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500 Red Rose Ln 17-3649 (a)
LOT 162 - THORNBROOKE 40I s ANASTASIA GARAGE RIGHT ELEVATION " TRADITIONAL - Aif TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, RECORD COPY REVIEWED POH CODE COMPLIANCE PLANS EXAMINER — DATE SANIOQF RQLL_Q HINa DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO DE A 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 TEST REQUIRED ,Results to be Verified at Slab Inspection #17-3649 �,,�}I LD/NC SANFO,RL) �'°� F1 i N�F�, REDRAW NOTES II-10-11 CREATED LOT 5PECIFIC PLAN FOR LOT 162 IN THORNBROOKE 40'6, ELEVATION "TRADITIONAL - A", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: (5) CEILING FAN PRE -WIRES, 02) RECE55 CAN LIGHTS, UNDER CABINET LIGHTING, STAIR RAILING, FRONT DOOR GLA55 INSERT, POCKET 5LIDER, (2) BLOCKING FOR PLA5MA TV5, PAVER DRIVEWAY W/ LEAD WALK, SECOND 5UITE, VENT HOOD / MICRO TO OUTSIDE, LAUNDRY TUB PRE -PLUMB, 5HAMP00 NICHE, (2) DUPLEX OUTLET5 AND PER50NALIZED HOME TECHNOLOGY, SQUARE FOOTAGE CALCULATIONS ELEVATION "TR-A" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1263 TOTAL LIVING S.F. 2730 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3395 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" PLAN REVISIONS - DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN .:NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE F.B.G.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED, OILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/21NCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R 5TH EDITION (2014) R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 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 FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103fol AND A57M C 926, PER F.B.C., 5TH EDITION (2014) R10310J WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP 5CREED 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 ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C., 5TH EDITION (2014) R1031o.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b5 OR IN ACCORDANCE WITH A5TM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11A.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATIOW A5PHALT 514INGLE5 (IF APPLICABLE) I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R90Mb AND R9OMfo 1. 2. ASPHALT SHINGLES SHALL ONLY DE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A51M D 226, TYPE I OR TYPE 11, A51M D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW52.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A51M D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vmc) IS DETERMINED IN ACCORDANCE WITH SECTION R301113 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 5TH EDITION (2014) R9053.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR A5TM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 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 15104" AWAY OR CLOSER TUB AND 514OWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 601L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES, - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 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. % GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 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 PROVISIONS OF SECTIONS M14113, EXHAU5T FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE AS IN51 THE BUILDING. SPACE, 0 OTHER A DE E B LD INTO AN ATTIC CRAWL P E R E RE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE N RA L 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE PRYER 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 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION IN61RUCTION5. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT of ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. Gam/- .• .�.,1�% ,r^ 0 iju ..dw •' iO,':� �cy 111111 e�` o♦ K 0 w r O O J0LOO J M I� Qj 1110 �II� L. N � >>JM 6 L. ° ° • 00 ��� � 0 0-0 cO E � �Yro� L J 00c Z C., 0 • JOB NUMBER 27002.367 CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP L'30 STATE STREET EAST OL,D6MAR, I-iORIDA 34677 Sls . 925.1300 TEL 813.9'25.1800 FAX W W W.DAVLSBEWS.COM TAMI'A • I�EIWER - FST.1994 ��.- Vortex Englneering, LLC, 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813 704A842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESI5N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA EUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARINS OONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION IS SJPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (n d� Z W c O LAC .000001— 0 C:) F0 • TITLE • GENERAL NOTES REVISION LOG cov 15'-IV'1 81-411 41-411 1'-811 8" . 51-411 41-411 4'-101 2 STORY I STORY M! FOOTING FOOTING 50 GAL. W.N. 3'-6 " 41-411 4411 D SI HB. 4'-411 0 t - _ 8° s°G.C.VERIFY ACRYLIC G ON LANAI I Ir 1-51"ORY FOOTING (tYpJ ■ 0i I �) I a 20" H. x III W. GONG. MONO-FTG, W/ 2 - "5 CONT. REBARS PROVIDE WIDEN FOOTING B" AT I IZn i 25" MIN. LAP WHERE SPLICED AND POCKET SLIDER AND III [°] lb" Wxlb" DEEP FTG. i WIRE TOGETHER. BOTT. OF FTG. ADD (1) 05 REBAR ( 31'10" I I� 9' I" 3'9" J W/ 2 - 05 CONT. SHALL BE 12" MIN. BELOW GRADE all nt ELEVATION AT 04" (ASSUMED) OF REF. SI "- 3.5" THICK, 2500 OR 3000 P.S.I. �J 3 -b AA 3A2 v � °' PITCH CONCRETE SLAB ON GRADE W/ 16" Wxlb" DEEP FTG. "5 SLAB i f C J. i CJ. bxb WL4xWl.4 MESH OR FIBER =�- _ W/ 2 - CONT. --------------------rt------------------- J I/8" / FT. MESH OVER b MIL. VAPOR BARRIER ON CLEAN, WELL - PROVIDE WATER �n LINE FOR ICE MAKER /� PITCH 811x8" FTG. W/ I - / // TO DRAIN (TYP. AT LANAI) ,.� COMPACTED, TERMITE TREATED, GRANULAR FILL. �K } 4CONT. 5 -4 QLIA NOTE: ■ ■ ■__- 7! %��L� r/Nzz/ ALL ANGLES LT. ROUGH INaARE _ _ _■ /_ /7 T 4 AT 5° IUN.OJ A N 21'-b" 2'-6" 12'-311 4'-II" 2'-111 1 118 = ■ 3 M Ibx" DEEP FTG. W/ 2 -B CONT, — ` I1-311 � M 2'-50 2-5TORY FOOTING (TYR) _77/ 1=4 I //-AIR HANDLER LINES FROM 3/4" RECESS V-811 i 51-211 51.611 u i 41-011 41-411 � 20" H. x 20" W. GONG. MONO-FTG. W/ 3 - W0 CONT. REBAR5 PROVIDE �- II / 3/4" CONDENSATION I UPPER FLOOR FOR ENTRY DR i — 25" MIN. LAP WHERE SPLICED AND I DRAIN BY PLUMBER.. 411 P.Y.C. Ib WxIb DEEP FTG. _ ■ ■ ■ ■ ■ WIRE TOGETHER BOTT. OF FTG. JI u, I I �` 101-1011 W/ 2 -15 CONT. 12'-1" ♦ _ 8" THICKENED EDGE I -STORY SHALL BE 12" MIN. BELOW GRADE -= FOR SHOWER RECESS FOOTING 28'4' W/ I NO.5 BAR GONT. I I 101-1011 8'-I11 21-811 21-011 20'-II" 2'-I" II-811 3'-10" LAY. 3'-b"x3-b" A/C PAD (SEE MECH. CONTRACTOR 1 1 _ r I I I I ■ ,;t ♦ '� - 5 4 8"x8" FTG. W/ I - 05 CONT. (TYP. AT ENTRY) 1 fi- I o; �", FOR LOC.) ILE R I I 3 -8 IS411 , �S4 CONDENSATION A 1411P.v.C. DRAIN BY PLUMBER `� SEAT R7=CESS ABV. 21-011 �, "' 2xb WALL AIR HANDLER LINES FROM UPPER FLOOR (I II �,3/4" 51-611 \— dm `� YY//41if —■— — — _ _ ■ ■ ■ ■ ■ 8" CM.U. WALL ABV. ■ ■ ■ ■ ■— ■ 3'-011 INDICATES I - "5 VERT. REBAR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE k FTG. BELOW PROVIDE 25" MIN. LAP WHERE 4'-411 SPLICED AND WIRE TOGETHER 4'-011 I. 41-811 4' 4'-811 IrLELEVATION 3/4" CONDENSATION DRAIN BY PLUMBER -411 151-011 8" C.M.U.J PITCH WALL ABV. - 1/8" / FT. w � 31-211 31-211 11-411 91-011 13'-8" TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE `e01 1 1111111,1 • CJIA`- 0 do 4:co =Y:z »u a r 0 `�\ v�Zb 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 b, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 0 12" DEEP 66"x3b" GONG, FOOTING W/ (4) 05 BARS EACH WAY. G12" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS EACH WAY. G 20" DEEP 60"60" GONG. FOOTING W/ (3) "5 BARS EACH WAY . C x N 4.. too JO�O O Jm%Qj h 0��%M sm N Lm N �66 aLL O -h 0 0O �CD E h 00 CC zNL0 1w�lnnu.ww�wwwnnn�nol•lwwwn�lwlw • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED G 2582 BEWS DESIGN GROUP L50 STATE STREET EAST o1.1�nR, �1.o1�.roA 3�� sls . 925.1300 TEL s13.925.180o FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. -�—� EST.1994 (00") X__ 00 r621II/ oil ,11, Vortex Engineering, LLC, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813.704.4842 FA 52683 CnA# 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD 5EARIN6 CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION I5 SUFFLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY L W C:) C) 0 1 C) DAVIS 12" PEEP x30"00" GONG. FOOTING W/ (3) "5 BARS EACH WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501E BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). • TITLE • FOUNDATION PLAN FAINDICATE5 S I "5 2 FOUNDATION PLAN FN SCALE: I/4" = I'-0" GARAGE RIGHT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 5311 WINDOW CALL -OUTS 2611 12 5H 1/2 32 5H 22 5H 32 5H LU = 3911 0 13 5H 1/2 33 5H 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" o 15 5H 1/2 35 5H 25 5H 35 5H S z 1211 3: 16 5H 1/2 36 5H 26 5H 36 5H �c C.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, Ln Uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER �- MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5Ep (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.C) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * VARIES (SEE PLAN) ' e O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER C55) FLAT LATEX a O 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 CEILING SECTION SCALE: 1/2" - 1'-m" CIO G.C. VERIFY SHIM AS POP-UP OUTLETS REQ,D 11-m11 I" � CASING 2x 5TUD6 (PER STD. PLAN) BASE CABINET BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 1411 REFER TO SHEET 2A2 AT VOLUME CEILING FOR MAIN FLOOR HATCHING INDICATES DOUBLE PLAN DIMENSIONS T.O.M. T.O.M. K.O. BLOCK COURSE W/ (2)'S T.OM. T.O.M. VENT HOOD ANp T.O.M. IN EACH (NOT REQV AT OPT. 2 - 26 SH. AMICRO TO EXTERIOR 9'-411 AFF. I .F.F. GAME RM.) HD. AT V-m" 9 -4 9 4 AFF. N.B. ■ ■ _ — ■ o 000°o o°o°o o°000 000 0000000°0°0° °o°o°o 000°000 000 00°0°0°0°0°0 °o o°o°o°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°o° ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - - i BOTT. OF LINTEL O.H.C. O.H.C. I 0 I - - _ _ _ 0 0 - - - - 60 GAL. I AT 8'-m" AFF. T.O.M. 1 11 i II 1 �-----.- 9 -4 ■ LINE OF SECOND I i KNEE I i o RANGE I G.C. VERIFY ACRYLIC H FLOOR ASV. 'I O I I G LL I ITON LANAI 52 I I I ° I � I 51 A DINING KITCHEN ► o I (TYP.) GATHERING ROOM � ► I I I INSULATE 1 1 10'-6%14'-0" � - 9'-4" FLAT CLG. BOTT. OF LINTEL LANAI �= 19 -6 x14 -0 ARCH FROM I � I I 9 -4 FLAT CLG. \ / I BEARING WALLS AT V-m" A.F.F. 10 98x�,14-4 2-STORY VOLUME V-m" TO 64' 1 1 1 /\ A a 1 J 7r i- - T9'-4" PLT. HT." G.C. VERIFY ELECTRICAL 1 I SI I h AND BLOCKING 2 STORY 19'-411 36 H. COUNTERTOP / / 1 I 2 CAR GARAGE V I REQUIREMENTS AND I HEIGHTS FOR PLASMA TV. CLG. 1 C�LCxF (SEE DETAIL ON THIS / ` I 1 1 20'-0"x2O'-O" SHEET) 9 - 4 PLT. HT. OT.Dr1. TOM. B 36" H. I CPT. TILE �, / �. II 11 R I OPENING CONTINUOUS I I / ��' INSULATE - 1 " ■ ■c TO UNDER BEARING GRASPABLE 136" H. NEWEL STAIR DATA: ARCH FROM / / ti�v� ABOVE AFF. 5TAIR5 WALL RAILING RAILING POST IS RISERS AT V-m" To 8'-8° ■ ■ ■ ■ N 1,36" EACH �,// LINE OF SECOND 1090" TREADS � / / � I FLOOR ABV. FLUSH FRAME `� - - R/S UP � / / BARREL ARCH \ LT TO FURRING 1 2 ST RY 9'-4" AIR HANDLER �, / FROM V-011 \ ROUGH IN a ■ 19' 4" SLOPING 1 TO 8 8 1 VOL ME CLG. LINES FROM 9 -4 UPPER FLO 11 INSULATE CLG. CLG. — CLG 5 4 SEARING WALLS - I (2) 2-6 6-8 J -'L--------- FLAT HDR I AT 4'41 I a 1 11 �-� 5 5H. � FOYER 51 SEE SECTION 1 9 401 9 -4 TYP` . ARCHWAY OWNER'S SUITE I I CLG, B I g14,1 \\\CLG. 0 �� SCALE: 1/4" = V-m11 a ,�16'-0"x14'-4" 9 4 CLG A . S1 a I CLG. \ \ K, 0 9'-4" FLAT CLG. opr. M.C. STUDY 1 2-46-8 ARCH FROM \\ 1 sa 1 0'-4"xl 0'-6" 8 m To s 8 PORCH PAVERS 9'-4" FLAT CLG. 9'-4" PLT. HT. CPT. TILE OWNER'S BATH TEMP. GL. ENCL. F - --I HALF 3-mx8-0 1 1 9'-4" FLAT CLG. ON 42" H. LOW WALL I 1 l BATH 3 TEMP, O FLAT HEADER 1- DRYER 1 d? �? 