NO UPLIFT, ROD STRAPPING MAY BE z SIMPSON SET EPDXY 4 (15) 16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM6O IF FILLED CELL OCCURS BELOW T Detail .Header $-2 SCALE: NTS SIMPSON A35 ANGI W/ 12-8dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS 51MP50N 5PH4--\ EA. STUD PRE-ENGINEERED - FLOOR J015T REFER TO TYPICAL 2-67`01R WALL SECTION FOR INFORMATION NOT SHOWN 1/16 APA RATED WOOD SHEATHING PRE -ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 ID 12" O.C. WITH MAX. 6" FROM END OF MEMBER 'S MA5 OPENINGS, 2X MEMBERS ATTACHED-- W/51MP5ON 435 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH CEILING BOARD PER ARCH. PLANS BUCK TO CMU/ WOOD FRAMING. IF 2X THEN IV ATTACH TO 2X BUCK: HT516 W/ 16-106 2X4 BLOCKING w/ NOTE: EA. TRU55 TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE SPH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRUSS PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 C IN LIEU OF IF 2X ATTACH t0 CMU. Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN w/ 1/4"x 3" TAPCONS 12" O.C. W/MAX. 6"ONNECTORS K S-2 2x8, USE SIMPSON SPl'S ON FROM END OF BUCK. (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF 5TUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 6IMP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATE5. U.N.O." 2x8 PT VERTICAL (ASV.) -8 WALL TO BE ATTACHED F I— f i L L L J I— 51MP5ON A35 a ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 5IMP5ON A35, KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 'S TOP/51DE5 OF ARCM OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS -8 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 6 EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT, WITH 1/2" ANCHOR BOLT 1@ 24" O.C. TYP, Ix4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH General Irregular Window Attachment 1/4" x 2-1/4" TAPCON a 12'' O.C. OR PER MANUFACT. M SPEC5. S-2 CMU WALL BELOW SIMPSON C516 CORNER 6 16" O.C. HORIZONTALLY WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS o EA. 5 NAIL PECS 5H C. YNon-Brng. Mitered Glass Framing Detail $-2 j SCALE: NTS ''J'' E501_ I IREFLACE-1-1ENT C' AfR I : • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVER5E 15 NOT APPLICABLE. F=OR FRAME TO SLAB APPLICATION ONLY, • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. 5U55TITUTION OF "J" BOLTS WITH EXPAN51ON BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTION5 MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMP50N SET EPDXY 1/2" x 6" 1/2" x 6" 1/2" x 5" EMBED II/2" x 8" 1/2" x 8" 1/2'' x 5" EMBED 5/6" x 6" 5/0" x 6" 5/8" x 5" EMBED 5/8" x 8° 5/8" x 8" 5/8" x 5" EMBED 2X BUCKS ATTACHED W/- 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5. OPENINGS. 2X MEMBERS ATTACHED— W/51MPSON A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. SIMPSON A35------� NAILED TO 2X OR SM5 TO MULLION BY MANUFACTURER, IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING, IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 @ 12" O.C. W/MAX. 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) EDGES (SEAMS SHEATH BLOCKI FOR WA; PANEL SHEATH FOR RO TONGUE GROOVI FLOOR° SCALE: NTS F f F X r L J U J J SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS t0 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP60N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 'a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK tv EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 t0 HAVE MIN, 1-1/4" EMBEDMENT, —SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)IOd NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. --IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 6 EACH END. ularity Width Less Than Window Width Attac 7YFICAL NAILING SCH 1DUBE HIGH WIND NAIL 5H ATHING BOUNDARY E GEFIELD " R.5, RING SHANK VA" 4" 20 1 6" " COMMON COMMON 1/16" 3" 4" 6" FLOOR COMMON 3/4" TG. 6" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING t0 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING t0 MEM5ER5 FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. vent SCALE: NTS UNDARY LING FOR , DASHED ICATES