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472 Red Rose Ln 17-3662 (a)
h. LOT 15 5 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR GALLOUTS WITHIN THIS SFT OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. ' CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH THORNBROOKE 40 S 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 IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 810235. ANASTASIA GARAGE ELEVATION "TRADIT EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F-15-C.R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE RIGHT OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F-15-C.R. 5TH EDITION (2014) R103.62 AND ASTM G 926. PER F.B.C.R 5TH EDITION (2014) 8103.62.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL. BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE " PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) R1031o3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL IONAL A 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) R103.65 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 SF. 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 TAYLOR MORRISON 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. EGRE56: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. SLASHING: THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 24 5UB-FA5CIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL, ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER 1-- 2 - *k--_ -- DATE �,F��11=��Rf�_&31✓YR� C�IS�9t� �IVI�IC)!IV A PERMIT ISSUE[) SHALL 13E CONSTRUED TO BE A LICENSETO 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 OIN PLANS, NSRUCT OON TIECTION OR VIOLATIONS OF H S CODE COMPACTION TEST REQUIRED .Results to be Verified at Slab Inspection REDRAW NOTES 09-15-11 CREATED LOT SPECIFIC PLAN POR LOT 155 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL - A", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: STAIR RAILING, POCKET SLIDING GLA55 DOOR AT GATHERING ROOM, TRAY CEILING AT OWNER'S SUITE, VENT HOOD/MIRCROWAVE TO THE OUTSIDE, PRE -PLUMB FUTURE LAUNDRY TUB, PRE -PLUMB WATER 5OFTENER LOOP, (4) RECESS CAN LIGHT5 IN GATHERING ROOM, (4) RECESS CAN LIGHTS AT OWNER'5 5UITE, (2) RECE55 CAN LIGHTS AT LOFT, (8) PAN PRE -WIRES, (2) ELECTRICAL OUTLETS FOR FLAT SCREEN T,V,'s AND VALVE FOR HANDHELD SHOWER AT OWNER'S BATH SHOWER, SQUARE FOOTAGE CALCULATIONS ELEVATION "TR -A" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582. GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 METHOD IS TO BE USED. TOTAL WIDTH 301-0" TOTAL LENGTH 75'-0" PLAN SLAB INTERFACE PLAN OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID CORE (S.C,) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS. PLAN REVISIONS • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, ro w 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 925.1300 TEZ. $13.9'25.1$00 FAX W W W.DAVISBEWSCAM TAMPA •DENVER C THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103b. J`t�I�m DRAW I N G INDEX WINDOW INSTALLATION: 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE CF 2 o5,M MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SPUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS: 1 - PLAN SLAB INTERFACE PLAN OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID CORE (S.C,) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES REQUIREMENTS: FLOOD PLAN MEETTS$ OR R EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR P LAN DIMENSIONS ASPHALT' SHINGLES LIF APPLICABLE) AND 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SWINDLES SPALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b R9052b1 2 B I - UPPER FLOOR PLAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR rJ;cmm TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RS052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF 2 B 2 - UPPER FLOOR PLAN DIMENSIONS UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 3A1 - FRONT ELEVATION CLAY AND CONCRETE TILE LIF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE V W 16 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR WIND CONCRETE AND CLAY ROOFT TILE Il; OR ASTM ING NDNSHAELLL B INSTALLED IINITION (2014) RW533 SHALL ACCORDANCE WITH FRSA/TRpLOR DA NFORM WITH I IO MM MINERAS I19 OR 120. A5TM SURFACED ROLL 1) OR D 6380,NCLA55 RAL ROOFQUIRED 3A3 - F LAS 1 1 I N G DETAILS INSTALLATION MANUAL, FIFTH EDITION WHERE THE VmD IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS LIF APPLICABLE) : 3A4 -FLASHING DETAILS 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAT IS 10411 AWAY CLOSER THAN THE ROOF OR RIDGE OR 4A - MAIN FLOOR ELECTRICAL PLAN TUB AND SHOWER AREAS: I. CEMENT, P15ER-CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER 4B - UPPER FLOOR ELECTRICAL PLAN RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TR - TRUSS STRAPPING PLAN TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLA -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL PAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO N1 - STRU CTU RAL NOTES ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TEWITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT S1 ST RU I U 1 V'� L DETAILS (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S2 -- STRUCTURAL DETAILS MECHANICAL AND HVAC, 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A$ AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER WORKING SPACE AT LEAST 30 INCHES (162 DEEP AND 30 INCHES PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL mm) S4 -STRU TU RAL DETAILS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICER APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SPALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 mm) SHEET STEEL SS - STRUCTURAL DETAILS OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. TD - TRIM DETAILS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. SD - STAIR TRIM DETAILS EXHAUST FANS AND VENTING: i. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY,MECWANICAL EXHAUST SYSTEM SPALL 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 OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 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 IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 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 IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FSC. 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. ��`.-2�•.a011 1,11111 • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED ro w 925.1300 TEZ. $13.9'25.1$00 FAX W W W.DAVISBEWSCAM TAMPA •DENVER C �' � N a J`t�I�m CF 2 o5,M r - N �. COD. a .009-0h 0-� COO E �Y ro� rJ;cmm y� 00C�^ z N G 0v • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED ESr 1994 r III oil Vortex Engineering, LLC, 607 S, A4exander St„ SUlte 103 Plant City, Florida 33563 8133044842 FL# 52683 - COA# 28035 - Paul D. Kidwe(l, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DEIeN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RE5DENTIAL Oth EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHAN9E5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. 5FALFp FOR STRUCTURE ONLY Ln Z W 0 O C:> ne ne CX.O 0O ..T 5m 1 Ln 0 L CV.DAVIS sEws DESIGN GROUP J50 STATE STREET EASI- OLDfiMAR, FLORIDA 39677 813. 2582 • TITLE • GENERAL NOTES REVISION LOG CSV lw� 925.1300 TEZ. $13.9'25.1$00 FAX W W W.DAVISBEWSCAM TAMPA •DENVER ESr 1994 r III oil Vortex Engineering, LLC, 607 S, A4exander St„ SUlte 103 Plant City, Florida 33563 8133044842 FL# 52683 - COA# 28035 - Paul D. Kidwe(l, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DEIeN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RE5DENTIAL Oth EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHAN9E5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. 5FALFp FOR STRUCTURE ONLY Ln Z W 0 O C:> ne ne CX.O 0O ..T 5m 1 Ln 0 L CV.DAVIS sEws DESIGN GROUP J50 STATE STREET EASI- OLDfiMAR, FLORIDA 39677 813. 2582 • TITLE • GENERAL NOTES REVISION LOG CSV lw� Eli f =4 41-411 4'-8" 4'-8" 4'-8" 4'-0" 7'-0" 5'-411 5'-4" 4'-4" 4'-I0" 3'-611 4.411 41.011 41.411 -I'-811 8° QOOTING TORY I -STORY FOOTINGS 50 GAL. D rIr 3 0 W.H. SI W.B. t INDICATES I - 05 VERT. REBAR IN MASONRY CELL FILLED 50LID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER n 4'-411 Y - DAVIS BEWS DESIGN GROVP ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - 0 ■ ■ ■ ■ ■ y DRAIN BY PLUMBER - -- �T-- ----1' FOOTING (TYP.) 4'-811 41_811 41411 le °° 0 '011 3 O --- - - -- 1 -___ _ _------1 L i E W�;:N � 0C tL O z�Ld• d11 811 G.C. VERIFY ACRYLIC "` ON LANAI v WATER SOFTENER I I� LOOP AND DRAIN I C" I I-5TORY 20" H. x 16" W. CONC. MONO -FTG. W/ ■ n PRE -PLUMB i 2 - r5 CONT. REBAR5 PROVIDE WIDEN FOOTING 8 AT I 1 o I� � :��j � � I I [ ] I6 Wxl6 DEEP FTG. � � 25" MIN. LAP WHERE SPLICED AND I WIRE TOGETHER. BOTT. OF FTG. POCKET SLIDER AND ADD 11) "5 REBAR I 11 31-10 �, I (�" J 91.111 W/ 2 - "5 CONT. 31.911 � 201.011 i SHALL BE 12 MIN. BELOW GRADE 811 I1110 ELEVATION AT 04" (ASSUMED) A OF REF. SIrAA I o I = c N Ull.; zo 3.5" THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ I irz - �u I6" FT . 16 Wx PEEP G 3.611 SLAG i G.J. I CJ. 3A2 PITCH 6x6 WIAxWIA MESH OR FIBER W/ 2 -'S CONT. ---------------------r------------______--- nG o "5 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - PROVIDE WATER �.� LINE FOR ICE MAKER /� PITCH i I TO DRAIN oft 8"x8" FTG. W/ I - CONT. (TYP. AT LANAI) I COMPACTED, TERMITE TREATED, GRANULAR FILL. // >i 4ZR 41-411 - 5 4 �s < ■ Fz� ROUGH -IN fir ■ ■ 11, ■ NOTE:Lu ALL SLAB ANGLESARE AT 45° IUN.OJ 'c.° II I II I II I II I II I = IS 16" Wx12" PEEP FTG. B W/ 2 "5 CONT. 51 I I j1 - 811 \ 3-8 11 ;�, -I M 5� I _ I - _ 58 `� 1_2 4 44 � 2-5TORY FOOTING (TYR) F 4 o(CONIDEN5ATION AIR HANDLER LINES FROM 3/4" RECE55 / UPPER FLOOR FOR ENTRY DR. 20" H. x 20" W. GONG. MONO -FTG. W/ 3 - S CONT. REBARS PROVIDE '" II ` I 411 / 16" WxlbII DEEP FTG. `% ■ — — —0 ■ ■ ■ ■ 25" MIN. LAP WHERE SPLICED AND . �jl ,c,y" I "' P.V.C. 121_x° W/ 2 - "5 CONT. WIRE TOGETHER BOTT. OF FTG, 8" THICKENED EDGE I 10'-10" I -STORY aN SHALL BE 12" MIN, BELOW GRADE FOR SHOWER RECESSI I W/ I NO.5 CONT.-_\-• , FOOTING I II II 28'-911 BAR I I 101-10" 8.p1 21-811 21.011 a y� 811x8" FTG. LAV. 3 -6 x3-6 A/C PAD (SEE MECH. , II 20 -11 I II 1 II 1_ II 2 -1 I -8 3 10 G.G. VERIFY LOCATION OF � HANDHELD I I — l- �l � '� C I. 11 5 4 CONT. (TYP. AT ENTRY) I- 11VALVE 13 8 e I �; CONTRACTOR I _ M _ SHOWER i i I 1 ■ \,� 1 11 r 1 11 19 -0 FOR LOC.) TILE SHOWER hI ao "` PAVERS — — �-- — — -, g4 3/4" CONDENSATION A _ "' $EAT I CE85 ABv. 2'-011 2x6 WALL AIR HANDLER LINES :!j ISI r — —i I 1 ( �� 411 P.V.G. DRAIN BY PLUMBER \ \ 5'-6" FROM UPPER FLOOR '` \" Liv t1t 1 1 1 11 L71 -+_;a -■ - _ - - ■■8" ImC.M.U. WALL ABY. 11"' ■ ■ ■ ■ INN i 1111 n6.lil , INDICATES I - 05 VERT. REBAR IN MASONRY CELL FILLED 50LID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER n 4'-411 31_811 WALL ABV. 3'-211 31-211 PITCH r `r Ed I♦UM 101 m TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * 133NI, w • 6 ''''�✓ V0d1106� ELEVATION (-) 0'-4" INDICATED ON TH15 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR05TATIC VENT REQUIREMENT. PLEASE REFER TO 51TE 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 5TRUGTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 1=1 12 DEEP x36 x36 CONC. FOOTING W/ (4) S BARS EACH WAY. F 2 12" DEEP 441144" CONC. FOOTING W/ (3) S BARS EACH WAY, G20" DEEP 60"60" CONC, FOOTING W/ (3) S BARS EACH CL.CVHI IVIV DAVIS BEWS DESIGN GROVP K ro 150 $TATE STREET EAST anGWR, RDPMA 34677 813.9225.1300 TSL° 80. 925. 