0 E P. FR DR 1 _ _ _ _ 24" G TILE VENT 1 0 w I �•, 9 -4 FLUSH FRAME I AT 8 -m A.P.P. F_ 1 - 1 7 F 11 --ray,�n-� 5HOWE L_ � "ON-Q" CLG. TO FURRING OPT. M.G. n 13 -6 x3-6 A/c I 13 -6 x3-6 A/c 1 ro.M. PAD (SEE MECH. PAD (SEE MECH. HA HANSEN 1—I �; 1 LAUN. PANEL 9 41 CONTRACTOR 1 (CONTRACTOR I LAV. 2m"H. • BOX I I 1 9 4 LAV. FOR LOC.) I I FOR LOC.) I 5 SH. TILE SEAT L _ CLG. W.C. • - - - - I - - - - H B. O 2 - 26 SH. O 24 5H. 13 5H. FLAT HEADER T.OM. TEMP. GL. ENCL. AIR HANDLER 1 Hp. AT 8'-m" 3 1 AT 8'-0" O HD. AT V-0" AT 8'-m" AFF. T.OM. 9' 4" ON 42" H. LOW WALL LINES FROM 91-411 UPPER FLOOR AFF. 5TAIR NOTE5 SEE SHEET PTl FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) • ALL STRINGERS TO BE 2-24 02 5YP. 0 ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: of AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). of AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) �• IF STRINGERS ARE SUPPORTED IN THI5 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT „ AT CONC.). AT CONC, WC1/4" D A 3FOOT TO " FLOOR: APCONS AT 1211 O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JOI6T/ OR BLOCKING BELOW. �• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA, LANDINGS SHALL BE BUILT AS FOLLOWS: •� JOISTS TO BE 26 "15YP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A SEAM CONFIGURATION, BEAM SHALL BE (2) 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 3 1/2 11 RS, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/21' TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. �• LEDGERS TO BE 26 WITH: $01 (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT, of ATTACH JOISTS TO LEDGERS OR BEAMS WITH 6IMP50N LU626 HANGERS OR EQUAL. THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. I. 421, N. - RAILING 42" H. - RAILING\ -SEAM _ --- _ LINE OF 6'-8" MIN. BEAM FLOOR FLOOR SYSTEM HEAD CLEARANCE SYSTEM �a 3/411 PLYWD. DECKING 36" H. CONTINUOUS 2x STRINGERS 10.001, GRASPABLE (TYP.) RAILING 36" H. I� = _ RAILING u I" NOSING I-- `r (TYR) STORAGE UNDER " 2x TREADS AND -M STAIRS `� Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301B PER F.S.C.R - 5TH EDITION (2014). STAIR SECTION XALE: 1/4" - 11 - 0" * * * * 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R16ER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LESS 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 ACCE551BLE SPACE UNDER STAIRS $HALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5TH EDITION (2014) R302.1 T.OM. 9'-4" A.F.F. G.C. VERIFY GLA55 INSERT FOR FRONT DOOR. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS FLOOR SiRUC1'URAL. LEC�ENI� F�.o 8" K.O. BLOCK FILLED W10) S BAR OVER 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W10) "5 BAR. IA - 8" KO. BLOCK FILLED W/lU 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL WI(l) 05 BAR, GROUTED SOLID. • _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) S BAR - 8" LINTELS SHALL BE FILLED, BELOW 8" KO. BLOCK FILLED AND REINFORCED WKI) 05 BAR. ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMP50N HTT4 CONNECTORS AT BASE. - PROVIDE (3) 2x6 STUDS W/ (U 51MP50N HTT4 CONNECTORS AT BASE. © - PROVIDE 2-PLY 2x12 No. 2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON L5TAI5 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 5IMP50N H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 24 *2 5YP W/ 1/2" 065 T,O.M. FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT Sl 411 EACH END WITH (1) 5IMP60N L5TAI2 STRAP. THE AFF JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAY6 AFTER GROUTING. 3A2 n STRUCTURAL NOTES • ALL LVL'S TO BE Fb-2950 PSI 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 NOTE: CJ. -- RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 105 ♦ INDICATES 2 05 HATCHING LEGEND LOAD BEARING WALL ...........INSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIND FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES SCALE: 1/411 : 11-011 GARAGE RIGHT�/ ' - K 2 C �LID 0 Jpto. JM1��, 2N co m N Lot Lm 813LM 0 0 cO0 EFLJ Y W J cv * m 00 r T• ZN2a JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 T8 ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP I50 STATE STREET BAST OLDSMAR, MORMA 3*77 813 .925 . 1300 TE L 813.925.1800 FAX W W W.DAVI5SEWSCOM T,kWA • nE2qV8k - EST.1994- Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813704,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIENED THE ATTACHED OE51GN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R501 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIENED THE PRE- ENGINEERED TRL55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. ,,,5EALED FOR STRUCTURE ONLY 0 � Z CD O C:) m � CD � H � N O � J F�— Q C:) � 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS I I It b- 'V a M u, r— J _J I1-411 81-411 I'-811 -o 151-011 65'-411 V-411 REFER TO 8NEE7 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE f2Ii1/4"HT x r0 J 0100 o U) _j co �NMm LL m co IL • 0 C 0 -0 0� E *0 �. `V o cm OaC�h y TP z 1 pV • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL I MAR, FLORMA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.GOM TANWA • DE%4VER. •�r� EST.1994 F-�- 111 111 111 ��� 111 111 Vortex Engineering, LAC 607 S, Alexander St., Suite 103 Plant City, Florlda 33563 813.704.4842 FL# 52683 - COO 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51GN, AND FIND IT TO BE IN GOMPLIANGE WITH 5ECTION 9301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE EN6INEER HAS NOT REVIEWED THE PRE- EN61NEERED 7RU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDI7ION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHANSE5 AFTER 1RU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SE(ALE�D�POR STRUCTURE ONLY V / z W 0 Q(n a rro 0 0 a 0 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 11 WINDOW CALL -OUTS (D 2011 1818 F.G. 2018 F.G, 30181=.G. 4018 F.G. W = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. � 0 36" 1830 5H 2O30 5H 3030 5N 4030 5H Z48" o 1640 5H 2O40 5H 3040 5H 4040 5H z 6011 1850 5H 2O50 5H 3050 5H 4050 5H 3 1211 1060 5H 2O60 5N j 3060 5N F4060 5H �c G.G, VERIFY ROUGH OPENING5 FOR ALL WINDOW5, WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F- MANUFACTURER AND 6PECIFICATION5. 0 z REFER TO FLOOR PLAN5 FOR 5TYLE 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). 7 tso mT_ 1'-m" G.C. VERIFY TOP OF TILE TILE TO WRAP INTO NICHE G.C. VERIFY LOCATION TYP. SHAMPOO NICHE, SEE FLOOR PLAN FOR EXACT LOCATION UPPER r-LOOR STRUCTURAL LEGcENp PROVIDE (3) 2x4 5TUD5 W1(1) 6IMP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 2xb 5TUD5 W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE 2-PLY 1,15" x 12" LVL BEAM NAILED TOGETHER W1(2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS, Im - PROVIDE 2-PLY 2x12 No. 2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMP50N L5TAI2 STRAP. • EXCEPT A$ NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb 15YP W11/2" 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 H2.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTEL5 LONGER THAN 6'411 FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2950 P51 MIN, • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 U.N.O. 0 ALL EXTERIOR WALL5 TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA K m w ro o too J to � �nW N CF ON 2c'n�m RIM T ` :JN _> QQLLf9 • 0 0 '0^ 0� �C E � 9�W ca ZJ*(D �0CCroti y� Z N L d '��j • `'••..,. •� e `ate /fill �c CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE 0F 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 ASTM F 209m PER F.B.C.R - 5TH EDITION (2014) R3122 D D 01 LTI � 1 :10 SCALE: I/4" = I'-m" GARAGE RIGHT • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 SPATE STREET EAST OLDSMAR, FiARIDA 34677 813 . 925.1300 TEL 813 . 9� . 1$0o 111 111 111 111 111 Vortex Engineering, LLC, 607 S Alexander St., Suite 103 Plant City, Flarlda 33563 813 704,4842 FL# 52683 - COO 28035 _. Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED 114E ATTACHED DE5I6N, AND FIND IT 70 BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 GODS, RESIDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE FRE- EN6INEERED TRU55 MANUR LAYOUT. 70 DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE RI6HT TO MAKE ANY CHAN6E5 AFTER MISS LOAD INFORMATION SUPP LIED PLIED TO THE ENGINEER. SEEALEEO f R TURE ONLY 5TRU V 0 FA(n C) Invollo 0 c) 37 ne 0 0 C:) X 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS 2B1.1 00111111111111 00 •• 2 • � d� r iZ •w d Z r i � r r -:U r '—.. • • x ro w U* o tQ o a � 0 L co ? > J N low L �o` LL M. 00 v a�P, � O 0—t �O > EILY _�� W IN i J m O 0 ti 4! Mot • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL,DSMAR, FlARIDA 3*77 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. --.� EST.1994 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St, Suite 103 Plant City, Florida 33563 813 704,4842 FL# 52683 - CdA# 28035 - Paul D. Kidwell, P,E - I HEREBY CERTIFY THAT I HAVE REVIENED THE ATTACHED DE51GN, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTION R301 OF THE FLORIDA BUILDING GODS, RE5IDENTIAL (5th EDITIOW. THE ENGINEER HA5 NOT REVIENED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALED FOR STRUGTURE ONLY 2582 • TITLE • UPPER FLOOR PLAN DIMENSIONS 91 ad UPPER FLOOR PLAN DIMENSIONS V2�2 , GARAGE RIGHTI11 1 I/ 1 THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING LIA 3/411 THICK NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 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) R103.6.1 AND A5TM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.5.C.R - 5TH EDITION (2014) R103b2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" �c CLEAR OPENING NEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS 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 REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R3122 �I111111/�� .��<</C✓ •• t�J�i`` o OCID . �r Uj r PI`,���` 6 1� LSHINGLE �6 ROOF G.C. VERIFY 12 LSNINGLE ALUMINUM OVER 6 2x6 SUB -FASCIA ROOF (TYPICAL) PLT. HT. PLT. HT. 4" BANDING (TYR) — ECORATIVE 16TUCCO L STUCCO DDW x W. EVE 1'-4" W. x 5'-0" H. — FINISH FINISH FIXED SHUTTERS DECORATIVE FIXED SHUTTERS 411 BANDING (TYP.) 6 17, -SHINGLE 6 1� -SHINGLE SI6 SECOND F.F. LINE_ ROOF ROOF SECOND F.F, LINE TD11. _ T.O.M. 8" BANDING SDI BANDING 6" BANDING COACH 411 BANDING LIGHT TEXTURED [71 El El El F7 17117 ❑ TEXTURED FIN15H �D FINISH [71 El 1:1171171 F] 171 [71 ❑ ❑ ❑ ❑ ❑❑❑ BANDING BANDING :t TEMP. �r MAIN F.F. LINE = MAIN F.F. LINE Lt ETE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) G.C, VERIFY GLA55 NOTE: ALL BANDING 15 TO INSERT FOR FRONT BE RAISED SAND FIN15H FRONT ELEVATION DOOR I — SCALE: 1/411 = I'-011 K co � r0 lQ , 0 0 J U .j co N � pwM 0 > > J N L. L co L • 00 ��-0r, 0-j CO iL-3�E 4)ro' c �g roN 4+ Z cm • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED UO DAVIS 111 111 111 1�� 111 111 Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant City, Rorlda 33563 813 704 4842 FL# 52683 -- COA# 28035 - Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH 5[1 R301 OF THE FLORIDA 5JILDIN6 CODE, RESIDENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING OONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SJPFLIEO TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY 2582 • T/ILE • FRONT ELEVATION DETAILS ELEVATION TRADITIONAL - "A" . 3A1 GGE RIGHT ARA 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING z 3/411 THICK 12 GIRDER 6� GIRDER RU ROOF TRUSSES © Q6 (T 12 O.C. (TYPICAL) ------------------------------------ ❑ ® ❑ ❑ ❑ ❑ ❑ ❑� VOLUM/2-5TORY 12 r� BR. 3 F LFF vol_uME H GIRDTRU5ER 6� ti� N i AT O24"F TOSSES ❑ IF ❑ ❑ ❑ Al �O Q 11 11 (TYPICAL) -•— FLOOR SYSTEM -- "' --FLOOR SYSTEM— j BEAM DINING CONC, ° ❑ ° ° GATHERING ° ° LANAI LINTEL I I 2 CAR GARAGE KI 6:12 EPEE ! -- - 6:12 arc ` 6:12 I , I I I I I I I I I I I I I I I I I I I � I I I I I UPPER __ VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1602 SQ: FT. / 300 = 5.34 SQ. FT. X 144 = 769 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 384,48 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 14 SQ. FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN, PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, I 6:12 I � I I —1 I s I I I I 6:12 \�1 -------------------- I I�<li I VQ GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ, FT. / 300 =1.76 SQ. FT, TYR X 144 = 254 SQ. IN. OVERHANG I I AT HIP I I y� HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ. IN, (UN.O.) �e I # UPPER 2/3 ROOF VENTS REQUIRED = 1 I I I I 1 I 1 i 1 I I TOTAL SOFFIT VENTILATION NEEDED 5 SQ, FT, ROOF PLAN, AA SCALE: 116" - 1'-0" NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE56 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.G.R - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F$.