DLPLATE OF 3LE END 155 TOP �RD JNDARY UNDARY LING FOR =RHANG =RIGGER '� O.C. FA5CIA OR L PLATE iNDARY RIMETER OF PHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED -S RIDGE OR HIP. 11) 12" OR LE66 USE LUMBER ONLY BLOCKING 2"x4" FLATW16E OR EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE R102.3.5 IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR AS PER MANUFACTURER'S SPECIFICATIONS IF MORE STRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLANS SET. o Typical Nailing Schedules Floor, Roof, Wall S 2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES � TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING; 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 Illtl r - ; w �. z : .. 0 �//1111 z�Qp� Z O oo o '.4L � a Z Q 'z . - f� o v tFN�N�lQlnn N LLI��II T d �o-�°, c(l kn O mmm A i Z I DATE m8-3P�-17 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 52 OVERLAP TRUSS BRACING I III M1II INI I k4/ Y/,1/I n i I/i . iMi I � 11 1 PER JOINT BRACING A Truss Bracing Overlap Detail S 3 SCALE:NTS DBL TOP PLATE WALL SHEATHING NAILED PER 'O'/5-2 2x4 WD CONST.� 1611 O.C. 2x6 SOLE PLATE- CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD SCREWS a 411 SEE FLOOR PLAN FOR LENGTH 4 WIDTH FASTEN CAP TO CHASE w/ /--0.131 x 3 1/21' R,5, NAILS 6 12'' O.C, ALL-AROUND DBL 2X4 PLATE CONT. 0 -a 8'-O" (MAX.) U_ W/ SIMPSON > HT520 6 32" O.C. OR C516 u�t TO ALIGNING w .. STUDS BELOW CS 16 TOP - CHORD TO CHIMNEY CORNER LASHING ALL-AROUND SADDLE c- ROOF ELEMENT O.G, ALL-AROUND L—TOP CHORD ENG. TRUSSES 24: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0,131 x 3 1/21' NAILS EACH END B Fireplace Chase Detail $-$ SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. 1'-0" tIAX APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR PRE-ENGINEERED TRU55ES 6 24" 57< O.C. 0 BEE DETAIL A ON THIS SHEET (TYP) OUTRIGGER - v I (1) 5IMP50N 2X4 BLOCKING 1/21' CEILING GYP BD W/ L5TAI2 STRAP '�. ATTACHED W/ (2) 5d COOLER NAILS T" 48" O.C. 0.131 x 3 1/211 R.S. O,C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 HETA 20 -s 4811 O.C. END, UNO. BAY OR 8 ft PROM \_ MASONRY WALL) ATTACHED TO BOTTOM CHORD OF I/2 GYP BD PLAT OR CATHEDRAL GABLE ,.�. NOTE: CROSS BRACING 4 8" MASONRY WALL ALL BLOCKING TO BE WIN) 05 REBAR CONT. IN KNOCKOUT COURSE REPEATED 45" O.C. TYP. able Section For Gable Less Than SCALE:NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (I) SIMPSON L5TA12 STRAP 48" O.C. (I) 5IMP50N LTAI —' 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 6" MASONRY WALL- LUKI) 05 REBAR CONT, IN KNOCKOUT COURSE 4 13Ar ORi B'-O" MIN. LTRU55 \-2x4 BLOCKING i(l) 51MP5CN L5TA12 1/2" CEILING GYP BD W/ 56 BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 1" 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 S ft FROM EACH END, 6 (0" O.C. MASONRY WALL) UNO. CONTINUOUS �1/2" GYP BD NOTE: CRO55 BRACING 4 ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48'' O.C. TYP. )Expanded Blocking Information Diagram SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. 2x4 IITII BRACE1 PREFAB ROOF OR LSTAI2 TRUSSES 2411 O.C. \\\ PRE-ENG WOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH 51DE 2x4 COLLAR TIE MID -HEIGHT RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAY5 4 PORCHES NOT 5: 4'-O" 4'-O" 2x4 BLOCKING ATTACHED 1/2" CEILING GYP 5D w/ 5d I. ALL RAFTERS SMALL BE #2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL w/ (2) 0.131 x 3 I/2" TOENAILS COOLER NAILS T' O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TC 4'-0" ---- 2X4 12'-0" TO 15'-0" ---- 2X10 OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" TO I6-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 Gable Diaphragm Side Wall F 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) $-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10, IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE 51MP5ON M6TA24 TENSION STRAPS 6 EACH TRU56 USING (14) 106 NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING Q EACH 51DE OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS THE U-SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 41 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 M4X SHALL S WITH AFTERS W/ SPANS LE55 THAN 4'-0" 0EARIU RSA E o RE -ENGINEERED TOESNAILED TO NAILS. APA RATED SHEATHING. SEE NAILING SCHEDULE o TRU55E5 6 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP5ON L55U210 SLOPING HANGER W/ (10) IOd TABLE FOR ATTACHMENT. /2" CEILING GYP BD W/ 56 NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2'' NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d U.N.O. COOLER NAILS i" O.G. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) 106 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 5IMP50N L5TA12zzz BEAM W/ (5) IOd NAILS. 5TRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR (1J SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD, 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BABE CHORD OF DETAIIL UNO. Valle Set Attachment Detail (T P) a: FLAT OR CATHEDRAL S-3 SCALE:NTS 8" MASONRY WALL W/(I) 05 1/2" GYP BD REBAR CONT. IN NOTE: CRO55 BRACING 4 KNOCKOUT COURSE ALL BLOCKING TO BE INSTALL SIMPSON LU524 REPEATED 48" O.C. TYP. KNEEWALL MIN, EA. SIDE OF THE STUDS MIN. CEILING JOISTS. JOISTS 16" O.C. TO BE PER NOTE #1 G TYP. Masonry Gable End $-3 SCALE:NTS SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.C. ATTACH THE FRAME / ATTACHMENTS TO'4-0,131 OF CEILING WITH LE 1 x 3 1/2" NAILS TOEA. STUD ALL 2x4 DIAGONAL AROUND PERIMETER. ATTACHED APA RATED 1'-0" 3 1/2" NAIL W/l4) O'131 x SHEATHING. 7EE M,AX INTERSECTING NAILING SCHBLOCKING TABLE FOR , ATTACHMENT. Ilk (1) SIMPSON 2 1/2" CEILING GYP BD W/ EACH ENp )F L5d COOLER NAILS 71, O.G. BRACE OR EQUAL, DIAPHRAGM m-Typ. Frame Down CI . Entry AREA (4 BAY OR 8 ft $-3 SCALE:NTS 2x4, 2x6, OR 2x8 FROM MASONRY WALL) S,Y.P. #I Is 16" O.C, SEE FLOOR PLAN FOR PRE-ENGINEERED SIZING OF STUDS TRUSSES IS 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING Q ALL (1) 5IMP50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. $-3 SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB-91) UNBRACE WALL HEIGHT 5YP 8'-0'' 2x4 ID 16" o.c. S'-8" 2x4 -w 16" ac, 9'-0" 2x4 6 1611 c.c. 9'-4" 2x4 -s 16" o.c. 10'-011 2x6 a 16" Oz. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN ---- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" --- 2X10 151-011 TO I81-0" ---- 2XI2 NOTES 1. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING 5IMP50N PRODUCTS REFER TO 51MPSON'S INSTRUCTIONS 4 SPECIFICATIONS, NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTI ON5." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" CC: MAX. SPACING (*2 5YP MIND" APA RATED SHEATHING SEE NAILINGN 141 mph MAX.. Exa. C. Enclosed. Exterior Frame Wall Table SCHEDULE TABLE FOR ATTACHMENT. U.N,O. ,-COMPRESSION_/� WEB OR VERTICAL S_3 WHEN TRU55 4 STUD ARE-- ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR �o° 60°SLOPING (HTS/MTS) MAY BE ONTINUOUS PERMANENT LATERAL BRACE (CLB) NAILED TO TRUSS 4 STUp NEEDED 'a TH15 STUD. NOTE: "AT 2x6 WALLS USE 5PH(o —PERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 AT 2x8 WALLS USE 5PH8 SHOULD BE REPEATED -a CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN lx4 MIN, BRACING W/(3) 0.131 x 2x8, USE SIMPSON 5P1'5 ON 3 1/2" NAILS a INTERSECTING EACH SIDE OF STUD TO WEBS BOTTOM PLATE 4 5IMP50N 6P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O.'' CLB Diagonal Brace a) 20' Max Intervals Detail NOTE: SEE TRUSS LAYOUT FOR ANY ADDITIONAL SCALE:NTS STRAPPING REQUIRED SCALE: NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRU55 D ° AND/OR WHEN D TRUSS STRAP IS NOT DIRECTLY 00 ° ° ATTACHED TO STUD USE (1) SIMPSON 5PH4 OR SP2 TYPICAL H10A CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. rame Wall Truss Connection Detail SCALE:NTS 0,131 x 3" COMMON e 16" o.c. 4-0.131 MMO11 N 3� — SEE TABLE FOR NAILING SCHEDULE Q SPLICE 3-0.131 x 3" COMMON EA. 51DE OF JOINT -STUDS 6 16" o.c. 4-0.131 x 311- COMMON / 2 -0,131 x 3" SEE TABLE BELOW COMMON FOR LAPSPLICE -11 4-0.131 x 3 1/2" COM, DOUBLE TOP PLATE 0.131 x 3 Al DOUBLE STUD 1/211 COM. 16" o.c. Pt BOTT. a PLATE 2-0.131 x 3 1/211 COM. 1154 2-0.131 x 3 1/2" COM. DOUBLE