1800 FAX W W W.DAVISBEWS.00M TAMPA • VENVER. l-) 01-3 I/_2 r0 Oo�o 0 3/4" CONDENSATION - y DRAIN BY PLUMBER 41-811 4'-811 41_811 41411 le 52'-41 31_811 WALL ABV. 3'-211 31-211 PITCH r `r Ed I♦UM 101 m TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * 133NI, w • 6 ''''�✓ V0d1106� ELEVATION (-) 0'-4" INDICATED ON TH15 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR05TATIC VENT REQUIREMENT. PLEASE REFER TO 51TE 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 5TRUGTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 1=1 12 DEEP x36 x36 CONC. FOOTING W/ (4) S BARS EACH WAY. F 2 12" DEEP 441144" CONC. FOOTING W/ (3) S BARS EACH WAY, G20" DEEP 60"60" CONC, FOOTING W/ (3) S BARS EACH r�lrrr n�rr • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED DAVIS BEWS DESIGN GROVP K ro 150 $TATE STREET EAST anGWR, RDPMA 34677 813.9225.1300 TSL° 80. 925. 1800 FAX W W W.DAVISBEWS.00M TAMPA • VENVER. ---z=t;;) EST. 1994 - r0 Oo�o 0 �Mr0 y N r > a J N L L ooLL 0 0 '011 0 J coo E W�;:N � 0C tL O z�Ld• r�lrrr n�rr • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED roil X11 ill llm Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND li TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE FRE - ENGINEERED TRU55 MAW1F. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED i0 THE ENGINEER. ,-SEALED FOR 5TRUGTURE_ONLY WAY. G 12" DEEP 60"60" CONC. FOOTING W/ (3) S BARS EACH • 00) WAY, 25ot. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FECR). 1.......,,1.1,...._ .rr • 77 TLE • FOUNDATION PLAN FAINDICATE5 S I "5 2 0$5 FOUNDATION PLAN GARAGE RIEGIiT DAVIS BEWS DESIGN GROVP 150 $TATE STREET EAST anGWR, RDPMA 34677 813.9225.1300 TSL° 80. 925. 1800 FAX W W W.DAVISBEWS.00M TAMPA • VENVER. ---z=t;;) EST. 1994 - roil X11 ill llm Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND li TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE FRE - ENGINEERED TRU55 MAW1F. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED i0 THE ENGINEER. ,-SEALED FOR 5TRUGTURE_ONLY WAY. G 12" DEEP 60"60" CONC. FOOTING W/ (3) S BARS EACH • 00) WAY, 25ot. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FECR). 1.......,,1.1,...._ .rr • 77 TLE • FOUNDATION PLAN FAINDICATE5 S I "5 2 0$5 FOUNDATION PLAN GARAGE RIEGIiT a a F a ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C,R - VH EDITION (2014). * * * * * * OPEN TO TYPICAL MASONRY STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. WINDOW SCHEDULE ALL STRINGERS TO BE 2-24 "2 SYP. WINDOW WIDTHS =� �c IA r 2011 2711 31" 53 • U0 AT WOOD WITH (4) 0.131x 31/2" NAILS AT EA, STUD MIN. (16" O.C. MAX) WINDOW CALL -OUTS IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS 2x STUDS (PER ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT STD. AT CONIC.). ATTACH FOOT TO FLOOR: 0 2611 BASE 12 5H 1/2 32 51-4 22 5H 32 5H LANDINGS SHALL BE BUILT AS FOLLOWS: 2x STRINGERS JOISTS TO BE 2x8 02 5YP, MIN, AT 16" D.C. GRASPABLE IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) BACKING 2x12 11`2 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" (T'Tp.)' RS. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TOP 2: 3911 4 13 5H 1/2 33 5H 23 5H 33 5H of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU626 HANGERS OR EQUAL. J THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 51155TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. RAILING u 0 5111 14 5H 1/2 34 5H 24 5H 34 5H (TYR) STORAGE z 63" 0 15 5H 1/2 35 5H 25 514 35 5H Z UNDER 2x TREADS AND 1211 3 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, LO Uj M WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~O MANUFACTURER AND 5PECIFICATION5. z REFER To FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -514, CASEMENT- C5MT, OR FIXED CSLA55-1=.G.) a a F a ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C,R - VH EDITION (2014). * * * * * * TYP. ARCHWAY ASCALE: 1/4": 1'-0" 5017: OF LINTEL AT 84" A.F.F. Y-6"64" A/C I 13'4"44" A/C PAD (SEE MECH. PAC) (SEE MECH. CONTRACTOR 1 (CONTRACTOR FOR LOC.) I I FOR LOC.) E----_1 L— OPEN TO BEAM STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. FAMILY ROOM ALL STRINGERS TO BE 2-24 "2 SYP. SHIM AS ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER IA r a AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCONS AT 8" D.C. STAGGERED ALONG THE LENGTH T OF THE STRINGER (USE PT AT MA5JCONC.). TYP. ARCHWAY ASCALE: 1/4": 1'-0" 5017: OF LINTEL AT 84" A.F.F. Y-6"64" A/C I 13'4"44" A/C PAD (SEE MECH. PAC) (SEE MECH. CONTRACTOR 1 (CONTRACTOR FOR LOC.) I I FOR LOC.) E----_1 L— 0 ORANGE PEEL (OR 5KIP TROWEL) WALL TEXTURE. INTERIOR (COLOR C PER CSS) FLAT LATEX A B O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT UC INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION SCALE: 1/2" V-/3111 AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 42" H. 42" H. - RAILING \ RAILING FLOOR SYSTEM BEAM LINE OF 6'-8" MIN. \ HEAD CLEARANCE BEAM STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: THE FOLLOWING SHALL APPLY UN.O.) ALL STRINGERS TO BE 2-24 "2 SYP. SHIM AS ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER IA STRINGERS RUNNING PARALLEL To AND SUPPORTED BY A WALL SHALL BE ATTACHED: a AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCONS AT 8" D.C. STAGGERED ALONG THE LENGTH T OF THE STRINGER (USE PT AT MA5JCONC.). #6 AT WOOD WITH (4) 0.131x 31/2" NAILS AT EA, STUD MIN. (16" O.C. MAX) \ IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS 2x STUDS (PER ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT STD. AT CONIC.). ATTACH FOOT TO FLOOR: PLAN) AT CONC. W/ 1/4" DIA, x 3" TAPCONS AT 12" O.C. BASE AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. 36" H. CONTINUOUS ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. CABINET LANDINGS SHALL BE BUILT AS FOLLOWS: 2x STRINGERS JOISTS TO BE 2x8 02 5YP, MIN, AT 16" D.C. GRASPABLE IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) BACKING 2x12 11`2 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" (T'Tp.)' RS. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TOP TO KNEEWALL TDP PLATE. LEDGERS TO BE 2x8 WITH: M n• (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. off 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU626 HANGERS OR EQUAL. — THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 51155TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. RAILING 0 ORANGE PEEL (OR 5KIP TROWEL) WALL TEXTURE. INTERIOR (COLOR C PER CSS) FLAT LATEX A B O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT UC INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION SCALE: 1/2" V-/3111 AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 42" H. 42" H. - RAILING \ RAILING FLOOR SYSTEM BEAM LINE OF 6'-8" MIN. \ HEAD CLEARANCE BEAM FLOOR R 13 lD SYSTEM SHIM AS 5 BAR. IA REQ,D R 13 3/4" PLYWD. T PRE-ENGINEERED CONCRETE LINTEL W/(U 05 BAR, • GROUTED SOLID. \ DECKING FILLED W/lU BAR 2x STUDS (PER - 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. STD. BLOCK FILLED AND REINFORCED WKI) S BAR PLAN) - PROVIDE (4) 2x4 STUDS W1(1) 5IMP50N HTT4 BASE CONNECTORS AT BASE. 36" H. CONTINUOUS -- PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 CABINET CONNECTORS AT BASE. 2x STRINGERS 10,0011 GRASPABLE FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT BACKING EACH END WITH (l) SIMP50N L5TAB STRAP. THE 1/2" DRYWALL (T'Tp.)' RAILING TOP SCALE: 1/2" = I'-0" M 36" H. - - — — = RAILING u I" NOSING I-•-- `r a� (TYR) STORAGE UNDER 2x TREADS AND STAIRS `r Ix RISERS (TYP.) M 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO STAIR SECTION COMPLY WITH FDC 8301 AND TABLE 8301.5 PER F.B.C.R 5TH EDITION (2014). SCALE: 1/4" : 1'-0" STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAIL5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL 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 TIDO CRITERIA * * * * �c UNDER-5TAIR PROTECTION ENCLOSED ACCE5615LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ I/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 FLAT HEADER AT V-0" A.F.F. T.O.M. V-4" A.F.F. C MAIN FLOOR STRUCTURAL LEGEND WALL CONSTRUCTION R -VALUE (MIN.) G.C. VERIFY R 13 lD POP-UP OUTLETS MASONRY WALL5 SHIM AS 5 BAR. IA REQ,D R 13 8" COMMON BLOCK COURSE OVER 8" T PRE-ENGINEERED CONCRETE LINTEL W/(U 05 BAR, • GROUTED SOLID. CASING 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/lU BAR 2x STUDS (PER - 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. STD. BLOCK FILLED AND REINFORCED WKI) S BAR PLAN) - PROVIDE (4) 2x4 STUDS W1(1) 5IMP50N HTT4 BASE CONNECTORS AT BASE. l� -- PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 CABINET CONNECTORS AT BASE. —1/161, O.S.B. - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 o FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT BACKING EACH END WITH (l) SIMP50N L5TAB STRAP. THE 1/2" DRYWALL CALI. TOP SCALE: 1/2" = I'-0" FLAT HEADER AT V-0" A.F.F. T.O.M. V-4" A.F.F. C MAIN FLOOR STRUCTURAL LEGEND WALL CONSTRUCTION R -VALUE (MIN.) 8" K0. BLOCK FILLED W/(I) 05 BAR OVER 8" R 13 lD - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) MASONRY WALL5 R 4.1 5 BAR. IA - 8" K.O. BLOCK FILLED WIN 15 BAR CONT. OVER R 13 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(U 05 BAR, • GROUTED SOLID. y/ L>Ja 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/lU BAR O - 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. 00 pz BLOCK FILLED AND REINFORCED WKI) S BAR ® - PROVIDE (4) 2x4 STUDS W1(1) 5IMP50N HTT4 CONNECTORS AT BASE. l� -- PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 o FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (l) SIMP50N L5TAB STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP50N H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD SEARING WALLS SHALL BE 2 -PLY 24 "2 SYP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH lU 51MP50N LSTAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 51MP60N W2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 PSI MIN. • ALL WOOD LOAD FEARING HEADERS TO BE (2) 2X12 UN.O, ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA Mw, 3.3 . IY .: j:) !'o • 0cor '0 � Vdieee�`���® NOTE: C.J.: RECOMMENDED MASONRY CONTROL JOINT, ■ INDICATES I S ♦ INDICATES 2 05 HATCHING LOAD BEARING WALL�........... INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALL5 R 4.1 KNEEWALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RISCALEG: 11 HTLil 0 JOB NUMBER 27002.311 CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED Is 61 nuru�•r��r DAVIS BEWS DESIGN GROUP K � EST. 1994 �- c UQto0 0 �MN� 'A 0y�M y/ L>Ja LL 00 pz rrr0 3 C O �. x ro Oi i J m o T z OV 0 JOB NUMBER 27002.311 CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED Is 61 SII oil s111111 11 1/ Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 8133044842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51ON, AND FIND IT TO BE IN COMPLIANCE WITH 5EC.TION R301 OF THE! FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE EN6INFER HA5 NOT REVIEWED THE PRE- . EN61NEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RE5ERVE5 THE RI614T TO MAKE ANY CHAN6E5 AFTER TRU65 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALE0 POR STRUCTURE ONLY 0 qlza- Z LU O � C) m p� f"VOO 0 CD 37 z O � J O 2582 • TITLE �r� • MAIN FLOOR PLAN N077NG STAIR SECT70N DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OI DS11MR, FLORIDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAW%EWS.CAM -TAMPA • DENVER � EST. 1994 �- SII oil s111111 11 1/ Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 8133044842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51ON, AND FIND IT TO BE IN COMPLIANCE WITH 5EC.TION R301 OF THE! FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE EN6INFER HA5 NOT REVIEWED THE PRE- . EN61NEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RE5ERVE5 THE RI614T TO MAKE ANY CHAN6E5 AFTER TRU65 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALE0 POR STRUCTURE ONLY 0 qlza- Z LU O � C) m p� f"VOO 0 CD 37 z O � J O 2582 • TITLE �r� • MAIN FLOOR PLAN N077NG STAIR SECT70N DETAILS 91.811 K pe 11 1 8'-411 29-01. 