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" = 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW Is LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SUI;r-ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW 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 A5TM F 2090 PER F$-C.R. - 5TH EDITION (2014) 53122 PLT. HT. m Tr SECOND FF. LINE T.OM. SECTION AA 6 1� LSHINC�LE ROOF /STUCCO FINISH � TEMP. /TEXTURED FINISF47 MAIN FF. LINE GRADE LINE (ASSUMED) SCALE:1/8" = 14" Q6 SHINGLE ROOF PLT. HT. /STUCCO = FINI51� 7 «� * �l T SHINGLE �,/ 12 6 SECOND F.F. IN ROOF 12 --SHINGLE SECOND FF. LINE D LINE _ 8 Q6 ROOF - - — T.O.M. _ 0 /T'XTURED e «� FINISH � - _ _ _ _ MAIN FF. LIN{_ GRADE LINE (ASSUMED) LEFT ELEVATION SCALE:1/8" = 1411 12 12 6�'- /HINGLE Q6 ROOF PLT, HT,_ PLT. HT, _ L STUCCO /'TUCCO /STUCCO FINISH TEMP. FINfsH7 * FINISH] SECOND PP. LINE /( SECOND FF, LINE a, T.O.M.T.O.M. TEXTURED TEXTURED bn FINISH FINISH Q' TEMP. MAIN F.F. LINE _ _ MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/5" = 1411 12 61 12 -SHINGLE Q6 6ROOF _ PLT, HT. - - - - - PLT. HT, _ 0� '' % i y�'�•• e� Z W LL= z 0 �% e /STUCCO -STUCCO /STUCCO 6' 6 12 FINISH F FINISH 7 F FINISH 7 SHINGLE �l �l �! SECOND FR LINE _ _ ROOF SECOND FF, LINE SECOND F.F. LINE T.O.M. --TEXTURED /TEXTURED - /TEXTURED /TEXTURED FINISH, HN16H FINISH FINISH r MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" = 1411 ELE MAIN FF. LINE GRADE LINE (ASSUMED) ATION TRADITIONAL " A 1 X ro r r �1 i� J��0 J co 0) (1) 0 ai 1 N � � i • 10 .I- �� 0- �O IL Ad N L J m p0CCro►: ZccmLd ILIII��OI JOB NUMBER 27002.363 CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 31077 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVFJL EST.1994 HHIM 111 Vortex Englneering, LLC, 607 S Alexander St , Suite 103 Plant City, Rorlda 33563 8137044842 FL# 52683 - COAT# 28035 - Paul D, Kidwell, PE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R501 OF THE FLORIDA BUILDING CODE, RESIDENTIAL Oth EDITION), THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRL65 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. 5EALED FOR 5TRUGTURE ONLY 2582 • TI TLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 3A2. .un BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING 1F' IVIA I tKIAL 1' tK VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN gk BRG. HGT. A. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM \DER 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 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I i EXTERIOR FINISH WATER PROOF CAULKING L3__� � PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST I�1 AND UP WALL BY 6" lo" I WATERPROOF MEMBRANE ° 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sT WEATHER RESISTIVE BARRIER x5 P� SILL PLATE (SEE DETAIL B OO FOR OPTIONS) -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 EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS hyG7411:4N=101010 Lyi1:4►L 13:L101 FLOOR SHEATHING FLASHING. " --2X8 TRIM BOARD I I �1\- I I I I STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, 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 ro rO OLo0 J0 _3cO )cotv Lm "N >>JN L6o. L' Oaf,' 0 0 ° ° -0 0-j co 5� ro� i J m �+ 00 zN20 • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED ml DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FWRlDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVE[L Es r 1994 Fes- 2582 • TITLE • FLASHING DETAILS 3A3 0 SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° 0 SELF -ADHERED FLASHING / / NAILING FLANGE DO NOT FLASH OVER / BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AN UP JAMB 6", USE LIQUID N OR EQUAL WEATHER PRO SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WALL SHEATHING CONT GALV "L" 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) WINDOW UNIT �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in - 3/4"-1"BEAD OF CONSTR. (0.6 cm: 30.5 cm) ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR CEMT. FIN, SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH SUBFLOOOOAR I RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING UNDER RETURN AIL BRAND OF CAULKING i O r D SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZEDASPHAL7 NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING SEE FLASHING SELF -ADHERED FLASHING rl ` FLANGED WINDOW (SEE DETAIL WP01) W OF (, SCORED RELEASE PAPER SELF -ADHERED FLASHING, `'~� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING %��"'" j FLASHING PER MANUFACTURES TEXTURED, PAINTED EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS SPECIFIED (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF :'.•°;:`y;• BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER 61' DIVERTER M FLASHING DRIP EDGE ..., I I" 1. `. FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH " ^' HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING A AAA. CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING--_ 6 TO 12" PER PLAN SPEC'S. ow" 6 E— GALV.'L' FLASHING TYPICAL. ROOFING FELT -`----DRIP EDGE "-"�- FASCIA FIGURE 3: CORNER DETAIL - FLASHING W/ TAR CONT. GALV. "L" FLASHING PER MANUFACTURES SPECIFICATIONS _ \ _ OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR 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 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL 04 SEALANT FLASHING 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 �E CONTRACT RLD TYPICAL ROOF TO oo,� WALL FLASHING DETAIL r o RAKE METAL DRIP EDGE TO BE OVER ""— LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE P////�/ UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL SAVE 7" PIECES TO USE IN 5TH COURSE METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ��FIRST EAVES STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. 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 V IVIIIY i *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST 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 C x r0 _j 0 0 JMI� I °m'Mr°Di rm N N L 0 L: 00 1 « a N C 0 -j C 0 3� CD �g0 � ZN2� JOB NUMBER 27002.363 CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWt,RORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAN4P'A • DEIVVER. EST.1994 25o0L0) • TITLE • FLASHING DETAILS In �I! L— CT1R1 C;AL < "r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER ecr. WEATHERPROOF DUPLEX OUTLET K)ERL GROUND FAULT INTERRUPTER DUPLEX OUTLET Qr_ HALF -SWITCHED DUPLEX OUTLET — — — — — — — — — — F SPECIAL PURPOSE OUTLET =ff DUPLEX OUTLET IN FLOOR I / 0 220 VOLT OUTLET j WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0 RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT I r FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN t EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) O CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CAM MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER -am ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL.) W.P. G.I. c�, ROUGH -IN FOR OPT. CEILING PAN V J c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ___ F_ I I. I - " 13 -b x3 6 A/C I 13 -6" x3 6 A/C GJ ROUGH -IN FOR OPT. CEILING PAN PAD (SEE MEN. PAD (SEE MECH. I I I NOTES- CONTRACTOR CONTRACTOR FOR LOC) I I FOR LOC) 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEI2R<IPTERS (G.F.1) A$ INDICATED L.. — — — J L _ — - J 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 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 ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE APL.I. DEVICE 40 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 GP.C.I. PROTECTED (W-1) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.P.P.A.10, N.E.C. 2011, P.BL.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 CAM MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GATHERING ROOM ROUGH -IN <\ \4� FOR OPT. FANLIGHT </ �. G.C. VERIFY ELECTRICAL �. AND BLOCKING \ LANAI REQUIREMENTS AND UP To HEIGHTS FOR PLASMA TV. FAN/ LIGHT / WALL MOUNT UP TO W.P. AT 8'-8" CAN LIGHTS G.F.I. CM D m ROUGH -IN % FOR OPT. 1 / FAN/LIGHT / I I I J I OWNER'S SUITE l W.P. MAIN DISCONNECT ►R COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CA51-E G.G. VERIFY UNDER CA5INET LIGHTING G.C. VERIFY PERSONALIZED HOME PENT WOOD AND MICROWAVE TECHNOLOGY MICRO TO EXTERIOR outLEr +14°--, OF WINDOWS PENDANT \ (VERIFY LOCATION) DINING 1 ROUGH -IN FOR OPT. FANLIGHT STUDY A/C DISC. TYP. 14 AND M2 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER +6 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. COPE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 0 G.F.I. G.F.I. 50 GAL. � I O W.P. GP.1. FOR T.U.G. SERVICE ELEC. 200 AMP At 48" PANEL IRRIG. a G.C. VERIFY SWITCH 2 CAR GARAGE i i I _ - % FOR DISPOSAL IS ` D'I I / l0, BELOW SINK ,O; iGF.I. At'48" G.I. KITCHEN / G.I. i p Al N2 , UU, FOYER GD OPENER. PENDANT I L-------_..— (VERIFY LOCATION) G,P.I. AT 48II G.P.I. W/ OPT. AT 48" Q I r I I PANEL 22 V. GJ �_ J LAUN, HALF PORCH BATH .I. I --------_.-I -up COACH LIGHT GC. VERIFY LOCATION OF (2) DUPLEX OUTLETS G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY LOCATION FOR CEILING PAN PRE -WIRES COACH LIGHT MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT u x w _ ; JLONO' 0 _co I N 8 0) Sam> > J N LM Lm• QQLM 00 �m n O E C J .-O T Z N lot si • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED vo DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, MORMA 34677 813. 925.1300 = 813.925.1800 FAX W W W DAVISBEWS CAM TAMPA • MENVER. EST.1994 �- 2582 • TITLE • MAIN FLOOR ELEC. PLAN L CTfRICAL <� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET F.". GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WAIL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE KCE66ED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ti EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR @0 SMOKE / CARBON MONO, COMBO DETECTOR I< TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER A- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT, CEILING: FAN ti J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (Gf-I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 411" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISIOK..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 ROOM6, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.1, 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 GP.C.I, PROTECTED W-1) 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY 15UILDNG HAVING A F0561L-FUEL-131,11;NING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR15 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL GARAGE RIGHT 2582 K m w r0 Uotoo i N N ` f]p`LL • 0 0 105.0 o�o Ef N i �J�m C0 �Ih yy� T0 ZN�d' • JOB NUMBER 27002.363 CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED BEBE DESIGN GROUP 150 STATE STREET EAST OLD511MR, FLORWA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMI'A • I?ENVER. EST.1994 �.- • TITLE • UPPER FLOOR ELEC. PLAN PLAN.48 FLOOR TRUSSES ROOF TRUSSES FRAMING {=AFENER CAPACITY LEGEND �j 6IMP50N MTSMI6, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. @ SIMP60N HIO - (8) 8d X 1 1/21' (TYP. SYP FRAME) FRAME TO MASONRY) �2 51MP50N METAIS-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 51MP5ON MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) O5IMP50N M5TAM24 - (S)10d w/ (5)1/4" x 21/4" TITEN (TYP. 1 6IMP50N L5TAI6 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 51MP50N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO IS 51MP5ON HT620 - (24)10d 11/2" or (20)10d (TYP. SYP FRAME TO MA5/FR'I ALL-AROUND) FRAME ALL-AROUND) O61MRSON HETA20 - (9)-10d x 11/2" (TYP, 5YP FRAME TO fro 51MP50N L6TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) ® SIMPSON HTT4 - (1) 5/8" dla. A.B. + 18-16d BOLT IN 6IMP50N SET 1-I (2) SIMP50N MT518 - (14)10d 11/211 AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP, 5YP FRAME TO MASONRY) IS (2) 51MP5ON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME 0 51MP50N MGT - (1) $/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY KO. BLOCK SET IN 51MP50N SET EPDXY. (TYP 2-PLY TRU55 HEEL TO MASONRY) (3%5#) 19) 51MP50N 5T6224 - (28)166 (TYP. FRAME TO FRAME ALL-AROUND) 51MP50N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® 51MP50N M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 6IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 51MP50N LGT3-51)5 2.5 (12)-5051/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU66 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES IMP60N HTT5 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 51MP50N SET qg PDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 6IMP60N HT5MIb - (8)106 w/ (4)1/42114 TITEN (TYP. 5YP FRAME TO MA60NRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 10 6IMP50N 4GT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 SIMPSON M5TCM40 W/ (1416d 5INKER6 AND (10) " x 2 " TITEN INTO MASONRY K.O. BLOCK 12'' (MIN) SET BOLTS IN 51MP50N SET SCREWS EPDXY. (TYP S,Y,P. FRAME TO MASONRY) 2� SIMPSON M6TCM60 W/ (26)-16d SINKERS AND (14)" x 2" TITEN 11 51MP60N HGT-3 (3 ply member) - (2) 3/41DIA. A.B.