STUD CONDITION TOP PL 4T 43TNR3 VJ / TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING 6SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 311 0 3" O/C 0,131 x 3" 6 8" O/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING s SPLICE ALL OTHER NAILING 2411 2-ROWS 0.131 x 3" 6" 0/C 0.131 x 3" 811 O/C w 2 -0.131 X 3 1/2" COM, 5-0.131 x 3 1/2'' DOUBLEdo TOP PLATE 3-0.131 x 3 p 1/211COM. A0.131 x 3 1/2" COM. Q PT BOTT. PLATE fi 16" o.c. 2-0.131 x 3 1/2" COM. 5INGLE 51UD CONDITION 4 STUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: P6PN58Z IN LOCATIONS WHERE A LAP 5PLICE IS NOT CLOSE. - 1=5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. 126 COM. 12" O.C. 4-16d COM. 2-06 COM, 1 2-2"x4" W/1/2" PLYWD. SPACER NOTE: 2X4'5 MAY BE TURNED FLATW15E 50 NO � �'� SPACER IS NEEDED, 16d COM. 8" C.C. 106 COM. ID 12" o.c. 4-16d COM. INT. NE 41)ER (NON-5 RING General Wood Attachment Details NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2'' LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4, FOR 5-PLY, PROVIDE 1/4" DIA, X 1" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION SCALE:NTS (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 311 R.S. NAILS STAGGERED -8 (o11 O.C. ALONG THE LENGTH OF THE COMPONENT )MM. 16" O.C. l HT516 0.131 x 3 1/2" COM. a 811 O.G. SIMP50N HTT4 W/ DIA A.B. 4 5TUD CORNER STRAPPING INFOWATION c� t t (3) 211x LAMINATIONS ATTACH w/ (2) ROWS OF 0,131 x 3" R.S. NAILS 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N 5D825600 WOOD 5CREW5 STAGGERED 6 611 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6" O.G.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. 5EE TRUSS MANUFACTURER'S TRUSS ENGINEERINS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2 "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER 1,i) LEAST ' 0O% OP THE UJEE3, 0 w 4 - - ----- TOP 4 BOTTOM CORD GABLE END. BRACING 6 4'-0" O.C. MAX. FOR FIRST R Gable & Clg Bracing Diagram (4) ROW5 OF TRUSSES S 3 SCALE:NTS SCALE: NTS CONTINUOUS 20'-011 204" SEE EXPANDED BLOCKING BOTTOM CORD BRACING IX4 DIAGRAM MIN. CLB DIAGONAL — BRACE A5 REQUIRED 5Y BCSI Q z u.0 Monson NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 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 CHAN6E5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, 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 s°•• a••a � rj N �i aZ Z r co 114%A" N z gI z z)z0 Z O Q Q O w° I a-F �g� � a - z V2" i - Fy, N ° � P � W_ (� :Kts wp 0 � W1Y' LLB w as u n woo MM ��� O en, 0 V ) DATE 0g-3047 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 5�-141 \ TOP PLATE 5IMP50N 6PH4 -s EACH STUD TO TOP PLATE WALL CONNECTION UU/0 WINDOW NOTES: 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT, CORD OF TRU55. 6IMP50N L5TA30 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 6EAM5 1 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALGS. 3. ALL WALL5 TO BE CONSIDERED SMEAR RE615TING COMPONENTS 5EE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL UJD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES SEE ELEVATION PAGE5 ROOF COVERING d SHEATHING DETAIL SEE ELEVATIONS NOTE: AT 2x6 UJALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTOR& IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 2x8, USE SIMPSON 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP50N 61=2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRU55E5 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY 6PEC5 OR ENERGY CALC5 1/2'' GYPSUM CEILING BOARD HURRICANE ANCHOR ,@ EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP TOP PLATE LJ/ SIMPSON 5PH4 6 16" O.C. EACH STUD (12) 10d NAILS EACH, GYP. BOARD RETURN INSULATION PER WINDOW SILL CAULK -@ WINDOW COMMUNITY 5PEC5 OR ENERGY GALG5 7/16" APA RATED SHEATHING —2 x 4 SILL MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2X FRAME WALL SEE TABLE "N" ON SHEET 6-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" T4G GLUED UJ/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E8 9 24" O.C. 2 x 4 SOLE PLATE 5IMP50N C516 OR 6IMP5ON M5TA36 -a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUS5 J015T ( INSET) 2x4 FLATUJ15E VERT, BLOCKIN 5IMP50N HETA20 6 32" O.G. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOI6T5. 624" O.C. NAILING IN 5TRAP5. ., : MAX IF ATTACHED TO FLOOR 2x4 "2 SYP RIM w/ (5) 0.131 x TRUSSES 3 1/2" NAILS EA. TRUSS JOI&T°^ 1/2" CEILING GYP. BOARD SEE (INSET) NOTE ON N-1 PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ. SEE TRU55 LAYOUT FOR STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER m OPENINGS 8" GONG. K.O. BLOCK BOND BEAM POUR 5OLI1D W/ I - *5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE-CA5T GONG. SILL 4" HIGH GONG. BILK. 8" CMU PER ASTM-C 90 1900 P51 MIN. W/ TYPE M OR 6 MORTAR PER A5TM-C 210. 5/8" CEMENTITIOU& FINISH PER FBCR 103.6 PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. SUCK STRIP WINDOW SILL - CAULK e WINDOW 1/2" GYPSUM 50ARD 411GONG. SLAB. SEE FOUND, PLAN V .a; • FOOTING SEE ° FOUNDATION PLAN FOR 51ZE5 1 MORE INFO. rA-jypical Two Story ''Wall Section S-4 SCALE: NTS '�-- DBL. 2 x 4 TOP PLATE SIMPSON 6PH4 e EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x UJD. HEADER (U.N.O.) UJ/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL ''0'' ON SHEET 5-2 USE 2- #5 BARS IN K.O. TOP (2) TWO COUR5E5 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 P51) UJ/ 2 - 15 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZES 5EE ELEVATION PAGES FOR ROOF COVERING 1 SHEATHING DETAIL SEE ELEVA' WIND RE515TANT PRE -CAST GONG. SILL 4" HIGH GONG. BLK, 12 SEE ELE ENGINEERED ROOF TRUSSES -@2411 O.C. MAX. INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ 5IMP50N 5PH8 a 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP, BOARD RETURN -LUINDOLU SILL GAULK Q UJINDOUJ -2 x S SILL -2X FRAME WALL SEE TABLE "N" ON SHEETS-3 FOR SPACING. -1/2'' GYPSUM BOARD INSTALL 1/2" DIA x S" "J" 5OLT5 8 LUA5HER5 LJ/ 5" IMBED 2'-0" O.G. (MAX.) CENTERED ON WALL. SIMPSON 5PH8 2x8 PT SOLE PLATE IX P.T. FURRING NORIZ. I x 6 P.T. CURTAIN NAILER 9 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1 x P.T. 6UCK STRIP WINDOW SILL - CAULK 6 WINDOW 1/2" GYPSUM 50ARD 8" CMU PER A5111-C 90, 1900 4"GONG. SLAB. 1=51 MIN. W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER A5TM-C 210, a 5/0" CEMENTITIOU5 FINISH PER FBCR 103.6 4. 4.$ FOOTING &EE FOUNDATION PLAN FOR SIZES MORE INFO. rc--,jypical Two Story Wall Section $-4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANCIE5 . 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 CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLG 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ,�Illllll�a� dO �.A 111-0 •Z— y/ • r W Q • �"12bd •• • Q ®``oo z Lu < C) D Lu °< a 4'u ° `n N JO n D-' Q }}H O a �5 Q a �,- d ,L Now LLI DATE �8-3m-17 SCALE N07EEC) DRAWN 1~1K/fPDK JOB Sheet content: Structural Details Sheet number: ATTAGH TRUSSES PER FRAMING NOTES, IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24'' O.C. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEPW9LKING e - SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. OREQUAL SIMPSON HtT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN SIMPSON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN P1 i0U51-E TOP PLATE SET. / (MIN. STUD GRADE 5YP) 2x STUDS 6- 16" O.C.— CMU WALL SEE --/ FLOOR TRUSSES FLOOR PLAN FOR TYP, MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH IOASSING TRUSS OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRUSS/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail $-5 SCALE: NTS INSTALL 6IMP5ON C516 GRO55 5TRAP5 WITH (1) 0.131"x3-1/2" NAIL AT EACH PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM At EACH END TO TOP AND LU BOTTOM PLATE5/END 5TUD5. STRAPS SHOULD BE DIAGONAL AND At 45 DEGREES OR LE55 IN RELATION TO HORIZONTAL. TYPICAL. IF DOUBLE END -STUD 15 OVER A VOID SPACE, INSTALL SOLID 2X BLOCKING BELOW. TYP, AT CRO55 STRAPPED SEGMENT, IF SHEATHING IS GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 1" O.C. OR *6 X 1-1/4" 6CREW5 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52. NOTE: AT 2x6 WALLS USE 6PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 6PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES, U.N.O." FOLLOW TABLE BELOW - FOR APPROPRIATE SPACING Q SIZE OF WALL STUDS. 