36'-4° RMR i0 SWEEP 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE dlif111 0[A- -q Y DAVIS BEWS DESIGN GROW X YY_ � 0 LID to 0 Oo�0 cn 'AY 6 500) m F- cA 1 L L °°IL • O 0-� GO i i i 91.811 K pe 11 1 8'-411 29-01. 36'-4° RMR i0 SWEEP 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE dlif111 0[A- -q • JOB NUMBER 27002.311 • CAD FILE NAME L 0 T 155 TB ISSUED 09-15-17 REVISED • DAVIS BEWS DESIGN GROW X YY_ EST. 1994 ezz--- LID to 0 Oo�0 'AY 6 500) m L L °°IL • O 0-� GO 3� E04 y� Cd roh T� Z N d • JOB NUMBER 27002.311 • CAD FILE NAME L 0 T 155 TB ISSUED 09-15-17 REVISED 111 11.1 111 111 111 Vortex Engineering, LLC 607 S, Alexander St, Sulte 1.03 Plant City, Florida 33563 813 704 4842 FL# 52683 - C©A# 28035 - Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51GN, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING GODE, RF51DENTIAL (With EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD 5EARINS CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. \-5EALED POR 5TRUG; ONLY/ 0 d' Z C:) O � oC m p� 0 C:) 57 z O Uml J � Q O � 25820 • RTLE • MAIN FLOOR PLAN DIMENSIONS • DAVIS BEWS DESIGN GROW 150 STATE STREET FAST OUXMAR, FLORIDA 3*77 813.92°5.1300 TES.. 813. 925. 1800 FAX W W W.DAVMEWS.COM TAMPA • EDffigN'FP- EST. 1994 ezz--- 111 11.1 111 111 111 Vortex Engineering, LLC 607 S, Alexander St, Sulte 1.03 Plant City, Florida 33563 813 704 4842 FL# 52683 - C©A# 28035 - Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51GN, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING GODE, RF51DENTIAL (With EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD 5EARINS CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. \-5EALED POR 5TRUG; ONLY/ 0 d' Z C:) O � oC m p� 0 C:) 57 z O Uml J � Q O � 25820 • RTLE • MAIN FLOOR PLAN DIMENSIONS • ALL EMERGENCYLEDITION RESCUE OPENINGS SHALLH 8310 PER F-15-C.R. - 5T14). REFER TO SHEET 252 UPPER FLOOR STRUCTURAL LEGEND — PROVIDE (3) 2x4 STUDS W1(1) SIMPSON HTT4 CONNECTORS AT BASE. PROVIDE (3) 26 5TUD5 W1(1)51MP50N HTT4 CONNECTORS AT BASE. �g PROVIDE 2 -PLY 17511 x 12" LVL BEAM NAILED TOGETHER W1(2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. IO — PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W11/2" 055 FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 5IMP50N L5TAI2 STRAP. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD 5EARING WALLS SHALL BE 2 -PLY 24 " SYP W1112" 065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TAI2 STRAP. THE JACK-STUD5, IN TUM, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON W25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 6'4 11 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.D. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W1 ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 30, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE 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) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 5TH EDITION (2014) 83122 TYPICAL WOOD FRAME X WINDOW SCHEDULE C �w WINDOW WIDTHS �c _10,_10,10000 JM10(\W 20" 2411 3611 48" ul) em Lm WINDOW CALL -OUTS y L■ 6 8'a L• . O 0 v5-N 20" 1818 P.G. 20181=.0. 3018 P.G. 4018 P.G. Lu a+.(D tlmU 00c0 Z cm G d = 24" ° 1820 F.G. 2020 F.G. 3020 P.G. 4020 F.G. � 0 3611 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H H Z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H �c G.C. VERIPY ROUGH OPENING5 FOR ALL WINDOWS, cn w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIPICATION6. Z REFER TO FLOOR PLANS FOR 5TYLE OP WINDOW U5ED (5INGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55-RG.) ALL EMERGENCYLEDITION RESCUE OPENINGS SHALLH 8310 PER F-15-C.R. - 5T14). REFER TO SHEET 252 UPPER FLOOR STRUCTURAL LEGEND — PROVIDE (3) 2x4 STUDS W1(1) SIMPSON HTT4 CONNECTORS AT BASE. PROVIDE (3) 26 5TUD5 W1(1)51MP50N HTT4 CONNECTORS AT BASE. �g PROVIDE 2 -PLY 17511 x 12" LVL BEAM NAILED TOGETHER W1(2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. IO — PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W11/2" 055 FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 5IMP50N L5TAI2 STRAP. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD 5EARING WALLS SHALL BE 2 -PLY 24 " SYP W1112" 065 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TAI2 STRAP. THE JACK-STUD5, IN TUM, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON W25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 6'4 11 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.D. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W1 ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 30, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE 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) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 5TH EDITION (2014) 83122 JOB NUMBER 27002.311 CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 0 X C �w _10,_10,10000 JM10(\W 2c MCD em Lm N L■ 6 8'a L• . O 0 v5-N O_j c d ttl a+.(D tlmU 00c0 Z cm G d JOB NUMBER 27002.311 CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 0 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. EST. 1994 111 111 111 111 Vortex Engineering, LLC 607 S. Alexander St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - C8A4 28035 - Paul D, Kidwell, P.E. I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITIOW. THE ENGINEER HA5 NOT REVIEWED THE PRE - EN&INEERED M55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVE5 THE RIGHT TO MAKE ANY CHANCE$ AFTER TRU55 LOAD INFORMATION 16 %PPI.IED TO THE ENGINEER. 5EALED FOR 5TRUGTURE ONLY �r d- �7 W 1 DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, PLARII7A 34677 813.925 .1300 TEc:) 0 0 Ln 0 C) Fmm�.j L 2582 ' TITLE ' UPPER F100R PLAN NOTES DETAILS UPPER FLOOR PLAN NOTES ��1 GARAGE RIGHT Ei r� Z ¢WNj • Z _ � � C:) ren I •. V z ° �CAO .. co '0:' {�% NOTE: ROOF LINES 04AWSE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 313,3C, 317, 3E, AND 3F FOR CORRESPONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED DAVIS BEWS DESIGN GROUP X W w —� —a EST. 1994 �,_::� Uotoo � 0 JMI�W I o 'Mm ._ .N M M > N ..I O'Q LL O0 0 =-o o� C0 �c�I E �m 000 z C4 • • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant 'City, Florida 33563 813,704,4842 FL# 52683 - CCA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FV IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA EWILDIN6 CODE, RESIDENTIAL (Sth EDITIOiW, THE EN6INEER HAS NOT REVIEWEV THE PRE- ENOINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR STRUCTURE ONLY 0 Z o � C) oC m p� � 0 O � z Ln O Ln J OO ]' 2582 ; • TI TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDfiMAR, RORiDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVLSBEWS.00M TAMPA • DENVER —� —a EST. 1994 �,_::� Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant 'City, Florida 33563 813,704,4842 FL# 52683 - CCA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FV IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA EWILDIN6 CODE, RESIDENTIAL (Sth EDITIOiW, THE EN6INEER HAS NOT REVIEWEV THE PRE- ENOINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR STRUCTURE ONLY 0 Z o � C) oC m p� � 0 O � z Ln O Ln J OO ]' 2582 ; • TI TLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING 3/4° THICK NOTE: - THI6 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FIN15H BANDING AND $AND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 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.5.C.R. - 5tH EDITION (2014) R103.6.1 AND A5TM C 1063, TWICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.S.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 GUAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN U4ICH THE WINDOW 16 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.S.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 PLT. HT. 4" BANDING — --_� ITYP) 1'-4" W. x 54" H. DECORATIVE Q; FIXED SHUTTERS T 4" BANDING -- (TYP.) SECOND FF. LINE T.O.M. 8" BANDING ---_ 4" 5ANDING-`� TEXTURED —{=� FINISH BANDING MAIN F.F. LINE _ _- 6 iLSHINCaLE �6 ROOF 7 G.C. VERIFY / 12 ALUMINUM OVER 6[ SHINGLE 240 SUB -FASCIA ROOF/? (TYPICAL) - L STUCCO L STUCCO FINISH FINISH, 6 12 G 6 12 D SHINGLE � SHINGLE ROOF7 ROOF GRADE LINE 4" BANDING ` (ASSUMED) DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED SAND FIN15H PLT. HT. lm� 1'4" W. x 5-0" H. DECORATIVE FIXED SHUTTERS -126 RONT ELEVATION SCALE: 1/4" = 1'-0" SECOND F.F. LINE T.O.M. 8" BANDING COACH LIGHT TEXTURED FINISH BANDING MAINPP. LINE GRADE LINE (ASSUMED) ELEVATION TRADITIONAL - "A" • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 0 � Z DAVIS BEWS DESIGN GROVP K ca w 150 STATE STREET EAST qI 176MAR, FLORIDA 34677 813.975.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS,CAM TAJN4PA • DENVER /� it r M O l� 0 J O JMI,W m p� O T z Oa LN L O 0 0 0-�ti L -r) J O J c 0 � E X 0) OO cy 00CCro� }� Z 04 • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED iii rt�ll Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plana; City, Florida 33563 813704,4842 FL# 52683 - COA# 28035 - Paul D. Kldwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N' AND FIND IT TO BE IN COMPLIANCE WITH AW R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE EN61NEER HAS NOT REVIEWED THE PRE- ENGINEERED TR1155 MANUP. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER: \SEALED FOR 5TRUGTURE ONLY 0 � Z DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST qI 176MAR, FLORIDA 34677 813.975.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS,CAM TAJN4PA • DENVER EST. 1994 � iii rt�ll Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plana; City, Florida 33563 813704,4842 FL# 52683 - COA# 28035 - Paul D. Kldwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N' AND FIND IT TO BE IN COMPLIANCE WITH AW R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE EN61NEER HAS NOT REVIEWED THE PRE- ENGINEERED TR1155 MANUP. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER: \SEALED FOR 5TRUGTURE ONLY 2582 • TI TLE • FRONT ELEVATION DETAILS 0 � Z o � m p� O � z O L -r) J OO 2582 • TI TLE • FRONT ELEVATION DETAILS 6 --- -------------- -- -------------- - LANAI ROOF GIRDER 6 1� VENT REQUIREMENTS TRu55 ROOF TRUSSES A I I u � I 4:12 � VENTILATION CALCULATIONS AT YPIGA) • —'- I ATTIC AREA =139 SQ. FT, / 300 = 0,46 SQ. FT. 11 11, I I X 144 = 67 SQ. IN. I 6:12 r j-------------� _-- HALF AT UPPER 2/3 ROOF VENTS = 33,36 SQ. IN. # UPPER 2/3 VENTS REQUIRED = I OF TOTAL SOFFITOVEENTItATION NEEDED 2 SQ. FT, 2 CAR GARAG E� I � I Sf f 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 I I , � I I I I . UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT, X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C, VERIFY QUANTITY OF ROOF /SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 11/2" THICK SAND FIN15H KEYSTONE LIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE_ INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBLF, - 5TH 3/4't EDITION (2014) R1031o.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER P.5-C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 11-0" CLEAR OPENING NEIGHT5 %k IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.SC.