+ (I6)10d EMBED SCREWS A.B. INTO MA50NRY KO. BLOCK 12'' (MIN) SET BOLTS IN SIMPSON SET EPDXY, (TYP 5.Y.P. FRAME TO MASONRY) NOt I. TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2, CAPACITIES ARE AS PER SIMP50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE516N 516NED AND SEALED BY A FLORIDA REGISTERED PRCFE55IONAL ENGINEER. TRU55 DE5 GN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHEROE: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EAG 5 / (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N HETA20 (32" O.C. AXIS) Wl (9)10d x 1-1/2" (1*6EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,*) (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP60N HIOA W/ (18)10d x 1-1/2" OR 6IMP50N HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UND.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMP50N M5TCM60 MAY BE 51.165TITUTED FOR ANY 1474 CALLOUT WHERE THE M6TCMb0 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY mm�nuir� X co w r0 J0u)O 'wCF3 i n o ao co T O c - v 0 o—' Cp 3 FL lEAdcq 6 00 y� T c(Cn ZN�Ld' • JOB NUMBER 27002.363 • CAD FILE NAME LOT 162 TB ISSUED 11-10-17 REVISED ` 01 it11///�� ' Q;0 :.Yow 5FECIFICATION FOR LEDGE=R5 (THE FOLLOWING SHALL APPLY UNO.) LEDGER A (LA) - 2x4 PT W/ 1/4'' DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 18 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.G. 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 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU58 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 12'' O.G. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 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 SD525600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 6" A.B. AT 12'' O.C. STAGGERED W/ SIMPSON H4 MIN, OR EQUAL AT TOP CHORD BEARING OR SIMP50N HU/HUC410 OR EQUAL AT FACE BEARING AT EA, TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8 DIA. x S 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 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT$16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTa-.-- AT LEDGERS C OR D, HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, SPECTIVELY, U.N.O. TRADITIONAL ELEVATION "A" W/ SECOND SUITE TRUSS STRAPPING PLANS 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St, Suite 103 Plant City, Florida 33563 813 704 4842 FL# 52683 - COA# 28035 - Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO SE IN OOMPLIANGE WITH 5EGTION R301 OF THE FLORIDA BUILDIN6 GODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY • TI TLE • TRUSS STRAPPING PLAN • SHEET • GARAGE RIGHT GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALLY AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED 13Y TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY' TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPEC11=1ED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS a THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN AA TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: •. ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELL$ ARE TO..BE FRAMED 'a 1(o" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/0" TYPE "X" DRYWALL A RAME GAR GALLS TO BE1/2 DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY B LANAI CEILINGS TO BE 1/0" STUCCO OVER 15/32'' OSB, ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R905.2.5.1 • SHINGLE UNDERLAYMENT: MIN 30*` FELT (OR PEAL & STICK) INSTALLED PER MANUFACTURE SPECS * FBCR J05.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN, 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUGH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE ro"Xio"X3/0" STEEL ANGLE W/ 1/2'' DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24'' O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/13" STEEL ANGLE W/ 3/S" DIA, X 4" LAG SCREWS 6 12'' O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED iN ACCORDANCE WITH THE TMS 402/ACI 530/A6CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAF-) FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L.1600 IN THESE AREAS FOR PURPOSES OP BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRIC</STONE 8 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY 5RICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODE5 1 REFERENCES. I.1, FLORIDA BUILDING CODE, IRE5IDENTIAL 5th EDITION. 1.2, AMERICAN CCNCRET{= INSTITUTE OF STRUCTURAL CONCRETE (ACI 318) 1.3. AMERICAN CONCRETE INSTITUTE OF MA5GNRY 5TRICTURE5 (TM5 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY 5TRJCTUiRE5 (TM5 403) 1.4. AMERICAN SOCIETY O= CIVIL ENGINEERS MINIMUM DE516IN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION Cr- STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION, 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD Tf;U55E5 BY THE TIRU55 PLATE INSTITUTE (TPU LATEST EDITION. 1.7, NATIONAL DE56N SPECIFICATION FOR WOOD CONSTRICTION (ND5) LATEST EDITION. I.B. AMERICAN PLYU= A550CIATION DESIGN CON5TRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF 5UR--ACE LIVE: 20 PSF ROOF SURFACE DEAD: 1 PSF FOR SHINGLE OR METAL., 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 FeF 22, FLOOR LOADING: GENERAL LIVE: 40 PSF GENERAL DEAD: B PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PA55ENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROCM5 LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 2.3, OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2A NOTES ALL FOOTNOTES AND LIMITATIONS L15TED IN THE FBCR TABLE R301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 P5F AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECOMMENDATIONS 2.5, WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL 19RIE55URRE 15 A55UMED TO BE 2,000 PSF AS PER TABLE R401.4.1 32, THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DE5161NED FORA MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RE5PON515ILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 8 MINIMUM COMPRESSIVE STRENGTH CF 2500 psi 6 28 DAYS (UXO.). 4.3. REINFORCEMENT RE5AR5 A5TM A615 GRADE 60 (UNO.) 4.4. UELD WIRE FABRIC (WWF A5TM A185) or F115ER MESH PER 45TM C1116 TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 L55 / CU YD) 4.5. LAP SPLICES 4 HOOIG5 SEE TABLE. 5. MA5CNRY: ST TU E 6/1M5 5.1. MASONRY CONSTRICTION 4 MATERIALS 5HALL CONFOI�'1 TO ALL REQUIREh1ENT5 OF, SR�CIFICATION FOR MASONRY RIC RES (ACI 530.I/ASC 602)" PUBLISHED BY THE MA50NRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARE' IIW_3TON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIIR13INIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS O= THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY 5T19UCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQ .11RED BY ENGINEER FOR THI5 PROJECT. 5.2.2. COMPRE561YE STREGGTH REQUIREMENT 15 P'm=1500 P5. 5.2.3. DETERMINATION Cr- COMPRESSIVE 6TREW-3TH 15 THE ALLOWABLE STRESS METHOD. 5.2.4, UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH A5TM C416, GROUT SHALL BE 3000 951 U.N.O. 8 HAVE A SLUMP RANGE OF V-1111 . 5.3, PRODUCTS: 5,3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5,3.2, MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3,3. REINFORCEMENT, PRE -STRESSED TENDONS, 4, METAL ACCESSORIES 5HALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET, 5.3.5. STAINLE55 STEEL 15 NOT APPLICABLE. 5.3b. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE, 53.1. COR;0510N PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3,8. PRE-5TRE551NG ANCHORAGE, COUPLERS, 1 END 5LOCK5 ARE NOT APPLICABLE. 5.3.9, JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLE55 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5A.2. ACCESSORIES ARE NOT APPLICABLE. 5,43. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "FQ'D 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATION5 SHIOUN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISION5 OF TM5 402/ACI 530/ASCE 5. MASONRY GGNTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HO E\ ER ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/67, AND 'MICHIGAN CONTROL JOINT'.. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 645, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 62. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WAW. 63. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TR.I55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. NOT USED 6.3.3. NOT USED 6.3.4. ALL TRI55 BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER 6.3.5, INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE SPACED 0 IV' O.C. 8 SHALL BE S.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING 5.Y.P COMPONENTS, 12 GRADE SHALL BE USED FOR 2X4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE U5ED. ALL 4x MATERIAL MAY BE *2 GRADE UXO. 6.3.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER 6-0 a MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 'a 4'-0 O.C. AS 5H01N IN DRAWINGS. 6.3.9. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES d SHALL BE FASTENED PER P/53. BOTTCM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE 5.YP. TOP PLATE. COLUMNS W/ FACTION LOADS OVER 50000 TO BE CONTINUOUS THRU TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PREE TREATED OR NATURAL DURABLE WOOD, 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 8 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MAR;;�G LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR AF9ROPRIATE APPLICATION. ALL ROO= 51-EATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O,C.). (SEE PLANS FOR SHEATHING THICi NE55.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROCF: SHINGLE OR METAL, 1/16" MIN, THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX SPAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24" MAX SPAN. 6.6.2. WALL: 1/16" MIN, THICK SUPPORTED OVER 24" MAX SPAN. 6.6.3. FLOOR CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOI"MENDATICN5. 6.1. ALL NAILING k BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 5EQUIREMENT5. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED, 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 51MP50N 5TR9,6 TIE GO., USP, OR EQUIVALENT, SUBMIT CUT 5HEET5 FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRE5CRI5ED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM 5-HALL BE INSTALLED PER 15C51 RECOM" IENDATIONS e SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED 5HEATHIW-3 TO ONE SIDE WITH NAILING PATTERN PER '0'/52, ATTACH TO SLAB WITH 1/2" DIA x loll AB. 6 24 O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 0 24" O.C. MAX TO FLOOR TRUSSES OR BLOCKING A5 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 51MP60N HT516 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION e TREATMENT CONTRACT RENEWAL. SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 8 ROOF DOWNSPOUTS SHALL DISCHARGE a LEAST 1'-0 FROM BUILDING SIDEWALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDEWALLB. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERM ITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM (o MIL. VAPOR RETARDER MUST eE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING 5PECIFICATION FOR BUCK ATTACHMENT O OWING 5HALL AfDFLY_G.N_.QV_ • IF ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x • IF 2xK- ATTACH TO MA50NRY w/ 1/4'' x 3" MA50NRY ANCHORS Q 12" O.C, w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMI TATION5 (THE FOLLOWING SHALL A-F-FLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DE51GN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH ED., AND 15 NOT RESPONSIBLE FOR THE DE51GN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING 5HALL APPLY UNA • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE 51DE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5 • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLA55 SHALL HAVE A MINIMUM EMBEDMENT OF 7. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE, SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. SPECIFICATION FOR LANDINI 4 5TAIR CONSTRUCTION (THE I=OLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2X12 *2 SYR • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• -8 MASONRY/CONC. WITH 4" DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.): •• -w WOOD WITH (4) 0.131 X 321" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG). ATTACH FOOT TO FLOOR: of @ CONC. W/ 4" DIA, X 3" TAPCONS Q 12" O.G. of -S WOOD ATTACH W/ 0.131 X 321" NAILS AT B" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• J015TS TO BE 2X8 #2 5YP, MIN. -@ IV' O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X32'" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0,131 X 3"" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGER5 TO BE 2XS WITH: �•• (4) 0.131X3"" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT IV' O.G. MAX. ••• �" X 3" TAPCON5 1D all O.G. STAGGERED e MASONRY/CONCRETE ATTACHMENT. •• 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. • GUARDRAILS 8 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 1 SECTION R312. "FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HA5 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) NOMINAL WIND SPEED (Valt) RISK CATEGORY WIND EXPOSURE INT. PRESSURE COEFF. MAX. MEAN ROOF HEIGHT 141 MPH 109 MPH I I C +/- 0.18 ENCLOSED 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 D15CREPANCIES. 