5TUD5 SHALL BE INSTALLED e MAX. 16" O.C., SEE N'/5-3 DECKING 2 "X4" PANEL BLOCKING a 48" 0/C FOR THE FIRST 8'-0" OF END WALL 2ND FLOOR FRAMING FROM EA. END. (TYP) TOP 8 BOTTOM 51MP50N 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 51MP50N C516 OR M5TA36 STRAP STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS a 32" O.C., EVERY OTHER NAILS, EACH STUD LOCR JOIST -SEE FRAMING PLAN �- WEEP SCREED INSTAILED PER MANUR 1-.1 2x4 S.Y.P. *2 RIBBON W/4-106 a C516 OR M5TA 36 e 32"O.C. (36" LONG) FROM EA. STUD t0 (2XI2) WOOD BLOCK OR FLOOR J015T 2x12 5YP *2 WOOD BLOCK BETWEEN FLOOR J015T WITH 5-16d TOENAILS. NOTE: SEE 'N'/5-3 FOR STUD INFORMATION LT. Frame/Masonry Connection #1 NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE E 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." 1/2" DIA NUT W/ MIN. 1-1/4" DIA x 1/8" WASHER 1/2" DIA ALL--"� THREAD ROD 1/2" DIA ANCHOR BOLT /2" DIA COUPLING A.B. EXTEN51ON DETAIL NOTE: SEE 'N'/S-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN SCALE: NTS SIMPSON 5PH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. 51 SHALL BE INST a MAX. 16" O.C. DIA. 1/2" J-BOL OR WITH 51MP5c SET EPDXY 5" EMBEDMENT a EA. FLOOR TRU55. 0 I 3-0.131 x 3 I/2" a EA. JOINT SIDE. HETA20 a 32" O.C. ON THE INSIDE FAGS OF 2x12 JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d a EA. TRU55. ,LT. Frame/Masonry Connection #2 SCALE:NTS ENGINEERED ROOF TRUSSES &24" O.C. 2x8, USE 5IMP50N 5P1'5 ON I `—INSULATION PER ENERGY CALC5 EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD 5P2'6 ON EACH 51DE OF HURRICANE ANCHOR 6 EACH TRU55 STUD TO TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE — 5PH4'e EA. STUD PROVIDE (2) 16d COM 6 EACH TRUSS 1/2" GYPSUM 51MP50N C516 W/ MIN (22) 10d 3/4" TAG GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 1105" MAX a 24" O.C. MAX OR 8 NAILED SEE SCHEDULE DETAIL "O" EACH STUD WRAP UNDER TOP ON SHEET 5-2 PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 a 24" O.C. 2x4 #2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) 1/2" GYPSUM BOARD 51MP50N MT516 a _„` EACH FLOOR TRUSS 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - 1/16" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-I PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL, 2X TOP PLATE w/ SIMPSON 5PH4 a 16" O.G. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT a 24" O.C. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/5" WASHERS 51MP50N 5PH4 e EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN p4 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Interior Bearinq Shear Wall Section 2 "X4" GRO55 BRACE e 48" O/C FOR THE 15T 2'-0'' OF END WALL W/ (4) 0.131X3 1/2" a EA. END INTO 2 "X4" BLOCKING DECKING 2 "X4" PANEL BLOCKING e 45" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP B BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS 2 "X4" CRO55 BRACE -0 48" O/C FOR THE I5T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" a EA. END INTO 2 "X4" BLOCKING 2 "x4" PANEL BLOCKING e 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP k BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN GR055 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" CRO55 BRACE a 48" O.C. FOR — THE Ist 2'-0" OF END WALL W/ (2) 10dx3" a EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE 15 GREATER THAN 45°, GRO55 BRACE e 48" O.C. FOR THE 1st 4'-0" OF END WALL. SIMPSON HETA20 e 32" O.C, MAX 2ND FLOOR FRAMING 51MP50N C516 OR M5TA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. FLOOR JOIST -SEE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a 1" I5TA36 OR C51ro OR HETA20 WHICH 15 NOT ALIGNED W/ TRUSS VERT. WEB USING 2-0.131" X 3 1/2" TOENAILS a EA. END. FLOOR c'o" J015T (TYP) Floor Truss Parallel To Brq. Wall SCALE: NTS SEE *** WHEN DISTANCE 15 LESS THAN 2'-0" e THE FIRST BAY EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER 511.1PSON C516 W/ MIN (22) 106 COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOt. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS e 6" O/C O Second Floor Frame Connection a� Girder S"5 SCALE: NTS III NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES r 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 CHAN6E5 TO THESE PLANS, REGARDLF-55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ��111111//� �o Nib °°.....°• • ,e 'Z �° O e i J . z. ° • `V //IIIIo hw z W � && Q, O p az LU < o p Q D s ��9- H�3z pzQ? �Ll 0 Q LU �Q <� -j n v � � U- 0 Now 15-4 gpm LLI DATE 0g-,3m-17 SCALE NOTED DRAWN 11K/F'DK JOB - Sheet content: Structural Details Sheet number: 55 SCALE: NTS DRYWALI OVER FUP BLOCK W 11/16x11/16 COVE MC (MOO) Ixb TRIM (WINDOW PER PLA (WINDOW — MR PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL - EDGES Ixb TRIM BEAD BOARD --- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL--,,,, BELOW LINE OF TRIM -- BELOW COMPOSITE WINDOW SILL EAD SILL TRIM DRYWALL FINISH OVER FURRING ON BLOCK WALL WINDOW ST00L W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN mu. '' ° 1' SHIM AS I�_A� REQ'p SHIM AS I`-' REGID.r3l/4'5ASE5D. ERTED 2 1/4' 1' OR CASING (03b6) STD.STUDS (PER STD. BASEAN) BASE CABINE CABINEI DRYWALL 66 `QUARTER ROUND CALI. TOP SCALE: 1/2': 1'-0' LINE OF WALL BELOW LINE OF CASING BELOW COMPOSITE WINDOW SILL ELEVATION PER PLAN) PLAN WINDOW VAIL 1/4' DOOR CASING (0366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAI L PLAN SPECIFIC PER PLAN :tee''' - V-0' INVERTED 2 1/4' DOOR CASING l*366) 2x STUDS (PER PLAN) 1/2' DRYWALL 3 1/4" BASE BD. ("3b6) �- QUARTER ROUND HIGH BAR TOP SCALE: Ill' : I'-0' 8' W. CORIAN TEMP. GL. ENCLOSURE CAP 1/2' DRYWALL W. CORIAN BELOW CAP C GAP TILE FINISH 2x STUDS (PER II� TILE NISH OVERWATEROVER WATER PLAN) it I RESISTANT SISTANT WALL �I li WALL BD. BID. ►/2' DRYWALL BATH it SHOWER SHOWER 11 SHOWER 3 1/4' BASE BD. it 11 SIDE? (#366) SECTION PLAN SHOWER LOW WALL SCALE: 112' =1'-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE I' STp. -1 2 VAINTY M CABINET 4 3 1/4" BASE BO. ("366) 6' W. CORIAN CAP (WINDOW ---.. PER PLAN) COMPOSITE WINDOW - 2x STUDS (PIER SILL PLAN) SQUARED DETAIL --- EDGES INVERTED 2 114" DOOR CASING (0366) DRYWALL FINISH OVER FURRING ON BLOCK WALL VANITY LOW WALL SCALE: 1/1' : I'-0' ZIFY TOP (WINDOW PER PLAN LINE OF WALL --� BELOW SILL CT 1/2" OUT FIVE TILE) LINE OF CASING — BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4' - 1'-0' SILL ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL WINDOW VAIL 1/4' DOOR CASING (r366) FLOORING / BA5E 5O4RD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY 5,45E 50ARD 15 IN5TALLED. WHEN WOOD 1 LOOR 15 5ELEGtEO 5,45E 50ARD AND 5HOE MOULD ARE IN5TALLED. Ix JAMB (BI -PAS° DRS. PER PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI-PASS PLAN) DRS. PER PLAN) 2 114' DOOR CASING (566) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING D ETAI L MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP DRYWALL RANPSITIIO LLN 3 V4" BASE BD. �(0366) TYP. BASE BD. AT GARAGE / MAIN HOUSE NOTE: 1DI:AUJING6 ON 11"xll" 514EET WIL®L 5E ONE k4LF TI4E 5C,41E NOTED 5 1/4" CROWN 3 (045) 5 1/4" CROWN Ixb ---�.- RMPOVER W/ ROUTER WHITE PINE _. 1/2' DRYWALL 31/4' BASE BD. 1w366) 24 WALL '*'OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN We ---� WHITE PINE 1/2' DRYWALL- 2xb WALL ---- 36' OR 42" HI(%H PER PLAN 1O11NDOVER W/ ROUTER \-31/4' BASE BD. 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DEi'AILS x a w c a It ILto goLL 00 ow 00 M +Ir r a .im mmsT 22066' CAD FU pim OB-16-16 07 07 16 10-05-16 11-02-16 mall DAVIS BEWS DESIGN GROVP 00 srATE SMEEr EASr OLDI M0, RA MA 34M 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVEMEW&COM TAMPA • 0104\ EM EST.1994 s..