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.CR - 5TH EDITION (2014) 83122 D IN !m /2-670RY II�II�IIIIIIIAI I�1�IIL SECTION AA. SCALE: I/S11 - 1411 6 1E Q6 12 LSHINCsL� Q6 SHINGLE 6� ROL ROOF _ PLT. HT. _ _ - _ _ PLT. HT. TEMP. _ /5TUCCO 901' m /5TUCCO FIN15H FIN15P a- * SHINGLE ,/ 12 �l ROOF GgHINGL� SECOND F.F. LINE SECOND FF. LINE _ SECOND FF. LINE _ an Q6 ROOF SECOND FF. LINE T.O.M. - /TEXTUREP FINISH /TEXTURED c, .FINIS MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ - _ _ - MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/811 : I'-011 2 12 6 IE SHINGLE 12 Q6 ROOFCCE — SHINGLE PLT. HT. _ ROOF -- PLT. HT. STUCCO�-STUCCO FINISH zo Fri. * FINISH7 12 wall PF. LINE SECOND F.P. LINE 101; lo - SHINGLE 8 a' T.O.M. _ ROOF SECOND-TOM TEXTURED TEXTURED 6, FIN15H FINISH MAIN F.F. LINE _ TEMP. - _ MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/8" = P-011 6 12 Q6 12 /SHINGLE 6 ROOF Q6 SHINGLE ROOF PLT. HT. _ _ _ _ _ PLT. HT_ b /5TUCCO /STUCCO --STUCCO 6 12 FIN15H 7 FIN15H SHINGLE 12 FINISH 7 E SHINGLE �l �l ROOF 4 �l SECOND FF. LINE_ ROOF/ 811 SECOND FF. LINA S° SECOND F.F. LINE �EXTURED/XTURED �EXTURED ZTEXTURED b FINISH FINISH FINISH 7 FIN15H 7 �, MAIN FF, LINE - - - - - - — --! - - - - - . - _ _ MAIN FF, DINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION SCALE: 1/8" -- 1411 • SH T • ELEVATION TRADITIONAL "A" www wft -ww I ■ m" I 6:12 K I ESC 1994 o--- U r0 Oto I 0 0 J co 1 M h/2N am T m N I L L ao� • _ 00 '� 0 n I -------------------- 0—j c0 E lL 0 O i it 0 t�jtl0 GARAGE ROOF C. c ZNL V VENT REQUIREMENTS ------- 6:12 p 6:12 I r VENTILATION CALCULATIONS ATTIC AREA = 529 SQ, FT. / 300 =1.76 SQ, FT, TYP. X 144 = 254 SQ, IN. OVERHANG I AT HIP j ti j HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED =1 I TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. -------------------------- AA ROOF PLAN, SCALE: 1/8" - 1411 11/2" THICK SAND FIN15H KEYSTONE LIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE_ INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBLF, - 5TH 3/4't EDITION (2014) R1031o.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER P.5-C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 11-0" CLEAR OPENING NEIGHT5 %k IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.SC.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.CR - 5TH EDITION (2014) 83122 D IN !m /2-670RY II�II�IIIIIIIAI I�1�IIL SECTION AA. SCALE: I/S11 - 1411 6 1E Q6 12 LSHINCsL� Q6 SHINGLE 6� ROL ROOF _ PLT. HT. _ _ - _ _ PLT. HT. TEMP. _ /5TUCCO 901' m /5TUCCO FIN15H FIN15P a- * SHINGLE ,/ 12 �l ROOF GgHINGL� SECOND F.F. LINE SECOND FF. LINE _ SECOND FF. LINE _ an Q6 ROOF SECOND FF. LINE T.O.M. - /TEXTUREP FINISH /TEXTURED c, .FINIS MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ - _ _ - MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/811 : I'-011 2 12 6 IE SHINGLE 12 Q6 ROOFCCE — SHINGLE PLT. HT. _ ROOF -- PLT. HT. STUCCO�-STUCCO FINISH zo Fri. * FINISH7 12 wall PF. LINE SECOND F.P. LINE 101; lo - SHINGLE 8 a' T.O.M. _ ROOF SECOND-TOM TEXTURED TEXTURED 6, FIN15H FINISH MAIN F.F. LINE _ TEMP. - _ MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/8" = P-011 6 12 Q6 12 /SHINGLE 6 ROOF Q6 SHINGLE ROOF PLT. HT. _ _ _ _ _ PLT. HT_ b /5TUCCO /STUCCO --STUCCO 6 12 FIN15H 7 FIN15H SHINGLE 12 FINISH 7 E SHINGLE �l �l ROOF 4 �l SECOND FF. LINE_ ROOF/ 811 SECOND FF. LINA S° SECOND F.F. LINE �EXTURED/XTURED �EXTURED ZTEXTURED b FINISH FINISH FINISH 7 FIN15H 7 �, MAIN FF, LINE - - - - - - — --! - - - - - . - _ _ MAIN FF, DINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION SCALE: 1/8" -- 1411 • SH T • ELEVATION TRADITIONAL "A" www wft -ww I ■ m" • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 T9 ISSUED 09-15-17 REVISED K 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813.925.1300 TET. 813. 925. 1800 FAX WVVW.DAVLSBEWS,COM TAMPA • DE 44NIE , ESC 1994 o--- U r0 Oto 0 0 J co M h/2N am T m N L L ao� • 00 '� 0 n 0—j c0 E lL 0 O i it 0 t�jtl0 C. c ZNL V • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 T9 ISSUED 09-15-17 REVISED 2 r111 111 111 Vortex Engineering, LLC 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FIA 52683 CNA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA 3UILDIN6 CODE, RESIDENTIAL Oth EDITION, THE ENGINEER HAS NOT REVIEWED THE PRE- EN&NEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED To THE ENGINEER. �EALED FOR STRUCTURE ONL7/ 2582 • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OWSMAR, FLORIDA 34677 813.925.1300 TET. 813. 925. 1800 FAX WVVW.DAVLSBEWS,COM TAMPA • DE 44NIE , ESC 1994 o--- 2 r111 111 111 Vortex Engineering, LLC 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FIA 52683 CNA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA 3UILDIN6 CODE, RESIDENTIAL Oth EDITION, THE ENGINEER HAS NOT REVIEWED THE PRE- EN&NEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED To THE ENGINEER. �EALED FOR STRUCTURE ONL7/ 2582 • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 7F MATERIAL PER NATIONS WITH APPROVED )ERLAYMENT (REFER TO VER SHEET) ---ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN 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 BRG. HGT. M. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATM & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND � 1 SHOWN, PROVIDE 4" -1" BEAD OF 1 CONST: ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING 1 EXTERIOR FINISH PER BUILDER 1 � PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE ° mail 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 gT,S,F FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER SILL PLATE �����G� (SEE DETAIL B O O FOR OPTIONS) P� ,-CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER RESISTIVE BARRIER C^' ^ "P WEATHER RESISTIVE R & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE ----FLASHING WINDOW) �,. 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. K,/7 STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS - SEE STRUCTURAL FOR CONNECTORS - FLOOR TRUSS SEE STRUCTURAL - 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 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 • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED DAVIS SEWS DESIGN GROVP K m FST. 1994 u1 VOLoO 0 _1Mn9 0"500 N m r T all N L DRUM 00 0-, CO 3� E 006 iJ;Nm 0 CD 0 Z C4 v • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 2582 • TI TLE • FLASHING DETAILS 3A3 . DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR,ROMA 34677 813.925.1300 TE[. 813. 925. 1800 FAX W W WnAYISSEWS.CAM TAMPA • L7ENVER. FST. 1994 2582 • TI TLE • FLASHING DETAILS 3A3 . SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERIINATE SELF ADHE5IVE FLA5HING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLA5HING MA60NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --` REFER TO TECHNICAL / / LETTER ON CHEMICAL ,,, COMPATIBILITY ° ° ° SELF -ADHERED FLASHING / WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN ---,, OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) ,,- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6 USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING WINDOW UNIT SLOPE 0.3 in :12,0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR rrr7lN CEMT. FIN. BUILDING PAPER WIRE LATH 1-7 SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) ,. SCORED. RELEASE PAPER SELF -ADHERED FLASHING, �` (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING / \ / O / r' •'fid'^ NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER -� / / SEAL TOPS JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN OF 6" / FLASHING .PER TEXTURED, PAINTED -" SELF -ADHERED FLASHING INSIDE CORNER `J OUTSIDE OF FLASHING MANUFACTURES SPECIFICATIONS ROOF CRICKET: EXTER. WALL FINISH DAVIS BEWS DESIGN GROVP ____--ASPHALT BASED SEALANT APPLIED / MIN: 3:12 SLOPE PLASTER STOP C r0 BEHIND FLASHING CRICKET AS (REQUIRED AT CAULKING ` \ ; , fi`•dycd.i{:fii t: SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF �M y' `ptl}tiy'�Yn; AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER , Vdvi;:,.S, �}ay Ifo MINIMUM OF 6" ABOVE 6111 ;} FLASHING W/ TAR VERTICAL RISE OF ;.., ..•Q..J4 40 ZNGvP FLASHING AT KNEEWALL ! !, µii}.:; ''l.,•fla; \ CONT. GALV. "L" f !1•f FLASHING PER DIVERTER f' MANUFACTURES N FLASHING SPECIFICATIONS SEALANT la••Jn••. OVER ROOF _•�ROOF MATERIAL PER _ SHINGLES W/ TAR """"' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED E L A S H I N G DETAILS DRIP EDGE J"'`' t,"" k UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIACOVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. °L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES TEXTURED, PAINTED EXTERIOR WALL FINISH SPECIFICATIONS OVER ROOF rt iR a, a r y.rLrHrr r2L 11% 1% 1 1"'L SHINGLES W/ TAR :.• :,, ', :.•:..�.r+ ,t ;L :L :L ::iL` ri )� , i� i HOLD EXTERIOR K it ;::::� e ti w., FINISH 2" ABOVE ROOF SHINGLE PER CONTRACT Rto —If:;'.L, �..'.�` ' :' ` K L` ` : ' FLASHING t DAVIS BEWS DESIGN GROVP r _ EST 1994 �,� :t C r0 .:�Ya::J.,::fn�irµ• r., . .:!: CAULKING ` \ ; , fi`•dycd.i{:fii t: Lo N �M y' `ptl}tiy'�Yn; •: r: : f4 7 , Vdvi;:,.S, �}ay Ifo 5 E ICY m�, 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -\ 6 TO 12" - PER PLAN SPEC'S. GALV. 'L' FLASHING TYPICAL. ROOFING FELT - —DRIP EDGE - FASCIA FIGURE 3: CORNER DETAIL 010- F10& METAL DRIP EDGE TO 9�Ys, BE UNDER UNDERLAYMENT AT ROOF EAVES �sr OA. c 0+ ' , OOF OEOK 40 TYPICAL ROOF TO Rq �Ro 2's:° WALL FLASHING DETAIL Fq�TtiTo� 5�A°°°Ram 7\40 °°�` RAKE METAL DRIP EDGE 22 29' TO BE OVER 5' -EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED; OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. -�' - CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE -CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 9 CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 718" 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 �u MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING **,Oo AL-A--SLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST 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 OUTSIDE CORNER )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. NT5 • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED DAVIS BEWS DESIGN GROVP K m _ EST 1994 C r0 0 CMN; ,A e g N n Lo N �M 0 O g�� o�C0 5 E ICY m�, cy L J 41Q ICn too 0 40 ZNGvP • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 2582 • TI TLE • FLASHING DETAILS If 3T4 0II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0UXMAR, FLORIDA 34677 813.975.1300 TEL. 813.92'5.1800 FAX WWW.DAVLSBEWS.COM TAMPA • nEIV VER. _ EST 1994 2582 • TI TLE • FLASHING DETAILS If 3T4 0II L CTfRICAL <E"" 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER METER ow.P. WEATHERPROOF DUPLEX OUTLET A/C DISC. KkFJ. GROUND FAULT INTERRUPTER DUPLEX OUTLET No= HALF -SWITCHED DUPLEX OUTLET F® SPECIAL PURPOSE OUTLET 014 AND 092 COPPER TO ' DUPLEX OUTLET IN FLOOR INSIDE LIGHTS AND OUTLETS 220 VOLT OUTLET PA)EL WALL SWITCH 13 THREE-WAY SWITCH WATER HEATER UNDERGROUND 14 FOUR-WAY SWITCH % COPPER TO RANGE $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE POWER COMPANY WALL MOUNTED INCANDESCENT LIGHT FIXTURE GROUND ROD i RECESSED INCANDESCENT LIGHT FIXTURE ALSO SERVICE TO BE BONDED Ac. LIGHT FIXTURE WITH PULL CHAIN TO FOOTING STEEL I TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;b EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) QQ THERMOSTAT Cp ELECTRIC METER J� ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) W.P. cU,> G.F.I. ROUGH -IN FOR OPT. CEILING FAN V J �7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING PAN (—I u u II 34`64' II - II 13 -6 x3 6 A/C 13 6x3 6 A/C G J PAD (SEE MECH. PAD (SEE MECH. I I NOTES- CONTRACTOR CONTRACTOR FOR LOC) I I FOR LOW i .PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTER$ (GP.I) AS INDICATED L I L ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE A/C FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: DISCONK SWITCHES.... 