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 IS 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 EXPRF55 APPROVAL OF VORTEX ENGINEERING, LLC 5HAL1- 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 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY . W V * 4C o °Eaa Lu I- " °Q �¢ o nos o (Y Q ¢ Lu �oij9 Q o Q ¢U l(i mm . - m Lu DATE 00-3047 SCALE NOTED DRAWN MK/PDK JOB - content: 115tructural Notes, Sheet number: Ill 141-50 No PRE- ENGINEERED WOOD 12 TRUSSES 6 24" O/C 5EE ELEV. UPLIFT CONNECTOR (SEE TRU58 SHEET FOR SCHEDULE) SIMPSON 5P2 EA.5TUD 7/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 10" MIN. K.O. GMU BOND BEAM EMBED ACI •. 5TD. HOOK IN ' BOND BM, 15 BAR VERTICAL WALL REINF. }: I •. GROUT CELLS 50LID SEE PLAN FOR LOCATIONS • S DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. ,4 CLEAN OUT EMBED ACI 0'-0" FINISHED 5TD. HOOK IN a ,° ,. , Ir FLOOR FOOTING , re•' .y ; .:.... 2X4 PT STUDS 6 16" O.G. OR ,. �� , CRICKET AS FOOTING SEE FOUNDATION V 0M"4lp1=.:3 2--311//u2 �, ad .I I e / /$. 4,11it' 5=2-1/22" Gq p • q '° �p1 • d '° °\1 d ° I a A I \, ° II LAP SPLICE EMBEDDED STD. 900 HOOK STD, 1800 HOOK LIFT) (I)2X4 PT STUD 9 24" O.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 _- SIMPSON 51=I @ EA. STUD , MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2'' DIA.x6" A.B. 6 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) 51MP50N META20 6 EA.5TUD M015TURE BARRIER 8"X8"X16" K.O. BLOCK W/I #5 CON (I1*5 VERT. IN CONC.FILLED CELL FILLED W1250D P51 GROUT W/ 5TD, 90' HOOK IN K.O. BLOCK PATCHING LEGEND NOTE': AT 2x6 WALLS USE 5PH6 FLOOR INTOODBLILS ® INTERIOR LOAD BEARING WALL (W/ U CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x5 WALLS CONNECTORS ORS N SE LIEUOF F Kneewall Above S-1 Masonry Wall Detail SCALE: NTS REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 'I 11G1 licit DII 11 1IBII 1 "3 I i 8 41 2 1/4" 4I 18 04 2 1/2 5 5/8 9 1/2 20 3" 5 5/8 12 1/2 24 #5 3 1/5 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 -I/16 18 1/2 36 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/I6 21 3/4 42 r8 - - - - 8" 1125 24 3/4 48 _ g" 121a6 26 54 0 - 10" 14.06 31 60 - 11" 15,46 1 341/4 66 ` PLAN FOR 51ZES 4 MORE INFO. 41....da rL-'�Masonry Wall Reinforced Cell Detail $-� SCALE: NTS 10" MIN. &0 K.O. CUM BOND BEAM - - w/ I- S BAR CONT. 4 PRE-1=NGINEERED CONC. LINTEL --- -- ----'- w/1-05BAR CONT. EMBED ACI 5TD. HOOK IN S BAR VERTICAL WALL REINF. BOND BM, GROUT CELLS SOLID SEE PLAN TRU55 TOP PLATE P 5PH4 CONNECTOR5 SHOWN. FOR LOCATIONS BRG• TRU55 BRG. FOR WALLS LARGER THAN I Rebar Lap, Embedment & Hook Schedule II JII BOLT W/ NUT 4 WASHER (REFER TO SEE PLAN SEUSE 51MP50N 5P15 ON E PLAN EACH 51DE OF STUD TO S 1 SCALE: NTS NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION HATCHINGLEGEND REGARDLESS 5P2'S ON EACH SIDE OF, VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE') a5 DOWELS SEE PLAN FOR NOTE: STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. STUD STUD TO TOP PLATES. TO TOP PLATE U.N.O." REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALL5 USE 5PH6 LOCATION LAP 25" MIN. ' INTERIOR LOAD (SEE PLAN FOR BEARING WALL SIZE) SYP 2x4 MIN. PLANS, WALLS THAT SUPPORT w/ SIMP50N 5PH4 w/ 12-10d NAILS SEE TRU55 SHEET FOR CELLS SOLID a. NOTE: UPLIFT CONNECTOR (SEE TRU55 SHEET CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. EMBED ACI ''• CLEAN OUT STD. HOOK IN (W/O UPLIFT) STUDS 16" O/C ROOF TRUSSES EITHER ADDITIONAL STRAPPING COLUMNS e a "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) AT 2x8 WALLS USE 5PH8 - CONNECTORS IN LIEU OF FOOTING DIRECTLY OR INDIRECTLY GARAGE TO STUD BEARING WALL (SEE SPECIFICATIONS JAMB SHALL BE 2x6 MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE 5PH4 CONNECTORS SHOWN. (I) SIMPSON SPH4 WK12) 10d FOR WALLS LARGER THAN m'-0" FINISHED a °' <. •''• FLOOR . ••" °: GARAGE TO ARE TO BE HOUSE WALLS, INSULATE PER PLAN FOR SIZE) SYP 2x4 MIN. STUDS 6 16 O/C MASONRY/CONCRETE w/ 1/2" DIA. x 8" A.B. AT 24" O.G. STARTING 9" MAX. COMMON NAILS EA.5TUD 2x8, USE SIMPSON SPl'S ON . '• r°• ' ' FOOTING SEE FOUNDATION PLAN •` • ..:. ,. 1/2" DIA. x 8" HOUSE WALLS, " TITEN HD 48 INSULATE PER BUILT AS BEARING WALL CALCST5PEC5 I/2 DIA. x 8 TITEN HD 24 TRACK/BRACKET FASTEN PER MANUF. FROM THE SLAB, USE 2 DIA. WASHERS I/2" GYP. BOARD I. EACH SIDE OF STUD TD 1/2 GYP. BOARD BOTTOM PLATE 51MPSON 4::'•..•°,:: ; . ,; •, . q. '.: ,.. a • . FOR SIXES MORE INFO, '. •° ': °: , •., O.C. MAX (SEE CALCS/SPECS W/UPLIFT O.C. FOR A MAX. UPLIFT OF 1500 LBS. ON EACH TRUSS SPECS. MIN. AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY 5P2'S ON EACH SIDE OF 2X S.Y.P. 15TUD5 � 16 O.C. STUD TO TOP PLATES. .. �� •; ,«.'. ,' , '. . � • FOUNDATION PLAN FOR (I) 51MPSON 5PH4 w/ 12-10d NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER, THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. "J" U.N.O. •,°• LOCATION OR LOCATION STUD (STRAP TRUSS PAGE FOR LOCATION OR EXCEPTIONS) G Gara a Door Attachment ARE MIN, STANDARDS, MORE STRINGENT Detail CRITERIA PROVIDED BY THE GARAGE BOLTS 4 WASHERS -s 2'-0" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALCS,/SPECS. N Masonr Column Lanai/EntryDetail 5) PT BOTTOM PLATE NEEDED ONLY W/ROOF UPLIFT) PT BOTTOM PLATE S POOR MANUFACTURER SHALL SCALE: NTS CONTROL. U.N.O." (REFER TO FND 4 FLR PLN FOR WALL THICKNESS) CONT. 2X PT SOLE PLATE S-1 SCALE: NTs OI-OII a' • :m a' .' .'� .' ° - 4 m p $ 0'-0° ,I - 4"GONG. SLAB. SEE (1) SIMPSON 5PH4 W/(12) 10d COMMON NAILS EA. STUD pgL 51P TOP PLATE z "5 BAR TRANSITION I ° -i FOOTING SEE I_ _ I I_ - i FOOTING SEE FOR WOOD FRAME WALL TO .' : .., FOUND. PLAN FOR Q STEEL ACI 5TD. r ; , ....,.: ' ., " HOOK (TYP) ,- - FOUNDATION PLAN FOR 1= — - FOUNDATION PLAN -III-III- MASONRY ATTACHMENTS THAT MORE INFO. C KB�AMMU BOND SIZES 4 MORE INFO. FOR SIXES 4 MORE OCCUR 6 A LINTEL USE 1/2" x 6" 5P4 0 TOP EL V 0'-0" TOP OF SLAB :•.. �, Load Brn Interior Stud Part. Detail � Load Brn INFO. Interior Stud Part. Detail THREADED ROD SET IN SIMPSON SET EPDXY. d 0 } ° 4 s S-1 Without Uplift $-'I SCALE: NTS With Uplift p SCALE: NTS 2 X 5.Y.P. STUDS 6 16" D.G. - U.N.D. � - } , w FOOTING SEE .,,, .. +. ° ' ;,� �.�� � :•-:`.�. • SEE FOUND. PLAN :.° ; � s • ; ,... VERT, WALL REINF. ` LOAD BEARING OR w FOUNDATION PLAN FOR •' .. N SIXES MORE INFO. ` CLEAN d COMPACTED SOIL. . ' ' •,, ',` TILE ROOF - SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD lg5°r, MODIFIED PROCTOR PER A5TM D1557) a5 BAR TRANSITION STEEL ACI N51 R MORE INFO. FASTENING TO BE AS FACTURERS SPECIFICATIONS. 12 SEE TRUSS 24" O.C. 8 C. M. U. Cara a Wall Section Brn Wall HOOK (TYP) .. ' , 1! TOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR TIME OF F (7YP) ELEV.10'' R-38 INSULATION OR PER ENERGY GALC5. x 1/2" DIA. "J" BOLTS 8 WASHERS 6 1 X P.T,STUp S 1 W/ Uplift SCALE:NTS r ' A+• N. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) t 05 VERT. IN FILLED •.. ;." MENT TO COMPLY WITH FBGR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL , TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR p Masonr Transition Detail NOTE: ELEVATION VARIES BRNG WALL *� TITEN HD TRUSS NTOODBAILS S 1 SCALE: NTS REGARDLESS OF ANY OTHER NOTE, ALL BRG. SYP LUMBER TO BE I OR BETTER :„ TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FASCIA LE55 THAN 5'-0" WALL IS INTERIOR DBL, TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING TYP. SEE NOTE ON N-1 :. COMPLY WITH FBCR 302.1. SEE ELEVATION PAGES FOR UPLIFT. 24" O.C. IF ' .; . ' EXTERIOR FIN15H 1/2" GYP. BOARD d PAGE FOR GARAGE ` SOFFIT/FA5CIA DETAIL WITH UPLIFT. ' . •..' (SEE ELEVATIONS SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD CELL TO BE FULLY APPLICATIONrill VARIES SEE ROOF PLAN .,^ '"�`^•�.�"`.�� b p -° a .n _�. '.'-...•'--,>' b b : GRADE DIA. IIJII BOLT5 8 WASHERS e 4'-0" O.G. GROUTED. ° ° Ix2 PT NAILER 8 x8 K.O. CMU BOND BM. w/ I - 'I5 BAR s• ' •e n ' , a ab (U SIMPSON 5PH4 .. m '� ' ~ — — p b • — _ (MAX.)CENTERED ON WALL. (REFER TO FND 2X 5.Y.P. #I STUDS 16"O.G. DRILL 4 EPDXY NOTE: II 1/2 DRYWALL CONT. (MIN LAP = 25) GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. TYP. ,' 4 b' .' ;. ; " .�. ;; .e ; - : �� b • ^ '' — — FLR PLN FOR WALL INSULATION OR PER ENERGY INTO LINTEL/BOND OR CIP BEAM ° • MISSING DOWELS: WHERE FOOTING , p^ , , b THICKNESS) CALCS./5PEC5. ABOVE WITH I I DOES R PLACED INCORRECTLY VERT. WALL REINF. EMBED ACI 5TD. HOOK 8"x8" PRECAST CONCRETE LINTEL WINDOW OPENINGS SEE PLR PLN A ' b b "° ' ° ' — — — — b " — CONT. 2X PT 50LE PLATE MINIMUM ° OR M15TAKENLY ELIMINATED, REPLACE EMBEDMENT OF 5'' DOWEL AT PROPER LOCATION W/ IN BOND BM, S BAR FOR LINTEL SCHEDULE FOOTING SEE FOUNDATION PLAN FOR — b a. _— _ p — _ 4 CONG. SLAB. SEE FOUND. PLAN USE SIMPSON SET GRADE 60 "`5 BAR. INSTALL IN SLAB HIGH STRENGTH W/ 5" MINIMUM EMBEDMENT, USE PRECAST CONC SILL SIXES 4 MORE INFO. — — — = T — — _— 1 FOR MORE INFO. EPDXY J SIMP50N SET EPDXY, MAXIMUM OF 3 CURTAIN NAILER PT I— _ _— _ _ _ _ - _ „ EL V 0 -0 TOP OF 5LAB IN A ROW/OR 10 TOTAL ON A lx4 WINDOWS S.G.D. —1 i I- ..� .�:°.. '. '.' •' :' ''. ': i.• , • r; •"..,.•: .ya �,': ,. d PROJECT WITHOUT WRITTEN APPROVAL. *5 BAR VERT. WALL REINF. CONT. TO BOND BEAM. EMBED ACI 5TD. HOOK IN AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS - - - --'--•'',"°, ' �• . • : ,' `'V",gym, ,. .:; . • MISSING T U55 ANCHO 5: TRUSSES °' R R :' WHICH ARE PLACED GH THAT AN WINDOW W/ SCREEN (WHERE APPLICABLE) 6" BOND BEAM. GROUT CELLS SOLID. USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE w SEE FOUND. PLAN ` EMBEDMENT ANCHOR IS MISPLACED 2x8, USE 51MP50N 5P1'S ON EACH 51DE OF STUD EACH SIDE OF STUD TO TOP PLATE5. U.N-0." TO BOTTOM PLATE 4 5IMP50N 5P2'5 ON FOUNDATION PLAN w FOR SIXES 8 MORE `� : « " ' ': DRILL 8 EPDXY 6 . . MINIMUM EMBEDMENT >u OR MISSING MAY BE FASTENED TO THE MASONRY USING lx2 PT FIR STRIP 24" O.C. 8"x16" C.M.U. PER A5TM C-90 (TYP.) FM--nOO P.S.I. (MIN.) W/ TYPE M OR INFO. .' CLEAN a COMPACTED SOIL. _ : (135% MODIFIED PROCTOR PER A5TM D155U I u BOND BEAM ONE 5 51MP50N SET 51MP50N HT5M16, MAX. CAP 15 1115 EPDXY I I � 5 MORTAR PER A5TM C-270 �+ Gara a Wall Section Brn Wall MAXIMUM OF 5 IN A ROW 4 10 TOTAL a WITHOUT WRITTEN APPROVAL. Ix4 PT BASE NAILER K INSUL. PER CALCS. SPECS I/2" DIA x 6" TITEN HD 6 24'' 51MP50N N3 w/ 8-Sd NAILS FASTEN TO TOP 4 S-1 W/O Uplift SCALE: NTS � EXISTING MASONRY SEE O.C. 6 BOND BEAM OR ° FOUND. PLANE HBORIX. BLOCKING 481I 5LAB ELEY 0 -0 TOP OF SLAB - ^ REINFORCED CELL O.C.1/2" GYP. BOARD � 5T D3 FOOTING SEE FOUNDATION PLAN FOR - °' 2x4 PT PLATE SECURE PLATE lU/ 24 SIXES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR 5/8" CEMENTITIOU5 FINISH PER `-" ACTUATED PINS f PER T ical Ext. Mason Wall Section FBGR 703.6 48" O.C.OR EQUAL c5Pc5. Q TYP. Retrofit Vert. Dowel Detail p S SCALE: NTS CONT. 2X PT 50LE S 1 SCALE: NTS 4"CONG. SLAB. SEE PLATE FOUND. PLAN FOR GMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. EL V 0'-0" TOP OF SLAB PLAN Q TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION O THE GENERAL PLACEMENT REQUIREMENTS:SEE lei «: - FOR ADDITIONAL/ALTERNATE 1• 5/8 DIAMETER x 6 EMBEDMENT 51MP50N TITEN HD ANCHOR5 5LACED A MAXIMUM OF 24 O.C. w - -IV w •; • ..-�� , "S VERT. CORNER -' CELL FILLED W/ ' PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `� i SEE FOUND. PLAN N CONCRETE FOOTING SEE CAULKED JOINT W/ 3/8" BACKER BAR AT MAX. VERTICAL REINFORCING (SEE FOR B CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK " 1. 