-- TRIM nnE TYPICAL NM WAILS LJ-8090-5 OAI 5 1/4" LANDING TREAD RAILING LJ-1021 STANDARD - 42" H. ROSETTE 6 KNEEWALL (OPT. LJ-6010 LJ-4040 RAILING SHOWN) NEWEL POST�� Ixb PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ-045 LJ-4040 POST NE L POST NEWEL POST OPT. LIP-MG2KNUC44 _ — = WROUGHT IRON BALUSTERS LJ-1021 _ •''"r ,- I* PAINTED BASE ROSETTE �, PLATE LJ-6010 Ixl2 SKIRT 3 114" BASE RAILING BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) MOULD STANDARD - LJ-8014MRi IA2 SKIRT — — TREAD FOR CARPET BOARD (OPT. LJ-8010 SERIES TREAD SHOIW) LJ-8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING LJ-IOMRI BASE OAK READ PER TM LEVEL / 3 114" OR 5 1/4" mW LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR D ETAI L GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER FEIGHT �C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ-8090-5 OAK 5 1/4" LAND ING TREAD SELECT 2 1/4" I L SELECT 2 1/4" STRIP FLOORING-7 STRIP FLOOR LJ-4042 NEWEL POST L LJ-W10MRl OAK TREADS -7 LJ-8010MR1 OAK TREADS LJ-8010MR2 OAK TREADS RAILING LJ-4042 NEWEL POST GENERIC WOOD SWITCH13 BACK STAIR FLOOR PLAN RTA SEE GENERAL STAIR NOTES KT.S. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. L1H-MG2KNUC44 WROUGHT IRON BALUSTERS 61 LJ-4040 NEWEL POST ' . LJ-4040 NEWEL POST SECTION CUT THRUM 1'- k\� ��3a� !BOARD T ixb PAINTED BASE PLATE WALL `1� `� 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 S-TURN 5ASSE _ MAOULD STANDARD - LJ-9014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-80% OAK Ix8 PAINTED LINEAL COVE = � RISER BASE LJ-8010MRI PERT M LEVEL — OAK TREAD 3 1/4" OR 5 114" IA2 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STrl RAIGHT RUN STAIR DEI-AIL STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. 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 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. PINIS14ES - 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"rf D LJ-8014MR1 ��`����`������������ —FULL HT. WALL TREAD LJ-8010'4R2 CARPET STARTS TREAD AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL POST GENERIC WOOD /CARPET STAIR FLOOR PLAN NT.S. NTa. SECTION 1x12 SKIRT BOARD CUT THR; WALL RAILING LJ-1041/8 BAPS S-TURN — MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD _ TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-W% OAK _ LINEAL COVE MOULDING BASE PER TM LEVEL ix8 PAINTED RISER 3 1/4" OR 5 1/4" IA2 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-300S LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHTA RUN STAIR D ETAI L .2x STUD WALL w/ DRYWALL FIN, LJ-5015 WOOD BALUSTERS BASE CAP (3 PER TREAD) MOULD Ix12 SKIRT LJ-801OIRI BOARD OAK TREADS 5U8 TREAD LJ-8095 OAK LINEAL COVE MOULDING } Ix12 SKIRT BD. 1 ► BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL xorroec" LJ-404 42" H. LJ-1021 NEW RAILING ROSETTE POST LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) NEWEL 2 WOOD TREAD POST 1xl2 SKIRT Bp. BASE LJ-8095 OAK fY CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 114" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. NIA 3/4" MIN. HOLE DEPTH — FOR BALUSTERS IN TO LAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.TS. LJ-5015 LIH-HOLI5ASK44 LIH-HOL25ASK44 LIH-HOLIKNUC44 LIP-HOL2KNUC44 L114-14OLIOLA44 LIH-WOL50144 (PLAIN) W/ L I-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES NTS. `— LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION D ETAI L 1" 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 BASKETS TO BE PARALLEL TO TOP RAIL (DOUBLE BASKET) LIW-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE.- DfRAUJING;5 ON 11''x1-I" 5�4EET UJILL 5E ONE �4ALF TEE 5CALE NOTED N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING \ LJ-4042 NEWEL POST LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL (DOUBLE KNUCKLE, LIH-HOLMUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-POL50144 Mill LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01(2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE M EfAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS n�. omiar rrr.wwr err. x w O o ` �LL Ln 00 NW M Nn tQ La cc 4D •JW NLWM 2416101• GID FILE NAME DET ISSUED 04-05-13 REVISED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18 15 05-26-15 05-29-15 DAVIS BEWS DESIGN GRiOVP 1S0 SrA E STREET• EAST OLDfiTMR MOMA 3*777 813 .92.5.1300 TEL 813.925.1800 FAX W W W.DAVEREWS.CAM TAMPA • 17ENVEP- �-•�.� EST.1994 r� +.�-- �r�r.r.r....r. STAIR • AnE • TYPICAL StAIR DETAILS • 57lEET • SD