4211 OUTLETS ..... 1411 TELEPHONE. ..1411(UNLESS ABY COUNTERTOP) TELEVISIOR ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOMS, RECREATION DOOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE A,F.CJ. 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 V.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY 5UILDING HAVING A FOSSIL-FUEL-BUIIIING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARM6 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 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. I%T/ WP l Ww"lV' ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POOR COMPANY. W.P. W.I. FOR T.U.G. SERVICE COACH LIGHT COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT 4/0 ALU. CABLE MAIN DISCONNECT METER 150 STATE STREET EAST Off, FT.ORMA 34677 813.925.1300 MML 813. 925. 1800 PAX W W W.DAVISBEWS.CAM TAMPA • EDE %JVER. A/C DISC. COMBO - SQUARE D I TYR 014 AND 092 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PA)EL V COPPER TO > E a� WATER HEATER UNDERGROUND IN fit+ % COPPER TO RANGE SERVICE BY POWER COMPANY #4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POOR COMPANY. W.P. W.I. FOR T.U.G. SERVICE COACH LIGHT COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED x m DAVIS BEWS DESIGN GROVP r LIS Lo 0 150 STATE STREET EAST Off, FT.ORMA 34677 813.925.1300 MML 813. 925. 1800 PAX W W W.DAVISBEWS.CAM TAMPA • EDE %JVER. — -a EST. 1994 J0 O J 0 N - I N Lo M Lo LL • 0 ►. o 0� �0W > E a� IN fit+ y� Op Z N d • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED 0 � Z Lu 0 c:>C) rvoo 0 � m � O 37 x O Ln J � Q C) 2582 • 77TLE • MAIN FLOOR ELEC. PLAN �A DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST Off, FT.ORMA 34677 813.925.1300 MML 813. 925. 1800 PAX W W W.DAVISBEWS.CAM TAMPA • EDE %JVER. — -a EST. 1994 0 � Z Lu 0 c:>C) rvoo 0 � m � O 37 x O Ln J � Q C) 2582 • 77TLE • MAIN FLOOR ELEC. PLAN �A LECTFRICAL < **,r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABODE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET �@EFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHDUTTON SWITCH (OPTIONAL) �i CARSON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARSON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL — DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING PAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT LIMIT -INTERRUPTERS (GF.1) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISION ..14" 3. ALL SMOKE DETECTORS SHALL 13E 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 A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5, ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GP.C.I. PROTECTED (W.U. 6. IT IS THE RESPONSI5ILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA. 10, NE.C. 2011, F.B:C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 9. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAWS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.G. VERIFY LOCATION OF (2) RECESSED CAN LIGHTS GARAGE RIGHT • 48 JOB NUMBER 27002.311 CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED TEL $13.92.5.1$00 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER --�-.� Fs -1:1994 �- x r0 00100 0 a0 0 crNW ONM Lo j T N L L �nV. • 0 0 ° ° -0 �.�.0 J G o co d 06 ricy 4� .- �n 00 y� Tp z 11 of JOB NUMBER 27002.311 CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED C/) z 0 O C) m rvool Oc) Lf I..fi O �n J a o � DAVIS[WS DAMS BEWS DESIGN GROVP 150 STATE SiRPEI- EAST OLL76TMR, FLORIDA 34677 813. 925.1300 2582 ' TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. TEL $13.92.5.1$00 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER --�-.� Fs -1:1994 �- C/) z 0 O C) m rvool Oc) Lf I..fi O �n J a o � DAVIS[WS DAMS BEWS DESIGN GROVP 150 STATE SiRPEI- EAST OLL76TMR, FLORIDA 34677 813. 925.1300 2582 ' TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. FLOOR TRUSSES ROOF TRUSSES FRAMING FA5TENER GAPAGITY LEGEND O 61MP5ON MT646, 20 - (1) IOd w/ (4)1/4" x 21/4" TITEN (TYP. 12 HIO - (8) 8d X 11/2" (TYP. SYP FRAME) FRAME TO MASONRY) _SIMPSON U2 6IMP60N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) @ SIMPSON MT512 - (14)10d 11/2" (TYP. 6YP FRAME TO FRAME C ALL-AROUND) O5IMP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. 14 5IMP50N L5TAI8 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) JMI�m ® SIMP50N LTT205 - (10)-10d + 1/2" x 10" AB (TYP. FRAME TO 15 51MP60N PT520 - (24)10d 11/2" or (20)10d (TYP. 6YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) �5 SIMPSON HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 51MP60N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) 0 ® 5IMP50N NTT4 - (1) 5/8" dia. A.B. + 18-16d BOLT IN SIMPSON SET 1rt (2) SIMP50N MT818 - (14)10d 11/2" AT EA. STRAP (TYP. SYP FRAME TO EPDXY. EM5ED A.B. 5" (MIN.) INTO CONCRETE OR MA60NRY K0. FRAME) BLOCK SET, (TYP. SYP FRAME TO MASONRY) 18 (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O5IMP50N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2 -PLY M55 HEEL TO MASONRY)(39650) lg 5IMP50N ST6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 5IMP50N MGT - (1) 5/8 DIA, x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) SIMPSON PT520 - (24)10d 11/2" AT EA, STRAP (TYP, 6.Y.P. FRAME (MIN) INTO MASONRY K0. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® SIMPSON MSTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 5IMP50N PT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 5IMP50N LGT3-5D5 25 (12) -6D5 1/4" x 2" INTO GIRDER AND (4) 3/8"22 ® SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. FOR 3 -PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES IMP5ON HTT5 - (l) 5/8" DIA. A.B.+ 26-16d BOLT IN 5IMP50N SET REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE � FOXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 2q 6IMP60N HT6MI6 - (8)10d wl (4)1/4x21/4 TITEN (TYP. SYP FRAME TO MA60NRY K0. BLOCK SET, (TYP. SYP FRAME TO MASONRY) C,M.U, ALL-AROUND) 10 5IMP50N PGT -2 (2 ply member) -(2)3/4" DIA. AB. + 16-10d EMBED A.5, 25 SIMPSON M6TCM40 W/ (14)-16d SINKERS AND (10)" x 2" TITEN INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET 5GREW6 EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 2� 6IMP60N MSTCM60 W/ (26)-16d SINKERS AND (14) " x 2 " TITEN I1 SIMPSON PGT -3 (3 ply member) - (2) 3/4"DIA. AB.+ (16)10d EMBED 5CRING AB. INTO MA50NRY K0. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTES: 1, TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRUSS 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 51MP60N STRONG -TIE CATALOG IC -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 16 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU66 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TfRU55 D 5I N NOTE: ADDITIONAL DELEGATED TRU56 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHEROE: I: ALL ONE 5T0 Y MASONRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EACH l (1)10d x I -I/2" (UND.) 2: ALL TWO STORY MASONRY TO TRU66 CONNECTIONS TO BE 5IMP50N PETA20 (32" O.C. h�X. Wil � 10d x 1-I/2" (116EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED!*) (UN.O.) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 5IMP50N H1OA W/ (16)10d x 1-1/2" OR SIMPSON HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCM60 MAY BE 51.15STITUTED FOR ANY N174 CALLOUT WHERE THE MSTCM60 CAN BE INSTALLED PER MANUFACTURER'S 6PECIFICATION6 FOR FULL CAPACITY • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED SPECIFICATION FOR LEDGER6 K as w ���a � •'' �/i� C T1 _o W 0SO" 0 JMI�m I��S J ••ars•• • • � ®tI �``� LEDGER B (LB) - i r ti NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES 0 SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE T N LEDGER C (LG) - (2) 2x8 PT W/ 5/8" DIA, x 8" A.B. AT 12" O.C.STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSi(o AT L• QQ�M LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE 0 0 -0 CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - `o9c°o OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA, TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU85 E W LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING 0 cm L -J �CO REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). TZ C'I v 10 01 • JOB NUMBER 27002.311 • CAD FILE NAME LOT 155 TB ISSUED 09-15-17 REVISED OT T LEDGERS C OR D, HU/HUC28-2 OR HU/ 28-3 MAY BE USEDO 2 Y OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. TRADITIONAL ELEVATION "A" TRUSS STRAPPING PLANS 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florlda 33563 813,7044842 FL# 52683 - CNA# 28035 Paul D Kidwell, PE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE HITH 5ECTION R301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRJ55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER \,5EALED FOR 5TRUGTURE ONLY • TI TLE • TRUSS STRAPPING PLAN • SHEET • SPECIFICATION FOR LEDGER6 'moi ���a � •'' �/i� = CIO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE _o W 0SO" rl� /'�• (7 r \/ ••� 0 �•1 • O I��S J ••ars•• • • � ®tI �``� LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (1611 O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE OT T LEDGERS C OR D, HU/HUC28-2 OR HU/ 28-3 MAY BE USEDO 2 Y OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. TRADITIONAL ELEVATION "A" TRUSS STRAPPING PLANS 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florlda 33563 813,7044842 FL# 52683 - CNA# 28035 Paul D Kidwell, PE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE HITH 5ECTION R301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRJ55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER \,5EALED FOR 5TRUGTURE ONLY • TI TLE • TRUSS STRAPPING PLAN • SHEET • SPECIFICATION FOR LEDGER6 (THE FOLLOWING SHALL APPLY UNO.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 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 (1611 O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 515TERED TO THE WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LG) - (2) 2x8 PT W/ 5/8" DIA, x 8" A.B. AT 12" O.C.STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSi(o AT TOP CHORD BEARING AT EA. TRUSS (T)'P. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRU58 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. SWAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA, TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU85 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY 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 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LCs) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HTSi6 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. OT T LEDGERS C OR D, HU/HUC28-2 OR HU/ 28-3 MAY BE USEDO 2 Y OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. TRADITIONAL ELEVATION "A" TRUSS STRAPPING PLANS 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florlda 33563 813,7044842 FL# 52683 - CNA# 28035 Paul D Kidwell, PE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE HITH 5ECTION R301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRJ55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER \,5EALED FOR 5TRUGTURE ONLY • TI TLE • TRUSS STRAPPING PLAN • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 8 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 PROPUCT5• • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION5 FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS, CHANGE5 SPECIFIED BY THE TRU55 MANUFACTURER 5HALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THI5 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'S COMPONENTS 's THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN 5U5MITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED U51NG THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED U51NG M05T RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T RECENT 5C51 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE 5TRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR 5UPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 5U5JECT TO MODIFICATION 5A5ED ON REVIEW LETTER. • TRU55 CONNECTIONS 5PECIFIED BY THE TRUS5 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAIL5 SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 5PECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE-ST-RE55ED CONCRETE COMPONENTS 5HALL BE USED 4 INSTALLED PER MANUFACTURER'5 SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 8 PLACED BASED ON DE51GN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OE C45TCRETE LINTELS OR EQUIVALENT 15 REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED ODUCTS SUCH AS: ROOFING, WINDOWS, DOOR5, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'5 SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE 5EALED PLANS. •+ NOT;::: ENGINEER OF RECORD HAS NOT REVIEWED THI5 INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALL5 4 KNEE WALL5 5URROUNDING STAIRWELLS ARE TO BE FRAMED is 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOME5 W/O HABITABLE ROOM A15OVE GARAGE: ALL FRAME GARAGE WALLS 4 GEILING6 TO BE 1/2" DRYWALL. • 2 STORY HOME5 W/ HABITAP E ROOM ABOVE GxARAG : ALL GARAGE CEILING TO BE 5/S" TYPE 'IX" DRYWALL ALL FR G R GE WALLS TO B /2" DRYWALL.. • ALL DOORS FROM GARAGE ADJACENT TO LIVING 5PACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN, FIRE RATING OF 20 MINUTE5 WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE; SEE ELEVATION PAGE FOR ROOFING TYPE): • FA5TENER5 FOR ASPHALT 5HINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. 81305.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBGR 905.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN, 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. 15RICK 4 5TONE: • BRICK/STONE 5HALL BE SELF 5UPPORTING. MA60N SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X318" STEEL ANGLE W/ 1/2 DIA. X 5" SIMPSON TITEN HD ANCHORS Is 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 8 F -5-C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/6" 5TEEL ANGLE W/ 3/S DIA. X 4 LAG SCREWS 6 12 O.G. W/ 411 LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RE5PON515LE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DE51GN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRUS5 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREA5 FOR PURPOSE5 OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT 45 NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLA5HING5, WEEPS, CONTROL JOINTS, 8 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEER5 5HALL BE INSTALLED PER MANUFACTURER'S 5PECIFICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERI=LACES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3, AMERICAN CONCRETE INSTITUTE OF MASONRY STRICTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY 5TRJCTURE5 (TM5 403) 1.4. AMERICAN SOCIETY OF CIVIL EW-41NEER5 MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER 5TIRUCTUFE5 (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 8 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD T5U55EA BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION. 1.1, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION (ND5) LATEST EDITION. 1.6. AMERICAN PLYWOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA : DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATICN5) 2.1. ROOF LOADING: ROOF 5UR=ACE LIVE: 20 PSF ROC.F 5UR--ACE DEAD: 1 PAP FOR 5HINGLE OR METAL, 20 FP F FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 P5F HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 PSP 22. FLOOR LOADING- GENERAL OADIN -GENERAL LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 FF PASSEINGER VEHICLE GARAGES LIVE: 50 PAF ROOM OTHER THAN SLEEPING RXM5 LIVE: 40 PAF SLEEPING ROOMS LIVE: 40 PSF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSC GUARDRAILS IN -FILL: 50 PAF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS L15TED IN THE FBCR TABLE 8301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PAF AT ELEVATED FLOORS, CONTACT ENGINEER FOR R ECOh1MENDATION5 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE 501L PRE65URE 15 A5SUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1 32, THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 33. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY d COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION B PROCEDURE TO COMPLY WITH AGI STANDARDS. 4.2. CCNCiRETE $ MINIMUM C SSIVE 5TREN6TH OF 2500 pal @ 28 DAYS (UXOJ. 4.3. REINFORCEMENT REBARS A5TM A615 GRADE 60 (UXO.) 4.4. WELD WIRD FABRIC (WWP A5TM A185) or PI5ER ME514 PER A57M Ci116 TYPE 111 4.13. USE 0.151, BY VOLUME MINIMUM (1.5 LBS / CU YD) 4.5. LAP SPLICE5 8 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 6 MATERIALS SHALL CONFOR'1 TO ALL REQUISV'1E1NT5 OP, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530YA5CE 6/7M5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAR'11NGTON HILLS, MICHIGAN: d THE AMERICAN SOCIETY CT CIVIL EN3INEER5, R ESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 52. GENERAL SPECIFICATION FOR MA50NR'' 51RUCTURES: 5.2.1. TE5TIW3 OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THI5 PROJECT, 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS f'm=1500 P5. 5.23. DETERMINATION OF COMPRE551VE STRENGTH 15 THE ALLOWABLE STRESS METHOD. 5.2.4, UNIT 5TREN6TH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH A5TM 0416. GROUT SHALL BE 3000 PSI U.N.O. $ HAVE A SLUMP RANGE OF V-11". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MOLAR 5.3.2. MA5CNRY UNIT MATERIALS 5HALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT. 5.33. REINPORC-EMENT, TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLE55 STEEL 15 NOT APPLICABLE. 5.3.6, COATING FOR CORR051CN PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PIROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PRE-5TP;r=551N6 ANCHORAGE, COUPLERS, 6 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETTE UNLE55 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.42. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MA50NRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE REC011ENDATION6 ONLY, UNLE56 CLEARLY DELINEATED AS ,REQD 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS 51-ICWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TM5 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOVER ALTERTATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/67, AND'MICHIGAN CONTROL JOINT'.. 6. L= FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURERS ASSOCIATION. 62. ALL LUMBER 5HALL BE SOUND, SEASONED, 4 FREE FROM WARP. 63. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED ID BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. NOT USED 6.3.3. NOT USED 6.3.4. ALL TR65 ERACINC-i LUMBER 514ALL BE S.Y.P. 02 OR BETTER 63.5. INTERIOR LOAD BEARING (IF A9=LICA5LE) WALLS STUDS TO BE SPACED s 16" O.C. 4 SHALL BE S.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING 5.Y.P. COMPONENTS, 02 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 12 GRADE U.N.O. 63.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL 5TTUD5 OVER V-0 6 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS S 4'-0 O.G. AS 5HOL.N IN DRAWINGS, 6.3.9, ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP PI-ATE5 4 SHALL BE FASTENED PER P/53. 50TTCM PLATE5 5HALL BE S.Y.P. INTERIOR BEARIW;; COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 5000 TO BE CONTINUOUS THRU TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE5HALL BE PRE55URE TREATED OR NATURAL DURABLE U100D. 6.5. PRESSURE TREATED LUMBER 544LL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. I1 -W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MAIRK LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIP5 (MAXIMUM 24" O.C.). (SEE PLANS FOR 5HEATHNG THICKNESS.) FOR ALL 5HEAT14ING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIDI. THICK APA RATED SHEATHING 5UPPORTED 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 E GROOVE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECO'1MEOATIO 15. 6.1. ALL NAILIW;s 8 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER C0N5TRJCTION REQUIREMENTS. ALL NAILS EXPPOAED TO THE EXTERIOR SHALL BE GALVANIZED, 6.8. ALL CONNECTION HARDWARRE SHALL BE GALVANIZED 4 SUPPLIED BY 51MF50N STRONG TIE CO., U51`, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 REC.OI NDATIGNS 4 5HALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10. ALL WOOD FRAIL" LING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CON5TRUCTION. 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRICTED BY ATTACHING 1/16" APA RATED 5HE4THING TO ONE 51DE WITH NAILING PATTERN PER 'O'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10" AB, 6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 @ 24" O.G. MAX TO FLOOR TRJ55EA OR BLOCKING AS APPLICABLE, AT TOP PLATE ABOVE ATTACH WITH 51MP5ON HT516 OR TO BLOCKING ABOVE 6 24" O.G. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIE5 THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 6 ROOF DOWNSPOUTS SHALL D15CHARGE e LEA5T 1'-0" FROM BUILDING 51DEWALL5. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL R15ER5 k SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 51DEWALL6. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING 501L APPLIED TERMITICIDES, 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 C01"IPLIANGE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOOR5 FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM 6 MIL. VAPOR RETARDER MUST IBE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED Pr -:5T 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 5U5TERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES 4 LAW5 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 5PECIFIGotION FOR BUCK ATTACHMENT (THE FOLLOWING 5HALL Y ..O. • IF lx - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x • BUCK. ATTACH TO MASONRY w/ 1/4" x 3" MA50NRY ANCHORS o 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) FOPLIMITATION5 (THF FOLLOWING 5HALL PLY U.N.O.) EX ENGINEERING, LLC. HAS CHECKED THE HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION 8301 OF THE FLORIDA ING CODE, RESIDENTIAL 5TH ED., AND 15 NOT ONSIBLE FOR THE DESIGN'S ARCHITECTURAL R DRAFTING CRITERIA (I.E. - DIMENSIONS, ETICS,CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DE51GN I5 THE RESPONSIBILITY E DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UN.O.) • ALL 1/2" PIA. 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 MA50NRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TDP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED BLA55 SHALL HAVE A MINIMUM EMBEDMENT OF 1" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET 5HALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5FECIFICATION FOR LANDING5 4 5TAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY UN.Q.) • 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: •• MASONRY/GONG. WITH �" DIA X.3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAA./GONG.). •• WOOD WITH (4) 0.131 X 31" 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 GONG). ATTACH FOOT TO FLOOR: •• 6 CONC, W/ 4" DIA. X 3" TAPCON5 6 12" O.G. •• 6 WOOD ATTACH W/ 0.131 X 321NAILS ATV' O.C. TO TRU55/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 *2 5YP, MIN. -, 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.5. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 3j" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCON5 65" O.C. STAGGERED tv MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 5IMP50N LU626 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF PBC TABLE 8301.5 4 SECTION 8312. "POR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014)." ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SQFT + 28.8/-117.9 PSF @ 20 SQFT + 26.7/-109.8PSF @ 50 SQFT +22.5/ 100.1 PSF @ 100 SQFT + 20.4/- 92.4 PSF WALL @ 10 SQFT +50,0/-67.0 PSF @ 20 SQFT + 46.6 - 62.7 PSF @ 50 SQFT + 44.9L- 57.2 PSF © 100 SQFT + 42.4/- 55.5 PSF @ 500 SQFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6/- 49.7 PSF 10' WIDTH +43.9/-49.2 PSF 12' WIDTH +43.2/-48.6 PSF 16'+ WIDTH +42.2/-47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIF-5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN6, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN6, LL.(:,. HARMLE59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY rz ; 2 Q i % �:• Q , z0 w E ooj a _ v p� ZT u - LU- Now LU DATE 06-30-17 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Notes Sheet number: N1 141-30 12 YR) SEE ELEV, 6 PRE- ENGINEERED WOOD TRUSSES 6 24 0/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) HATCPING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 �� CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) 106 NAILS AT 2x8 WALLS USE 5PH8 SCALE: NTS BEARING WALL (W/ S-1 d\ SIMPSON 5P2 -3 EA.5TUD GRADE 60 BAR SIZE BEND DIAMETER 1/16" APA RATED 5HEATHIN LAP SPLICE BEND DIAMETER LENGTH BEE SCHEDULE FOR FASTENING 2 X 5.Y.P. STUDS 16" D.G. - U.N.D. LOAD BEARING OR DOUBLE TX" 5.P.F. TOP d° / I1Dll PLATE . 2X4 PT STUDS w 16" O.G. OR (1)2X4 PT STUD -S 24" O.G. UNDER COMMON TRUSS W/(2) 1181( CRICKET A5 REQUIRED ° 2X4PT STUDS UNDER HIP �it 12 e.d CARRIER/GIRDER TRU55 ° e I - "4 ° SIMPSON 5P1 6 EA. STUD p; M5=21/2' ''A ' 41 n e.'7, "1=3-1/2)2 d '' .:.:. MAIN SPAN ROOF TRU55 I e d 2x4 PT. BTM. PLATE W/ 25 3 3/4" 1 \ G �. b' 1/2" DIA.x6" A.B.'s 24" D.C. '"6 33/4 UPLIFT CONNECTOR (SEE SCHEDULE) 14 5IMP50N META20 Q EA.STUD 4 1/2" LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 43/8 • MOISTURE BARRIER 35 8"X5"X16" K.O. BLOCK W/1 05 CON . 8 FILLED W/2500 1051 GROUT 9 13/16 , :. (1/5 VERT. IN CONC.FILLED CELL W/ 5TD. 90" HOOK IN K.O. BLOCK HATCPING LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 �� CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) 106 NAILS AT 2x8 WALLS USE 5PH8 SCALE: NTS BEARING WALL (W/ S-1 d\ GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 2 X 5.Y.P. STUDS 16" D.G. - U.N.D. LOAD BEARING OR TOP PLATE d° / I1Dll 1 . "LU �i z 1181( «3 ° V �it 12 e.d * \d ° e I U / M4.2-1/2" "4 ° ° 4 p; M5=21/2' ''A ... 41 n e.'7, "1=3-1/2)2 d '' I� a d' I .e ° I e d 11 3/4 25 3 3/4" 1 \ G �. b' 30 '"6 33/4 81/16 14 30 4 1/2" LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 43/8 9 13116 16 1/2 35 REQUIRED LAP SPLICE, EMBEDMENT, 6 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 2 X 5.Y.P. STUDS 16" D.G. - U.N.D. LOAD BEARING OR TOP PLATE W FOOTING SEE ." w FOUNDATION PLAN FOR : ;'•^ « 51X55 8 MORE INFO. •; li I1Dll • •° e ; co • I SPH4 CONNECTORS SHOWN. 4AT "LU �i z 1181( «3 11A8 41118�� �it 12 2 I/4° 411IB4� 9014 Garage Wall Section Brn Wall "4 21/2 5 5/8 91/2 20 311 5 5/8 121/2 24 05 31/8 1 11 3/4 25 3 3/4" 1 15 1/2 30 '"6 33/4 81/16 14 30 4 1/2" 81/16 161/2 36 01 43/8 9 13116 16 1/2 35 5 1/4" 9 13/16 213/4 42 08 TO TOP PLATE w/ 5IMP50N 5PH4 w/ - - - 8" 1125 243/4 48 "9 _ _ _ - 911 12,66 28 54 10 _ _ - - 10" 14.06 31 60 O11 _ _ _ 11" 15.46 341/4 (06 INTO DBL 4511 Detail G UPLIFT) CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION CONNEGTORS IN LIEU OF S_1 SCALE: NTS Wlth Uplift B 2 X 5.Y.P. STUDS 16" D.G. - U.N.D. LOAD BEARING OR TOP PLATE W FOOTING SEE ." w FOUNDATION PLAN FOR : ;'•^ « 51X55 8 MORE INFO. •; '. +' • SEE FOUND. PLAN �: : f <' CLEAN 4 COMPACTED SOIL. S-1 SCALE: NTS Without Uplift • •° e ; co • I SPH4 CONNECTORS SHOWN. 4AT "LU �i z Rebar Lap,Embedment &Hook Schedule (95go MODIFIED PROCTOR PER ASTM DI551) SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 BRC. N oZ FOR WALLS LARGER THAN Garage Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUR I R-38 INSULATION OR PER ENERGY CALC5. 10" x 1/2" DIA. "J" BOLTS 4 WASHERS :" 1" X P.T.STUp S 1 )W/ Uplift SEE PLAN �, DOCUMENTATION TO INSPECTOR TIME OF INSPECTION. IF SHINGLE IS USED, Now NH M 2x8, USE 5IMP50N 5P1'5 ON EACH SIDE STUD TO 05 VERT, IN FILLED "J" BOLT W/ NUT 4 WASHER (REFER TO S 1 SCALE: NTS NOTA: N CENTERED ON WALL CELL 9052.7• I0 BOTTOM PLATE � SIMP50N FOR EXTERIOR DOOR MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: STUD BEARING REGARDLESS OF HATCHING FASTEN EA. STUD BRNG, OR GARAGE 1/2" DIA x 6" 5102'5 ON EACH SIDE OF STUD TO TOP PLATES. 15 VERT. WALL REINF. GROUT"AT 2x6 P.T. JAMB 2x8 WALLS USE 5PH6 WALL (SEE PLAN FOR SHOWN ON PLANS, WALL5 TO TOP PLATE w/ 5IMP50N 5PH4 w/ INTO DBL NOTE: U.N.O ° CELLS SOLID BRC, o SCALE NOTED TOP OF MASONRY :•,; UPLIFT CONNECTOR (SEE TRU55 SHEET 2 X P.T. PLATE SEE PLAN CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. SIZE) 5YP 2x4 MIN. THAT SUPPORT ROOF TRU55E5 12-106 NAILS DBL. TOP PLATE SEE TRU55 SHEET FOR ADDITIONAL STRAPPING FROM PROPERTY LINE TO ° NOTE: "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF }• AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF STUDS 6 16" O/C EITHER TYP. SEE NOTE ON N-1 ELEVATION PAGE5 FOR BOFFIT/FASCIA DETAIL e COLUMNS (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD PAGE FOR GARAGE 4 . eo• �° ° �- SPECIFICATIONS, JAMB SHALL BE 2x6 DIA. J B OLTS 8 5PH4 CONNECTORS SHOWN. SEE ROOF PLAN DIRI=CTLY OR INDIRECTLY a GARAGE TO WASHERS 4 -0 O.C.VARIES (MAX.) CENTERED ON 2X 5.Y.P. #I STUDS 16„ O.C. STUD BEARING WALL (SEE PLAN FOR SIZE) 5YP 2x4 MIN. 81"x8” K.O. CMU BOND BM. w/ 1 - "5 BAR MIN. 8 SHALL BE ATTACHED TO THE MASONRY/CONCRETE w/ 1/2" DIA. x 8" DBL. TOP PLATE WALL. (REFER TO FND 4 (I) 51MP60N SPH4 W/02) 106 FOR WALLS LARGER THAN COMMON NAILS EA. STUD 2x8, UBE 5IMP50N 5PI'6 ON GARAGE TO ARE TO BE HOUSE WALLS INSULATE PER FLR PLN FOR WALL STUDS 6 16 0/C 1/2" DRYWALL A.B. AT 24 O.C. STARTING 9 MAX. B I/2" GYP. BOARD ; . ° ° p, ' ° o ° ^ I— I/2" GYP BOARD EACH 51DE OF STUD TO BOTTOM PLATE t SIMPSON 1/2" DIA, x,5` HOUSE WALLS, BUILT AS .8 24" TRACK/BRACKET FROM THE SLAB, USE 2 pIA. W ER �, BEARING WALL CAL05/SPEC5 1/2 DIA, x 8 TITEN HD FASTEN PER MANUR MIN. AT EACH BOLT LOCATION. TRACK 5102'5 ON EACH SIDE OF TITEN HD 48" INSULATE PER O.C. FOR A MAX. UPLIFT OF O.C. MAX (SEE CALC5/SPECS W/UPLiFT 1500 LBS. ON EACH TRU55 SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. I STUDS 16"O.C• STUD TO TOP PLATES. FOUNDATION (1) SIMPSON 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" pIA. U.N•C." PLAN FOR w/ 12-106 NAILS EA• TRU55 PAGE FOR LOCATIONARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS B WASHERS 6 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL, CALC5./SPECS. EXCEPTIONS) NEEDED ONLY SCALE: NTS ,OR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR CONT. 2X PT SOLE PLATE PT BOTTOM PLATE 1011 W/ROOF UPLIFT) PT BOTTOM PLATE S 1 CONTROL. U.N.O." WALL THICKNESS) 0'-0 (1) 5IMP50N 5PH4 W/(12) 106 a _ ° DBL 5YP TOP PLATE 4 CONC. SLAB. BEE COMMON NAILS EA. STUD FOOTING SEE I i ��° FOOTING SEE FOR WOOD FRAME WALL TO —. • .'MORFOUNDII�FOAN FOR FOUNDATION PLAN FOR ,— FOUNDATION PLAN MASONRY ATTACHMENTS THAT EL V 0'-0" TOP OF SLAB SIZES a MORE INFO. —� I I—I I �T FOR SIZES 4 MORE OCCUR 's A LINTEL USE 1/2" x (o 5P4 TOP — — INFO. THREADED ROD SET IN .,•. �.. }' . 'w: ' L ad Brn Interior Stud Part Detail SIMPBON SET EPDXY. Q = — — -- — -_ • Load Brn interior Stud Part. Detail G o CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION ' .�, S_1 SCALE: NTS Wlth Uplift B 2 X 5.Y.P. STUDS 16" D.G. - U.N.D. LOAD BEARING OR REVISIONS W FOOTING SEE ." w FOUNDATION PLAN FOR : ;'•^ « 51X55 8 MORE INFO. •; '. +' • SEE FOUND. PLAN �: : f <' CLEAN 4 COMPACTED SOIL. S-1 SCALE: NTS Without Uplift • •° e ; co • I "LU �i z EXTERIOR WALL Em 2 X STUD (95go MODIFIED PROCTOR PER ASTM DI551) SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD TRU55 6 24" O.C. N oZ 8" C. M. U. Garage Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUR SEE (TYP) ELEV R-38 INSULATION OR PER ENERGY CALC5. 10" x 1/2" DIA. "J" BOLTS 4 WASHERS :" 1" X P.T.STUp S 1 )W/ Uplift SCALE: NTS �, DOCUMENTATION TO INSPECTOR TIME OF INSPECTION. IF SHINGLE IS USED, Now NH M _ 2'-0" O.C. (MAX) ; 05 VERT, IN FILLED UNDERLAYMENt TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE N CENTERED ON WALL CELL 9052.7• TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG, OR GARAGE 1/2" DIA x 6" FLOOR(4)1 06 NAILS BRNG WALL TITEN HD TRUSS INTO DBL NOTE: ELEVATION VARIES BRC, REGARDLE55 OF ANY OTHER NOTE, ALL # 5YP LUMBER TO BEI OR BETTER SCALE NOTED TOP OF MASONRY :•,; TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL IS INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD, CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF }• EXTERIOR FINISH I/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGE5 FOR BOFFIT/FASCIA DETAIL WITH UPLIFT . (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD PAGE FOR GARAGE . eo• �° ° �- GRADE DIA. J B OLTS 8 SEE ROOF PLAN • :� ^ '. "° '—'I T WASHERS 4 -0 O.C.VARIES (MAX.) CENTERED ON 2X 5.Y.P. #I STUDS 16„ O.C. 1x2 PT NAILER 81"x8” K.O. CMU BOND BM. w/ 1 - "5 BAR (1) SIMPSON 5PH4 °' ' 's ' ^ a' >r ' _— — �I = WALL. (REFER TO FND 4 CONT. (MIN LAP = 25") GROUT CELLS TYP. ^ • o'd . a ° �; . > ° FLR PLN FOR WALL INSULATION OR PER ENERGY 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. ; . ° ° p, ' ° o ° ^ I— THICKNESS) CALC5./5101=C5. VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL a. •. , '• > ' . '° '• ° p ° d °' I— I= I I= CONT. 2X PT SOLE PLATT= EMBED ACI 5TD, HOOK WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE d °. FOOTING SEE FOUNDATION PLAN FOR I 4 CONC. SLAB. SEE FOUND. PLAN IN BOND BM. BAR _ — _ — — — 51ZES 4 MORE INFO. —_—_ - - =I (— FOR MORE INFO. PRECAST CONC BILL _ __ _ I- _ EL V 0'-,�" TOP OF SLAB CURTAIN NAILER PT 1x4 WINDOWS e S.G.D. `REINF. �-1 I- -III— —I I--- I I- III III— I—� 4• ' *5 BAR VERT. WALLCONI. TO BOND BEAM. I=MBED ACI 5TD. NOTE: "AT 2x6 WALLS USE5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. At 2x8 WALLS � :.. .... :'•• "" �' : � "�' •' a'•'' f ::-��; , � � SEE FouND. PLAN WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE :';,'•'..•..'','.• (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 5IMP50N 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 5102'5 ON TOP U.N.O.° FOUNDATION PLAN FOR SIZES E MORE •' :.