5/8 DIAMETER x 6 EMBEDMENT SIMPSON TITEN Hp ANCHORS SPACED A MAXIMUM OF 48 O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 46" O.C. IF RE515TING GRAVITY FOUNDATION PLAN FOR SIXES 4 MORE INFO. CLEAN e COMPACTED SOIL: (S% MODIFIED PROCTOR PER ASTM D1551) PLAN 5IZE LOCATION) LOADS 15 LAP �5 EXPOSED FACE CONT. M Gara a Wall Section Non-Brn 25�' LAP Exam le CMU Wall p Control Joint Detail H Wood Frame To Masonry Attachment Detail S� SCALE:NTS Corner ContinuityDetail E $-, SCALE: N.T.S. S 1 B rn g Wall Only SCALE: NTS R S-'I SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANOE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING; LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE59 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY s P o. sw s • i (,� O F— i w z I O qu;iE E< Cv R w � QL J � v LU ct LL1INN <SE � N INN OWIN WN lag CXD ti- 0 U, 0 0 LLI DATE i�i8-3P-1i SCALE NOTED DRAWN 11K4=47K JOB - Sheet content: Structural Details Sheet number: 51 SEE TRU55 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) 5TRAP FASTEN EA. STUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGE5 w/ (3) 16d TOENAILS EA, END 51MP50N BPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. 12) SIMPSON 5P4 w/ 6-10dx1 1/2 NAILS EA, STUD I I �IPA, INSTALL 1/2 X 6 THREADED ROD IN 51MP50N SET EPDXY 6 2'-0" O.C. (MAX) CENTERED ON I--� WALL. CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM B MORE INFO. PLATE - 8_2 SCALE:NTS 2X BEARING WALL W/ STUDS Is 16" O.C. PR RE-ENGINEE 7/16 APA RATED FLOOR TRUSS— WOOD SHEATHING 2x6 SOLID BLOCKING W1 3-0.131 x 3 1/2" TOENAILS 0 EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS SIMPSON C516 EA. STUD TO BASE OF 2X4 RIBBON BELOW SIMP6HETA2 0 ~'' REFER TO TYPICAL 2-5TORY WALL HEtA20 SECTION FOR INFORMATION NOT CMU WALL SHOWN Cantilevered Floor Truss Over Wall SCALE: NTS 2X4 GRO55 --- -� BRACING 6 40" O.C. ON TOP OF RAT RUNS FOR 4 2X4 RAT RUN TRU55 SPANS BRACING a 40, O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS WOOD TRUSSES --� SPANS ATTACHED W/ 2X4 BLOCKING 6-- 3-0.131 x 3 1/2" 24'' O/C W/ 3-0,131 x R.5. -S EA. TRU55 3 JOINT TOENAILS 3 EA. .: �2'1,HIGH STRENGTH OR 5/8" GYP. MA50NRY WALL HETA 12 24"O.C. 2x FRAME WALL --' DORMER ROOF BY TRU55 MANUF, OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS s EACH END 51MP5ON MT518 EACH TRUSS U U LSIMP50N L5TAI2 s EACH V STUD OR EQUIV. ROOF TRUSS BY ROOF TRUSS MANUF. TYP. LOAD BEARING WALL CON5T. 2"x4" m 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLTJ ormer Knee Wall Attachment Detail $-2 SCALE: NTS 2x8 LEDGER W/ 2x8 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAILS e R.S. NAILS EACH 5TUD5 EXTEND PA� EACH STUDS [7P FLOOR TRUSSES PRE-ENG. WOOD FLOOR TRUSSES HANGER TO PRE-ENG. BE 51MP50N PRE-ENGINEERED WOOD ROOF WOU55E5 WOOD ROOF LU5, L5U, OR TRUSSES L55U MIN. PLYWOOD TO 2x8 LEDGER W/ INTERIOR EXTEND TO 4-0.131 x 3 1/2" R.S. BOTTOM OF WALL AREA NAILS .9 EACH FLOOR TRUSS 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 I/2" WITH TRUSS R.S. NAILS LAYOUT EACH 5TUD5 LOCATION) 5PH(o CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS 16d 6 6" O.C.- LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF POCKET STUD TO BOTTOM SLIDING PLATE 4 SIMPSON DOOR, 5P2'S ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." FOOTING SEE FOUNDATION WITH FLOOR TRUSS WITH -OUT FLOOR TRU55 rGT ical Ledger Detail S_2 SCALE: NTS HANGER TO BE SIMP5ON LU5, L5U, OR L55U MIN, INTERIOR AREA SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET FOR 5 FOR STRAPPING � II►I���I���1���I1•i�l�i� . - , �� III�I�I�i� '0 :• __' 114"X 3 1/2" - -� MA50NRY SCREW PRECAST 8" O.C. 0.131 x 3 I/2 CONCRETE 6 4" O.C. LINTEL. SEE FLOOR PLAN POCKET —� FOR MORE INFO. SLIDING DOOR, RE -ENGINEERED OOF TRUSS. RECAST ONCRETE -INTEL. SEE "LOOR PLAN =0R MORE INFO. NOTE: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, #1 GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *Z11 GRADE. " PLAN FOR SIZES 4 MORE 4"GONG, SLAB. SEE FOUND. PLAN SIZES FOR 4 MORE U.N.O. 4"GONG. SLAB. INFO. PLAN INFO, SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" GONG. SLAB ° ° SLAB a •d MIITR RE -ENGINEERED - as • -' ° .. FLOOR TRUSS a a CMU Lintel Pkt. Slider Detail r, Wood Frame Pkt. Slider Detail H S.2 SCALE: NTS S-2 SCALE: NTS BEE FLR PLN FOR HDR. 51ZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER 51MP60N SPH4 w/ o-10d 4 WHERE THE HEADER IS NOT FULL 5'-0" (U SIMPSON C516 OR (1) NAILS EACH 1(o" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING 9 16" O.C. RIPPED DOWN IMP50N HT516 9 CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO EA. TRU55 NAILS EA. 51DE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF STUDS) (U.N.0) THE 5PH CONNECTORS ABOVE THE TTP. LOAF HEADER 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE BEARING WALL UINPLIFT N STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER ------ LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 V-0" USE (2) SIMPSON CS16 IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) — - SIMPSON C516 IN AN 5PH CONFIGURATION. ATTACH PAD BLOCKING "2x " KING STUD w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. U.N.O." S ECIFICATION FOR KINGS 4 CRIPPLES WHEN NECE56ARY TO MAINTAIN PROPER (I�€�€OC�U�IT-SHALL APPLY U N 0) CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING -a 48" O.G. ON TOP CRIPPLE 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE HEADER OR BOTH OF THE TOP PLATES IS FASTEN WALL ELIMINATED TO MAINTAIN THE FULL m OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING 3" DEPTH HEADER SPECIFIED IN THE PLAN O.C. ALL AROUND CHORD FOR 4 WIDTH, (2) CRIPPLES 4 lU KING 15 REQUIRED ON EACH 51DE OF THE SET IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER TRUSS SPANS HEADER. WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 2-16d 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE SPH4 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 TRUSS CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. LOU H (ON SECOND FG F R RO HEADER SIMPSON A34 OPENINGS UNDO ONLY (1) BIMPBON CONNECTOR SPAN FLOOR Y . TO W/4-56 X 1 1/21' (ON CONC: SLAB) SIMPSON HTT4 5LCCSI(o BLOCKING/RUNNERB BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET 4 4-06 X 1 1/2'' EPDXY 4 (IS) 16d NAILS FLOOR) OOR�ODNYROUGH)SIMPSON INTO TOP PLATE AT INTERIOR LOAD BEARING HTT4 oPErSiING8N0 W/ (1) /8 L THREAD ROD SET IN WALLS WITH NO UPLIFT, STRAPPING MAY BE SIMPSON BET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLE56 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. BLOCK SET OR SIMPSON MSTCM60 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW ation T Header Detail . SCALE: NTS S-2 SCALE: NTS SIMPSON 435 ANGLE W/ 12-8dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS—� SIMPSON 5PH4 EA. STUD PRE-ENGINEERED — FLOOR JOIST REFER TO TYPICAL 2-5TORE 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 s 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5 OPENINGS, 2X MEMBERS ATTACHED- W/SIMP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH CEILING BOARD PER BUCK TO CMU/ WOOD ARGH. PLANS FRAMING. IF 2X THEN ATTACH TO 2X BUCK. NOTE: "AT 2x6 WALLS USE 5PH6 HT516 W/ 16-10d EA, TRUSS TO 2X4 BLOCKING w/ 3-0.131 x 3 1/2" R.S. BOTTOM PLATE TOENAILS CONNECTORS 1N LIEU OF HANGER PER TRUSS MANUFACTURER PRE-ENGINEERED GIRDER SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 IF 2X ATTACH TO CMU. CONNECTORS IN LIEU OF w/ 1/4"x 3" TAPCONS 6 Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6" FROM END OF BUCK, K S-2 2x8, USE 5IMP50N 5PI'S ON (TYP. ALL WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 SIMPSON 5P2'S ON EACH 50E OF STUD TO TOP PLATES. U.N.O." ©'y1L111 �1013a 2x8 PT VERTICAL (ABV.) 6 WALL TO BE ATTACHED WITH 1/2"ANCHOR BOLT 6 24'' O.C. TYP, Ix4 PT VERTICAL (BELOW) ,@ WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON s 12'' O.G. OR PER MANUFACT. SPECS. L Non-Brn . Mitered Glass Framing 9 Detail S-2 1 SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS a EA. G NAIL PECS ''J'' BOLT SEFLAGF-IENT C,44fiRT: • THE FOLLOWING "J" BOLTS CAN BE REPLACED UUITH THE CORRESPONDING BOLTS. THE REVERSE 15 NOT APPLICABLE. FOR FRAME TO SLAB 41=PLIC,4TION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. BU55TITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x (o 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2'' x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED F X Q Y L_ %DF L L L 51MP50N A35 ALL 2XTO2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP5ON A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT @ Ilk TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH USE DIRECT ATTACHMENT TO CMU/JOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. eneral Irregular Window Attachment 2X 5UCK5 ATTACHED W/- 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5, OPENINGS. 2X MEMBERS ATTACHED— W/51MP6ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. 51MP50N A35 --� NAILED TO 2X OR 5MS TO MULLION BY MANUFACTURER. IF 1X THEN ATTACH WINDOW T TO CMU/ WOOD HROUGH BUCK FRAMING. IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4"x 3'' TAPCONS 6 12" O.C. W/MAX. 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) EDGES (SEAMS SHEATH BLOCKI FOR WA PANEL SHEATH FOR RC TONGUE GROOV FLOOR` SCALE: NTS F 7 F SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S 5PECIFICATION6 WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER 5PEC-5 GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 6 TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 3 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 6 EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. -SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. -FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. Ill FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR, SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. -FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/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. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. ularity Width Less Than Window Width Attachment TYPICAL NAILING 6CI4 DULE HIGH WIND NAIL 5N ATHIN BOUNDARY EIDGE PI " R RING 5HANK 1/16" 4" 6" 6" " COMMON COMMON 1/16" 3" 4" 6" DO COMMON 3/4" TG 6" 6" 12' ALL 5HEATHING APA APPROVED, EXTERIOR GRADE, FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) SCALE: NTS BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END I TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. �w 1211 OR LE55 USE LUMBER ONLY BLOCKING 2 "x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE R102.3B IN THE FLORIDA BUILDING GODE IF RESIDENTIAL, AND SECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFICATION5 IF MORE STRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLAN5 5ET. o Typical Nailing Schedules Floor, Roof, Wall G-9 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIE5 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 CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THE5E 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 CONDITION5. REVISIONS BY IE •- Q o 0 �o~a~ 4 �< n�� R 1 z Q < z Q SCE O Q -5 � �, H o �Qs6 _ LU --- Jw z � il--- ::3 7 LU DATE P�s_3Qi-l7 SCALE NOTED DRAWN MK/POK JOB _ Sheet content: Structural Detaile Sheet number: 52 '- - _:,- _.. .,.�--.-.�..:..-.�.-.. __.�._.___�.__.___ ...w..,,„,--_ mow•'.."'" 1 III`III 1wl 1 %41 YW.IJI 1/6 I III\II 11 1 1 /\-I' II�NVV PER JOINT BRACING A Truss Bracing Overlap Detail S S SCALE:NTS DBL TOP PLATE WALL 5HEAT14ING NAILED PER '0'15-2 2x4 WE) CONST.� Q 16" O.G. 2x6 60LE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION w/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/41' x 5" WOOD SCREWS 4" SEE FLOOR PLAN FOR LENGTH 4 WIDTH �FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.S. NAILS s 1211 O.C. ALL-AROUND DBL 2X4 PLATE CONT. o 6 8'-0" (MAX.) W/ 51MP50N HT520 -a 3211 O.C. OR CS16 TO ALIGNING In STUDS BELOW \ C5 16 TOP , / CHORD TO CHIMNEY CORNER LASHING ALL-AROUND SADDLE ROOF ELEMENT O.C. ALL-AROUND L TOP SH ORD 4EN0 . 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING NAILS � CH ENE) x 3 1/2 B Fire lace Chase Detail S 3 SCALE:NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRU55--\ rUN.O. SEDULE TABLE FOR ATTACHMENT. ENGINEERING 1'-0" M4� APA RATED SHEATHING. SE� NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER / (1) SIMP50N L5TA12 STRAP 40" O.G. HETA 20 6 48" O.C:,—/ ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL W/(I) *5 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED TRUSSES 'I 24" O.C. 0 I SEE DETAIL A ON THIS SHEET (TYP) 2x4 BLOCKING 1/2" CEILING GYP BD W/ '». ATTACHED W/ (2) 5d COOLER NAILS 1" 0.131 x 3 1/2" R.S. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM MASONRY WALL) 1/2" GYP BD FLAT OR CATHEDRAL ;�. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48'' O.C. TYP. able Section - For Gable Less Than 4'-0" High SCALE:NTS APA RATED --. SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48" O.C. (1) SIMPSON LTAI -' 46" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL - W/O) 05 REBAR CONT. IN KNOCKOUT COURSE 4 13,4Y OR 8'-011 M/N. LTRUSS ` 2x4 BLOCKING (1) SIMP50N L5TA12 1/2" CEILING GYP BD W/ 5d BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA CHORD 1/2'' TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM EACH END, .5 (0 O.C. MASONRY WALL) UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4 A ALL BLOCKING TO BE REPEATE FLAT OR CATHEDRAL D 48" O.C. TYP. &xpanded Blocking Information Diagram SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (U.N.O.) 2x4 "T" BRACE PREFAB ROOF OR L5TA12 TRUSSES000 2411 S.C. PRE-ENG WOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH 51DE 2x4 COLLAR TIE MID -HEIGHT s RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 9 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH A5 ENTRYWAYS 4 PORCHE5 p E '-�" �'-�I E5: ° 2x4 BLOCKING ATTACHED I/2" CEILING GYP Bp w/ 5d 1. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 24" O.C. MAX. SECTION SIZE SHALL w/ (2) 0.131 x 3 1/2" TOENAILS COOLER NAILS '7" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 OR 8 FEET FROM MA50NRY WALL) 4'-0'' TO 8'-0" ---- 2X6 15'-0" TO I6-0" ---- 2XI2 8'-0" TO 12'-0" ---- 2X8 Gable Diaphragm Side Wall F 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) S-3 (For Illustration Only) SCALE:NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SEE NAILING —tN4A' A RATED SHEATHING. SEE 5IMP50N M5TA24 TENSION STRAPS -m EACH TRU56 USING (14) 106 NAILS. INSTALL THE SCHEDULE TABLEILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING - EACH SIDE OF TRU56 4 THREADING FOR ATTACHMENTSTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS f THE U-5HAPED STRAP FROM BOTTOM OF TRU56 TOP CHORD TO TOP OF CLEAT. INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 6IMP50N HT520 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x67 RAFTERS WITH SPANS OF 4'-0" OR GREATER, 2x6 RAFTERS W/ SPANS LE55 THAN 4'-O" APA RATED SHEATHING. �, �, RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT Wl (8) 106 NAILS. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. TRUSSES 24 O.C. 5. SECURE RAFTERS TO RIDGE BEAM U51NG SIMPSON LSSU210 SLOPING HANGER W/ (10) 10d U.N.O. /2" CEILING GYP BD W/ 501 NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2'' NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d COOLER NAILS 1" O.C. EQUAL, RESPECTIVELY FOR 2XIO RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE LSU26 W/ (6) led 4 (5) 10d x 1 1/2" FOR 2x(o RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x(o RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (I) $IMPSON L5TA12 BEAM W/ (8) 10d NAILS. STRAP 48" O.G. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. 48'' O.G. ATTACHED TO BOTTOM CHORD OF EXPANDED 0.131 x 3 1/2 TOENAILS EACH END, GABLE BLOCKING DETAIL (TYP) UNO. Valle Set Attachment Detail a: FLAT OR CATHEDRAL 8-3 SCALE: NTS 8" MASONRY WALL W/(U *5 I/2 GYP BD REBAR CONT. IN KNOCKOUT COURSE NOTE: GRO55 BRACING 4 ALL BLOCKING TO BE INSTALL SIMPSON LU524 REPEATED 48" O.G. 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 S 3 SCALE:NTS SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME OF CEILING WITH ATTACHMENTS 4-0.131 x 3 1/2" NAILS / TO EA. STUD ALL M. 2x4 DIAGONAL AROUND PERIMETER. ATTACHED W/(4) 0.131 x APA RATED L 1'-0" 3 1/2" NAILS Is SHEATHING. BEE M4X INTERSECTING NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LBTA12 1/2" CEILING GYP BD W/ EACH END of °L° OR EQUAL, APHRAGMC T . Frame Down CI . Entry BRAGS AREA (4 BAY OR 8 ft S 3 SCALE:NTS FROM MA50NRY WALL) 2x4, 2x(o, OR 2x8 B.Y.P. 01 e 161' O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED SIZING OF STUDS TRUSSES 6 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING' ALL (I) 51MPBON HIOA OR HT516 SHEATHING BEAMS, USE EDGE NAILING SCHEDULE. NOTE: OR055 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" S.C. TYP. S S SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES, (AS REQUIRED BY HIB-9U UNBRACE WALL HEIGHT 02 $YP 8'-0" 2x4 Q 16" o.c. 8'-8" 2x4 6 IV' o.c. 9'-0" 2x4 -s 16" O.C. 9'-4" 2x4 ,@ 16" O.C. 10'-0" 2x(o 6 16" oz. APA RATED SHEATHING. SEE NAILING N 141 mph MAX., Exp. C. Enclosed, SCHEDULE TABLE FOR ATTACHMENT. S-3 U.N.O. OMPRE55ION WBB O° SLOPING OR WHEN TRU55 4 STUD ARE— , 6 VERTICAL ALIGNED SIMPSON TW15T STRAP TYPE CONNECTOR (HT5/MT5) MAY BE ONTINUOU5 PERMANENT LATERAL NAILED TO TRUSS 4 STUD BRACE ICLB) BELOW, NO 6PH4 15 NEEDED -, THIS STUD. NOTE: "AT 2x(o WALLS USE 5PH6 1/2'' CEILING ERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF GYPSUM BD NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT 4 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 SHOULD BE REPEATED CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS 5HSWN, FOR WALLS LARGER THAN lx4 MIN. BRACING W/(3) 0,131 x 2x8, USE SIMPSON 5P115 ON 3 1/2'' NAILS '" INTERSECTING EACH SIDE OF STUD TO WE55 BOTTOM PLATE 4 51MP60N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATER, CLB Diagonal BraceMax Intervals Detail U.N.o." NOTE: SEE TRU55 LAYOUT FOR ANY ADDITIONAL �20' SCALE: NTS STRAPPING REQUIRED ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 'm 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN ---- 2X4 4'-011 TO 8'-011 ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-O" ---- 2X10 15'-0" TO 18'-0" ---- 2X12 NOTES 1. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO 51MP5ON'5 INSTRUCTIONS 4 SPECIFICATIONS, NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE 5U55TITUTBD FOR ANY STUD WORK AT 16" SC MAX. SPACING (*2 SYP MIN.)" Exterior Frame Wall Table SCALE:NTS WHEN STUD 15 ° • NOT ALIGNED ° WITH A TRU55 o AND/OR WHEN TRU55 STRAP 15 ° ° ° NOT DIRECTLY 00 ° ° ATTACHED TO STUD UBE (1) 51MP50N SPH4 OR SP2 TYPICAL HIOA CONFIGURATION, DO NOT NAIL o THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO ° TRU55 CONNECTIONS. Frame Wall Truss Connection Detail SCALE:NTS 0.131 x 3" COMMON s I(o" O.G. COMMON 3 — SEE TABLE FOR NAILING SCHEDULE 6 SPLICE 3-0.131 x 3" COMMON EA. 51DE OF JOINT -STUDS 6 16" o.c. Uj �IJ 4-0.131 x 3"- COMMON 2-0.131 x 3" SEE TABLE BELOW COMMON r r FOR LAP5PLICE r rr r�r TOP PLATE EASTENER5 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING III SPLICE ALL OTHER NAILING 2-ROW5 0.131 x 3" 0.131 x 3" 0 8" O/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING 6 SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 6" O/C 0.131 x 3" 6 8" O/C r x 4-0.131 1 x r r r 3 1/2" TOP PLATE PLATE 0.131 x 3 DOUBLE STUD 1/211 COM. 16" o.c. Pt $OTT. PLATE 2-0,131 x 3 1/2" COM. 2-0.131 x 3 1/2" COM. DOUBLE 51UD CONDITION r r 2-0.131 X 3 1/2'' COM. 5-0.131 x 3 1/2" DOUBLE COM. TOP PLATE 3-0.131 x 3 f 1/2''COM, 0.131 x 3 1/2" COM. aPT BOLT. PLATE TV 16" Oz. 2-0,131 x 3 1/2" COM. SINGLE 5TUD CONDITION 4 5TUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE IS CLOSE. 12d COM. 12" O.G. 4-16d COM. 2-Sd COM. IK t 2-2"x4" W/l/2" PLYWD. SPACER NOTE: 2X4'5 d MAY BE TURNED FLATWISE 50 NO 17\ SPACER 15 NEEDED. 16d COM. 8" O.C. 106 COM. 0 12" o.c. 4-16d COM. INT. HEADER (NON -FEARING) General Wood Attachment Details NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/411 DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4'1 DIA, X 1" LAG SCREWS OR EQUAL ($PACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT SCALE:NTS )MM. 16" O.C. HT516 0.131 x 3 1/2" COM. 'a 8" O.C. 51MP5ON HTT4 W/ ;I 5/8" DIA A.B. 4 5TUD CORNER STRAPPING INFORMATION t (3) 2"x 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. L� (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N 5D525600 WOOD SCREWS STAGGERED e 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8 USE (2) ROWS 'S (o" O.C.. yp. Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEEE:TS FOR ADDITIONAL 1=ERM4NENT BRACING THAT MY BE REQUIRED. 2. "T" $RAC ING MAY BEE USED IN PLACE OF PE:RI" IANENT BRACING PROVIDED IT EXTENDS OVER 6 LEAST 'BO% OF THE UJEB. e 0 w k TOP 4 BOTTOM CORD GABLE END. BRACING' 4'-0" O.G. MAX. FOR FIRST R Gable & Cig Bracing Diagram (4) ROWS OF TRU55ES S-3 SCALE:NTS SCALE: NTS SEE EXPANDED CONTINUOUS BOTTOM CORD BLOCKING DIAGRAM BRACING 1X4 MIN. CLB DIAGONAL -- BRACE AS REQUIRED BY BcSi u.0 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LL.C., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, ILL-0, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LL(_ SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY N%J111111/114 1. CR+• • r .w = O °•••°• • a If �o /,/ go I ``ova � o F O 0 '� w� I w�KIY LL.I O�r Q�Sgz - UI t�z0—� I— QZ- I-¢Q O P NNN ,, Q Q P Q-C) 0�<z Q V $ J - N <SQ 6- w N Now mmm Z 0 0 Iq -73 q II-- DATE 08-3047 SCALE NOTED DRAWN MK/POK JOB _ Structural Details Sheet number: 53-141 DBL. 2 x 4 TOP PLATE SIMPSON 5PN4 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES. 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS, SIMPSON LSTA30 L/ 22 -106 NAILS 6 2411 O.C. MAX OR EACH STUD, 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY, (SEAM 1611 MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO BE CONSIDERED SMEAR RESISTING COMPONENTS SEE ELEVATION PAGE5 ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION ---- PAGES FOR SOFFIT 4 FASCIA DETAIL WD. DEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SEE 1LEVATION5 WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 50LE PLATE SIMPSON C516 OR 5IMP50N M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 *2 5YP RIM W/ (5) 0,131 x - 3 1/2'' NAILS EA. TRU55 J015T ( INSET) 2x4 FLATWI5E VERT. 5LOCKIN6 AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 5YP RIM W/ (5) 0.13' 3 1/211 NAILS EA. TRU55 JOIE (INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR -- STRAPPING INFORMATION 811 CONG, K.O. BLOCK BOND BEAM POUR 50LID W/ 1 - *5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RE51STANT PRE -CAST CONC. SILL 4" HIGH CONC, BLK. 6" CMU PER A5TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 MORTAR PER ASTM-C 210, 5/5" CEMENTITIOUS FINISH PER FBCR 103.6 NOTE, "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH BIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O.11 ENGINEERED ROOF TRU55ES @2411 O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 BYP TOP PLATE W/ SIMPSON 5PN4 -0 1611 O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR 51ZE5 WINDOW BILL CAULK Q WINDOW 2 x 4 BILL ELEVAT INSULATION BAFFLE I XFdw"fl 111/IN 1 1—I� vv a— 1 5PEC5 OR ENERGY CALLS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 8 BILL INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE 2X FRAME WALL SEE TABLE ENERGY CALC5 "N" ON SHEET 5-3 FOR "N11 ON SHEET 5-3 FOR SPACING. SPACING. 1/211 GYPSUM BOARD I/2" GYPSUM BOARD 1/16" APA RATED SHEATHING :::: 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL 1101' "D" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 @ 2411 O.C. INSTALL 1/2" DIA. x 811 "J" BOLTS 4 WASHERS W/ 5" IMBED S 2'-0 O.C. (MAX.) CENTERED — ON WALL. SIMPSON 5PH8 2x8 PT 50LE PLATE �� ^ SIMPSON HETA20 6 32" O.C. IF ATTACHED TO RIMJOI6T5. 62411 O.C. USE 2- *5 BARS IN K.D. BLOCK „ MAX IF ATTACHED TO FLOOR TOP TWO COURSES —IX P.T. URRING HORIZ. TRU55E5 .^�. 1/2'' CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 8" CONC. K.O. BLOCK BOND IX P.T. FURRING HORIZ. BEAM POUR SOLID (2500 FBI) W/ 2 - *5 REBAR CONT. HORIZ. MIN. LAP = 2511 1 x 6 P.T. CURTAIN NAILER 9 OPENING5 I x 6 P.T. CURTAIN NAILER a OPENINGS AST CONCRETE LINTEL PRECAST CONCRETE LINTEL PREC 5RE AST PLAN FOR SCHEDULE 5EE FLOOR PLAN FOR SCHEDULE I 1 x P.T. PUCK STRIP x P.T. SUCK STRIP WINDOW BILL - CAULK a WINDOW 11 H A I/2" GYPSUM 80ARD JJ.II SEE F UNp PLAN FOOTING SEE ° 4 FOUNDATION PLAN FOR SIZES 4 MORE a' INFO. Typical Two Story Wall Section S 4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WIND IRE615TANT PRE -CAST CONC. BILL 411 HIGH CONC. BLK. S" CMU PER ASTM-C 90 IWO PSI MIN. W/ TYPE M OR 6 MORTAR PER A5TM-C 210, 5/811 CEMENTITIOU5 FINISH PER FBCR 103.E -----WINDOW BILL - CAULK 6 WINDOW 1/2" GYPSUM 5OARD 4"GONG. SLAB, SEE FOUND. PLAN r-c"Jypical Two Story Wall Section S-4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN67 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 ENGINEERIN(5, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE95 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 W •e °a• �)'�"� .• o '� °:� .-1 •Lu .0 a :01 Z= % •. ` v c, C) � ~�io o WKIow _ <I_� - u_ U- MMM ---I Lu 0, DATE 043-30-17 SCALE NC7'EL� DRAWN MK/POK JOB Sheet content: Structural I7eta i 15 Sheet number: 54 ATTACH 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 ENE) STUD AT EACH END OF FULL DEP&NUKING a - SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. OREQNHTT OR EQUAL At EACH END OF SEGMENT INSTALL 5/8" THREADED ROE) 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 F`X0OUBLE TOP PLATE SET. / (MIN. STUD GRADE 5YP) 2x STUDS k 16" O.G. CMU WALL - SEE —/ FLOOR TRUSSES FLOOR PLAN FOR TYP MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH -- PASSING 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 8.5 SCALE: NTS INSTALL SIMPSON C516 /-CROSS STRAPS WITH (1) 0.131"x3-1/2" NAIL At EACH a PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM AT EACH END TO TOP AND BOTTOM PLATES/END STUDS. STRAPS SHOULD BE DIAGONAL AND AT 45 DEGREES OR LESS IN >a RELATION TO HORIZONTAL. IF DOUBLE END j�-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" SCREWS 6" O.G. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52. NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. At 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PV5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 51=2'5 ON EACH 5IDE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE FOR APPROPRI SPACING 4 SIZE WALL 5TUD5. 5T SHALL BE INST> MAX. 16" O.C., 51: N'/5-3 SIMPSON SPH4 TO EA- STUD WITH 12-106 x 1 1/2 NAILS. 2x4 S.Y.P. 02 RIBBON W/4-10del C516 OR MSTA 36 32"O.C. (36" LONG) FROM EA. STUD TO (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 ALT. 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 5PI'S ON EACH 5IDE OF STUD TO BOTTOM PLATE 8 51MP50N 5P2'5 ON EACH 5IDE OF STUD t0 TOP PLATES, U.N.O." 1/2" DIA NUT W/ MIN. I-I/4" DIA x 1/8" WAS 1/2" DIA ALL--�'� THREAD ROD 1/2" DIA /2" DIA ANCHOR BOLT COUPLING A.B. EXTENSION DETAIL NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. WA LS I A GER THAN SCALE: NTS SIMP50N SPH4 EA. STUD TOP + BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. 51 SHALL BE IN5T 6 MAX. 16" O.C. DIA. 1/2" J-BOL OR WITH 51MP51 SET EPDXY 5" EMBEDMENT 6 DBL 2x 5.Y.P. TOP PLATE EA. FLOOR TRU55. 3-0.131 x 3 1/2" � EA. JOINT SIDE, HETA20 � 32" O.C. ON THE INSIDE FACE OF 2x12 JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 -8 EA. TRUSS, ELT. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRUSSES 624'' O.G. 2xS USE SIMPSON 5P115 ON —INSULATION PER ENERGY CALCS EACH 5IDE OF STUD t0 1/2" GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 5IDE OF HURRICANE ANCHOR 6 EACH TRU55 STUD t0 TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING CONNECTION t0 FOUNDATION DBL. 2X TOP PLATE 2x4 50LE PLATE - 5PH4 6 EA. STUD PROVIDE (2) 16d COM 6 EACH TRU55 1/2" GYPSUM 51MP50N C516 W/ MIN (22) 10d 3/4'' T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 8 NAILED SEE SCHEDULE DETAIL "0" 11050 MAX 6 24 O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (16T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES Q 24" O.C. 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T ( INSET) 1/2" GYPSUM BOARD SIMPSON MT516 6 EACH FLOOR TRU55 24'' O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - 7/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL, 2X TOP PLATE w/ SIMPSON 5PH4 a 16" O.C. w/ (12) 106 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT 6 24" O.C. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/6" WASHERS 51MP50N 6PH4 -a EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN a• FOOTING SEE FOUNDATION tl PLAN FOR SIZES B MORE INFO. a �Tvr)ical Two Story Interior Bearing Shear Wall Section DECKING 2"X4" PANEL BLOCKING 6 48'' O/C FOR THE FIRST 8'-0" OF END WALL - 2ND FLOOR FRAMING FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" SIMPSON C516 OR M5TA36 STRAP COMMON TOE NAILS s 32" O.G., EVERY OTHER EACH STUD - __-,--FLOOR J015T-5EE FRAMING PLAN WEEP 5CREED IN5TAILED PER MANUR 51MP50N HETA20 e 32" O.C. MAX. 2 "X4" CROSS BRACE -77 48" O/C FOR THE I5T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" 6 EA. END INTO 2 "X4" BLOCKING DECKING -@ 48" PANEL FOR rtHE FIRSTr-2ND FLOOR FRAMING 8'-0" OF END WALL FROM EA. END. (TYP) TOP 8 SIMPSON CS1(6 OR M5TA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. -----FLOOR J015T-5EE FRAMING PLAN 2 "X4" GROSS BRACE -s 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" 0 EA. END INTO 2"X4" BLOCKING 2"x4" PANEL BLOCKING @ 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN GRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" GRO55 BRACE 0 48" O.G. FOR — THE let 2'-0" OF END WALL W/ (2) 10dx3" s EA. END INTO 2"x4'' BLOCKING. (ANGLE NOT TO EXCEED 45°) — WHEN ANGLE 15 GREATER THAN 45', CRO55 BRACE tv 48" O.C. FOR THE let 4'-0" OF END WALL. Floor Truss Parallel To Brg. Wall SCALE: NTS 2nd FLOOR WALL NOTE: ADD 2X4 BLOCKING 6 M5TA36 OR C516 OR HETA20 WHICH 15 NOT ALIGNED UJ/ TRU55 VERT. WEB U51NG 2-0.131" X 3 1/2" TOENAILS a EA. END. EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER SIMPSON C516 W/ MIN (22) 106 COMMONS (I1 MIN. EACH END) BEAM / GIRDER 2x BOt. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS 9 6" O/C n Il Second Floor Frame Connection @ Girder S-5j SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 57ARTINS ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ��1111111��� _z= W Fa s 00, •o••o 1111 �Z o � °Ed O LIJ LW ���� � a a LL Lu 14)LH �n fir• 00 z DATE 00-3047 SCALE N01`ED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: SCALE: NTS DRYWALL OVER FUI BLOCK U 11/164/16 COVE MC (MOO) lxb TRIM (WINDOW PER PLA EAD (WINDOW PER PLAN) SILL COMPOSITE WINDOW SILL SQUARED DETAIL EDGES lxb TRIM BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) - L INE OF WALL BELOW 1x6 TRIM LINE OF TRIM _--____-- 55LOW----------- DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SHIM AS INVERTED 2 114' DOOR CASING (0366) STD. 2x STUDS (PER BASE PLAN) CABINET In' DRYWALL 3 114' BASE BD. f l"3bb) QUARTER ROUND CALI . TOP SCALE: In' = I'-0' 8' W. CORIAN CAP TILE FINISH - OVER WATER RESISTANT WALL BD. 0 relftyl A7 ENCLOSURE — 2x STUDS (PER PLAN) `�- In' DRYWALL 3 1/4' BASE BD. SECTION ELEVATION LINE OF WAL BELOW LINE OF CAS BELOW COMPOSITE SILL WINDOW >ETAIL 1/4' DOOR CASING (03bb) ILL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SHIM AS 11_41 INVERTED 2 114' DOOR CASING (036(o) 2x STUDS (PER STD. PLAN) BAST: CABINET In' DRYWALL 3 1/4" BASE BD. `QUARTER ROUND HIGH BAR TOP SCALE: ln' :1'-0' 1/2" DRYWALL BELOW CAP BATH PLAN SHOWER LOW WALL SCALE: in' = I'0 TILE TO WRAP IN -8 W. CORIAN WINDOW CAP -TILE FINISH OVER WATER RESISTANT WALL BD. SHOWER �SHOUJER SIDE 7 TEMP. GL. ENCLOSURE I' Sip. 2 VAINTY c CABINET O 1� 3 1/4' BASE BO. 6' W. CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW - 2x STUDS (PER SILL PLAN) SQUARED DETAIL EDGES INVERTED 2 1/4" ----' DOOR CASING (%b) DRYWALL FINISH OVER FURRING ON BLOCK WALL VANITY LOW WALL SCALE: In' : 114 LERIFY TOP (WINDOW PER PLA LINE OF t BELOW AN SILL IJECT 1/2" OUT ECEIVE TILE) LINE OF c BELOW COMPOSI , - SILL SHOWER WINDOW SCALE: 114': 11-0" SILL ELEVATION WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW ST 0 0 L D ETAI L 8CA1.E: I - I.0' WINDOW )ETAIL /411 DOOR CASING 0%ob) FLOORING / 5A5E 5OARD NOTE: LUI45N TILE FLOOR 15 SELECTED ONLY SASE 50ARD 15 INSTALLED. WHEN WOOD FLOOR 15 SELIECTED BASE 50ARD AND 5HOE MOULD ARE INSTALLED. (BI-PASS DRS. PER PLAN) Ix JAMB (BI-PASS DRS. PET; 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 PLAN) I 2 1/4' DOOR CA61NG (03(66) HELD OVER 1/2 PLAN TYP. BI-PASS DRS. CASING DETAIL MAIN HOUSE GARAGE DRYWALL BALAISE BD. t0 OVER LAP C DRYWALL �RAN9ITIODN 3 I //4" BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 1" : I'-0' NOTE: DR,4WINCz5 ON HIIx1l" 5�4EET WILL 5E ONE CALF THE SCALE NOTED 5 1/4' GROWN 3 (045) 5 1/4" CROWN IV Ix8 — ROUNDOVER W1 WHITE PINE OUTER In' DRYWALL `-3 i/4' BASE Bp. 24 WALL Sib" OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLANE' Ix10 ROUNDOVER W/ WHITE PINE ROUTER In' DRYWALL 31/4' BASE BD. (%b) 2xb WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLANS°''°''�' TRIM DETAILS ■rllll"�I�r-� x w 0 r` 00 - E It IL c, r. f l a LL g4. �- °° o° 0 CAD FIE DERDER TD I� 06-16-16 REWWMM 07-07-16 10-05-16 11-02-16 DAVIS BEWS DISION DROVP IN 00 STATE S"IREEr EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.I800 FAX WWWX)AVNMEW'aCAM TAAMA • 0ENVER. EST.19% r • TRIM VILE TYPICAL MM DETAILS I I ��v�.wmd�ra4Wu- LJ-MO-5 OAK- 5 114" LANDING TREAD RAILING LJ-1021 STANDARD - 42" H. ROSETTE 6 KNEEWALL (OPT. LJ-6010 RAILING SHOWN) Ixb PAINTED BASE PLATE AS APRON 4" BASE BD. LJ-1011 LEVEL LJ-4042 QUARTER TURN I (NEWEL LJ-045 POST NE L POST LJ-1021- ROSETTE LJ-6010 ------ RRAILING LJ-5015 WOOD - BALUSTERS (3 PER TREAD) lxl2 SKIRT ---- BOARD LJ40TI5 OAK - LINEAL COVE MOULDING BASE -- ` PER TM LEVEL 3 1/4" OR 5 1/4" � `0i LJ-4040fi�� NEWEL POST LJ-1011 LEVEL QUARTER TURN LJ-4040 NEWEL POST OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS �,- Ixb PAINTED BASE PLATE Ix12 SKIRT 114"A�B BOARD AS BASE CA MOULD STANDARD - LJ-8014MRI TREAD POR CARPET (OPT. LJ-8010 SERIES TREAD SHOWN) Ix8 PAINTED RISER LJ-8010MRI OAK TREAD NEWEL POST -'`'---2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER FIEIGHT REWIRED. �C INDICATES STRIP FLOORING TO 135 INSTALLED IN SAME ORIENTATION AS 51/4" LANDING TREAD RAILING LJ-4042 NEWEL POST NTS. SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN NTS STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIP-MG2KNUC44 W ROUGPT IRON BALUSTERS 0, 46 '04*, LJ-4040 4 NEWEL POST/ Cx WWI LJ-4040 NEWEL POST SECTION -.I ;'1x6 PAINTED BASE GUT THRU �3ay BARD T PLATE WALL 3 114" BASE LJ-6010 AS APRON RAILING LJ-1041/8 BASE S-TURN MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD - TREAD POR CARPET BALUSTERS _ (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-SM OAK Ix8 PAINTED LINEAL COVE RISER MOULDINGS BASE _ LJ-8010MRI. PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ix12 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR D ETAI L N.T.S. STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT PITTING. 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 PULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. PINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MR1 �����`����`������������������` `--FULL PT. WALL TREAD`�``��������`�`���`���`�. LJ-8010MRR2 CARPET STARTS TREAD AT TP15 RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN 1x12 SKIRT SECTION -� , ��'� BOARD CUT TPRRU WALL LJ-6010 RAILING LJ-1041/8 - C,AgP S-TURN MOULD STANDARD - LJ-8014MR1 Li-5015 WOOD TREAD POR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-eWO% OAK LINEAL COVE - MOULDING _ BASE ----' Ix8 PAINTED PER TM LEVEL 3 1/4" OR 51/4" RISER Ix12 SKIRT LJ-1040 / 1045 BOARD TURNOUT LJ-30013 LJ-4010 BRACKET NEWEL POST LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L - 2x STUD WALL w/ DRYWALL PIN. LJ-5015 WOOD BALUSTERRS BASE CAR' (3 PER TREAD) MOULD -Ix12 SKIRT LJ-8010MR1 BOARD OAK TREADS SUB TREAD ''---LJ-8M OAK LINEAL COVE MOULDING } 1x12 SKIRT BD. I 1 BASE CAP MOULD 1x12 STRINGERS TYP. OPEN TREADS W/ PICKET'S AT STAIRS DETAIL Noroecat LJ-404 42" H. Li-1021 NEWEL RAILING ROSETTE POST Li-6010 36" P. RAILING RAILING BALUSTERS �r 1 I .� •rr TREAD '• �II�I) I �►Ix12 SKIRT sr 1i BASE LJ-W0 5 OAK w- CAP LINEAL COVE MOULD MOULDING PER PLAN PER TM LEVEL 3 1/4" OR 5 114" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. NTS. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL cn a N !n CV Li 111 LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T,S. LJ-5015 LI14-POL15ASK44 LI14-POL25AEK44 LI14-HOLIKNUC44 LIP-POL2KNUC44 LIH-HOLIOLA44 LI14-14OL50144 (PLAIN) W/ L I-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES `- LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL_ IYT,S: 1" MIN. POLE DEPTH POR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OP BASKETS TO ,,. BE PARALLEL t0 TOP RAIL r LIP-HOL28ASK44 (DOUBLE BASKET) LIP-POLI5ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION D ETAI L V.S. NOTE: DF1 AWINC;5 ON 11 "xl-15�4ET LJILL= 5E ONE SAL F TEE 5CALE NOTED I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING -� LJ-6010 RAILING- \ LJ-4042 NEWEL POST LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL r LIP-POL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND Ea 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" P. RAILING LJ-6010 RAILING LJ-4042 --., NEWEL POST LINE OF SCROLL To BE PARALLEL To TOP RAIL LIH-HOL50144 LIP-POLPLA44 (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 ETAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS a c 0 y/ Via 66 0000 3�E � NW M �h o� q• �0 107 �h M DAVIS BEWS DESIGN 4RM M STATE STREET EAST OUDWAR, FWPMA 30" 813 .925 .1300 TE 80 925.1800 FAX W W W.DAVISBEVaC0M TAMI'A • VEIVVEM �.. EST» 19% ck:�--- STAIR nnE TYPICAL STAIR DETAILS . SHEET SD