• EACH SIDE OF STUD TO PLATES, CLEAN 4 COMPACTED SOIL. 8"x16''' CM.U. PER ASTM (TYP) INFO. • j, (95% MODIFIED PROCTOR PER ASTM D1551) Ix2 PT FIR STRIP 6 24" O.G. TYPE FM=1900 10.5.1. (MIN.) W/ TYPE M OR 5 MORTAR PER ASTM C-210 Ix4 PT BASE NAILER INSUL, PER CALC5, 6 SPECS 4"GONG, SLAB. SEE FOUND. PLAN EI -EV 0'-0" TOP OF SLAB FOOTING SEE FOUNDATION PLAN FOR 51ZES 4 MORE INFO. ° 5/8" CEMEN7ITIOU5 FINISH PER Typical Ext. Masonry Wall Section FBCR 103.6 CMU WALL -SEE PLAN B SCHEDULE E SCALE:NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/----1 3/8" VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail S 1 SCALE: N,T.S. NOTE: BEE N -I FOR ADDITIONAL/ALTERNATE PARAMETERS, CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK GGUR6>=6 - MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1 5/8" DIAMETER x 6" EMBEDMENT 51MP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RE515TING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail Brng Wall Only SCALE: NTS K Gara a Wall Section t5rng Wall S-1 W/O Uplift SCALE: NTS 2X STUDS 6 1/2" GYP. BOARD 24"O.C, SECURE PLATE W/ HILTI CF62 POWDERINSULATION OR ACTUATED PINS 6 PER ENERGY 48" O.C. OR EQUAL CALC5./6PEC5. CONT. 2X PT SOLE 4 GONG. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL V 0'-0" TOP OF SLAB Adf — 1U' ""'•''+"� '''. SEE FOUND. PLAN N ;a FOOTING SEE FOUNDATION PLAN FOR CLEAN A COMPACTED SOIL. SIZES 4 MORE INFO, (95io MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brn - $-1 SCALE: NTS 10" MIN. EMBED AGI 5TD, HOOK IN ' BOND BM. R 4 K.O. CMU BOND BEAM 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS :-05 DOWEI 5 SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI0'-0" FINISHED 5TD. HOOK IN ° ° DDR ° Y° °:. FOOTING :r°• FOOTING SEE FOUNDATION ' PLAN FOR 51ZES 8 MORE INFO • Masonry Wall Reinforced Cell Detail p EMBED ACI STD, HOOK IN BOND BM. 8x8 K.O. CUM BOND BEAM w/ I- °'S BAR CONT, PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS "5 DOWELS BEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACICLEAN OUT 5TD, HOOK IN • • •' FOOTING J, 0'-0" FINISHED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE IN1=0. e r7 7 d K.O. CMU BOND Uj 0 BEAM >o In a- Lanai/Entry Detail SCALE: NTS ... ;.....; .O5 BAR TRAN51TION I• : •@' ; • .: .-Y STEEL ACI 5TD. HOOK (TYP) 05 BAR TRANSITION STEEL AGI 5TD. y HOOK (TYP) T7a P Mason Transition Detail S-1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF x USE 6IMP50N 5E" HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EI15ED> 5" 5IMP50N SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB WALL REINF. OOT MISSING DOWELS: WHERE FOOTING DOWELS R P ACED INCORRECTLY OR M15TAKENLY ELIMINATED; REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 Wo BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. •. M1551NG TRU55 ANCHORS: TRUSSES WHICHR PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON HT5M16 MAX. CAP IS 1115 ". MAXIMUM OF 5 I> A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. r,--,TYP. Retrofit Vert. Dowel Detail $ 1 SCALE: NTS %R 1-15 LAP I—CONT• 05 25" LAP R Corner Continuity Detail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES w TO ENGINEER PRIOR TO STARTING ANY YVORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY • •° e ; co • I "LU �i z 0 ' N oZ LU al Ld ip < iso LD Now NH M Ir. ry DATE 0g-3fD-17 SCALE NOTED DRAWN MK/PDK JOB - sheet content: Structural Details sheet number: 51 51MP50N MT518 EACH TRU55 DORMER ROOF BY J U TRUSS MANUR OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING 51MP50N LSTAI2 s EACH WITH 4-16D COM 5TUD OR EQUIV. TOENAILS 6 EACH END ROOF TRU55 BY ROOF TRUSS MANUP. TYP. LOAD BEARING WALL CONST. 2"x4" @ 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) Dormer Knee Wall Attachment Detail 5'1 bti= I Kull 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAPPING—rN, 1/16" MIN. A.P.A. FASTEN EA. 5TUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE E NEIN RATED SHTG. .GIN 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING e PANEL EDGES w/ (3) 166 TOENAILS EA. END 51MP50N SPI w/ 10-10d NAILS E4. STUD FOR 5TUD5 11 BELOW HDR. (2) 51MP50N 5P4 w/ 6-10dx1 1/2 NAILS EA. STUD OR (2) MSTA24 (UN.D) "2x " KING 5TU 5 ECIFICATION FO KINGS a C IP LES vii—IT—SON 0516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN, UN.O." WHEN NECESSARY TO MAINTAIN PROPER SCALE:NTS SEETRUSS 2X s 16" O.G. CLEARANCES FOR THE WINDOW/DOOR FRAMING, IF 2X THEN 2x8 LEDGER W/ PRE -E EERED ROOF TRUSS. 2x8 LEDGER W/ • AT OPENINGS UP TO 3'-6" ll) TO UPSET THE HEADER SUCH THAT ONE 4-0.131 x 3 1/2" CRIPPLE d (l) KING IS REQUIRED ON 4-0.131 x 3 1/2" R EACH SIDE OF THE HEADER R.S. NAILS a PLYWOOD O R.S. NAILS 6 O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 EACH STUDS EXTEND PA5T EACH STUDS HEADER WITHOUT WRITTEN PERMISSION FROM THE INFO , FLOOR TRU55E5 WALLS USE 5PH8 HANGER TO FOUNDATION a PRE -ENG. WOOD CONT. BE SIMPSON USE 51MP50N 5P1'S ON THE HEADER. FLOOR TRU55E5 CONNECTORS IN LUS, L5U, SHALL APPLY, AND ANY TRU55 HANGER TO CRIPPLES VOR KINGS MADE ON BE #2 GRADE. OR L55U THE PLAN SET SHALL CONTROL. PRE -ENG. BE 51MPS0N LINTEL. SEE PRE-ENGINEERED MIN, 4"GONG. SLAB. WOOD ROOF LU5, L5U, OR 7 WOOD ROOF (ON CONC. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR TO BLOCKING/RUNNERS BELOW TRU55E5 L55U MIN. FLOOR PLAN TRU55E5 U.N.O." c ILS SIZES 8 MORE INTERIOR PLATE SEE FOUND. FOR MORE INFO. SHOWN. FOR WALLS AREA HTT4 W1 (1) Sl EE THREAD ROD SET IN BUCKS TO BE ATTACHED TO CMU PER STRAPPING MAY BE PLYWOOD TO 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X 4"CONC. SLAB. 2x8 LEDGER W/ 4-0.131 x 3 1/2 R.S. INTERIOR EXTEND TO BOTTOM OF WALL BLOCK SET OR 51MPSON MSTCM60 IF WALL ABOVE ARCH NECE55ARY ONLY PER NAILS -8 EACH AREA OPENING VARIATIONS. MIN, 2X BUCK FOR 1/4"X 3 1/2" INFO. FLOOR TRUSSLEDGER NOTE: 2x8 W/ 2x& L TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP S-2 �� (FIELD VERIFY PROHIBITS 2X THICKNESS a CENTER OF 1 x 3 1/2" MASONRY SCREW ARCH, USE DIRECT ATTACHMENT TO WITH TRU55 'TYPICAL AT R.S. NAILS 6 POCKET PAVERS OR LAYOUT EACH STUr)5ft---,? 6 all O.C. PLAN LOCATION) ALL LOAD STUD TO BOTTOM I SLIDING WITH FLOOR TRUSS WITH -OUT FLOOR BEARING 5YP. B R TRU55 DOOR. SLAB rG-,�Typical Ledger Detail x 3 1/2" SLAB COMPONENTS, #I 5P2'5 ON EACH $-2 SCALE: NTS 6 4" 4" O.C. SEE TRUSS SHEET FOR STRAPPING 2x TOP PLATE CONT SEE TRU55 SHEET FOR STRAPPING bti= I Kull 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAPPING—rN, 1/16" MIN. A.P.A. FASTEN EA. 5TUD NOTE: TO TOP PLATE w/ "AT 2x6 WALLS USE E NEIN RATED SHTG. .GIN 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING e PANEL EDGES w/ (3) 166 TOENAILS EA. END 51MP50N SPI w/ 10-10d NAILS E4. STUD FOR 5TUD5 11 BELOW HDR. (2) 51MP50N 5P4 w/ 6-10dx1 1/2 NAILS EA. STUD 5PH6 CONNECTORSPR OR (2) MSTA24 (UN.D) "2x " KING 5TU 5 ECIFICATION FO KINGS a C IP LES vii—IT—SON 0516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN, UN.O." WHEN NECESSARY TO MAINTAIN PROPER " SEETRUSS 2X s 16" O.G. CLEARANCES FOR THE WINDOW/DOOR FRAMING, IF 2X THEN 1/2" x 5" EMBED PRE -E EERED ROOF TRUSS. IN LIEU OF 5PH4 • AT OPENINGS UP TO 3'-6" ll) TO UPSET THE HEADER SUCH THAT ONE a a CRIPPLE d (l) KING IS REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES IS R EACH SIDE OF THE HEADER SHEATHING Q 3" ELIMINATED TO MAINTAIN THE FULL OF BOTT. CONNECTORS SHOWN, AT 2x8 O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 FOOTING SEE SET IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE55ER DEPTH HEADER 2x BOTT. PLATE HEADER WITHOUT WRITTEN PERMISSION FROM THE INFO , PRECAST WALLS USE 5PH8 2-16d 6 EA. FOUNDATION a TRU55 JOINT CONT. SHOWN AT THAT LOCATIONS ARE NOT USE 51MP50N 5P1'S ON THE HEADER. CONCRETE CONNECTORS IN • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 TO 2X CRIPPLES VOR KINGS MADE ON BE #2 GRADE. 6IMP50N 6PH4 THE PLAN SET SHALL CONTROL. PLAN FOR LINTEL. SEE LIEU OF SPH4 (ON SECOND FLOG FOR RO 4"GONG. SLAB. STUD TO TOP PLATES. 5PH6 CONNECTORSPR OR (2) MSTA24 (UN.D) "2x " KING 5TU 5 ECIFICATION FO KINGS a C IP LES vii—IT—SON 0516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN, UN.O." WHEN NECESSARY TO MAINTAIN PROPER " -E EERED ROOF TRU55. 2X s 16" O.G. CLEARANCES FOR THE WINDOW/DOOR FRAMING, IF 2X THEN 1/2" x 5" EMBED PRE -E EERED ROOF TRUSS. IN LIEU OF 5PH4 • AT OPENINGS UP TO 3'-6" ll) TO UPSET THE HEADER SUCH THAT ONE a a CRIPPLE d (l) KING IS REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES IS FOOTING SEE EACH SIDE OF THE HEADER SHEATHING Q 3" ELIMINATED TO MAINTAIN THE FULL OF BOTT. CONNECTORS SHOWN, AT 2x8 O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 FOOTING SEE SET IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE55ER DEPTH HEADER 2x BOTT. PLATE HEADER WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ PRECAST WALLS USE 5PH8 2-16d 6 EA. FOUNDATION a TRU55 JOINT CONT. SHOWN AT THAT LOCATIONS ARE NOT USE 51MP50N 5P1'S ON THE HEADER. CONCRETE CONNECTORS IN • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 TO 2X CRIPPLES VOR KINGS MADE ON BE #2 GRADE. 6IMP50N 6PH4 THE PLAN SET SHALL CONTROL. PLAN FOR LINTEL. SEE LIEU OF SPH4 (ON SECOND FLOG FOR RO 4"GONG. SLAB. STUD TO TOP PLATES. OPENINGS UN 5'-0` ONLY (U SIMPSON PLAN FOR (ON CONC. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR TO BLOCKING/RUNNERS BELOW INTO BLOCKING FLOOR PLAN CONNECTORS U.N.O." c ILS SIZES 8 MORE (ON SECOND FLOOR) FOR ROUGH PLATE SEE FOUND. FOR MORE INFO. SHOWN. FOR WALLS I( 6" O.C. HTT4 W1 (1) Sl EE THREAD ROD SET IN BUCKS TO BE ATTACHED TO CMU PER STRAPPING MAY BE SIMPSON SET EPDXY E (IS) 166 NAILS 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X 4"CONC. SLAB. EMBED A.5.5" (MIN.) INTO MASONRY K.O. ATTACHMENT TO BE SIMPSON A35. KNEE LARGER THAN 2x8, BLOCK SET OR 51MPSON MSTCM60 IF WALL ABOVE ARCH NECE55ARY ONLY PER PLAN OPENING VARIATIONS. MIN, 2X BUCK FOR 1/4"X 3 1/2" INFO. WINDOW/SHEATHING ATTACHMENT 6 NOTE: USE 51MP50N 5PI'S TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP S-2 �� SEE FOUND. PROHIBITS 2X THICKNESS a CENTER OF MASONRY SCREW ARCH, USE DIRECT ATTACHMENT TO 'TYPICAL AT ON EACH SIDE OF POCKET PAVERS OR BUCK, WITH 2X BUCK -a EACH 51DE TO 6 all O.C. PLAN ALL LOAD STUD TO BOTTOM I SLIDING 4" CONC. BEARING 5YP. B R PLATE 8 BIMP5ON DOOR. SLAB PRECAST x 3 1/2" SLAB COMPONENTS, #I 5P2'5 ON EACH CONCRETE 6 4" 4" O.C. GRADE SHALL I OF STUD TO SDE D LINTEL. SEE e ° e ` ,T BE USED FOR TOP PLATE5. U.N.O." -ENGINEERED FLOOR TRUSS FLOOR PLAN POCKET 4 2x4. FOR 2x INSTALL 1/2 X 6 -III I NFO. SLIDING DEPTHS THREADED ROD DOOR. 2x4, TAN IN SIMPSON SET EPDXY 2'-0" OR BETTER MAY O.C, (MAX) CENTERED ON WALL. CMU WALL - SEI= 2X PT B Structural Kneewall FLOOR PLAN FOR BOTTOM S-2 SCALE: NTS MORE INFO. PLATE — 2X BEARING WALL UJ/ 5TUD5 9 16" D.C. PRE -ENGINEERS 1/16 APA RATED FLOOR TRU55 �— WOOD SHEATHING 2x6 SOLID BLOCKING UJ/ 3-0.131 x 31/21' TOENAILS m EA, END 2 X 4 RIBBON ATTACHED TO EACH FLOOR J016T UJITH 3-0.131 x 3 1/2" NAILS SIMPSON CSI6 EA. STUD TO BASE OF 2X4 ' RIBBON BELOW WETA2HETA2ra REFER TO TYPICAL 2-5TORY WALL SECTION FOR INFORMATION NOT CMU WALL SHOWN Cantilevered Floor Truss Over Wall 2X4 RAT RUN BRACING -a 41 O.C. ON TOP ( 50TT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 3-0.131 x 3 1/2'' R.S. to EA. TRU JOINT MA50NRY W. SCALE:NTS 2X4 CROSS BRACING 6 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRU55E5 2X4 BLOCKINGS 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA. 1/2" HIGH STRENGTH OR 5/8" GYP, HETA 12 a 24"1).0 2x FRAME WALL - SCALE:NTS OR (2) MSTA24 (UN.D) "2x " KING 5TU 5 ECIFICATION FO KINGS a C IP LES vii—IT—SON 0516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN, UN.O." WHEN NECESSARY TO MAINTAIN PROPER REFER TO TYPICAL 2 -STORY 1/2" x 8" 7THEOL�CAPPLY NO.) CLEARANCES FOR THE WINDOW/DOOR FRAMING, IF 2X THEN 1/2" x 5" EMBED WITHIN AN OPENING, IT 1S ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" ll) TO UPSET THE HEADER SUCH THAT ONE BE USED. ALL 4x CRIPPLE d (l) KING IS REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES IS FOOTING SEE EACH SIDE OF THE HEADER SHEATHING Q 3" ELIMINATED TO MAINTAIN THE FULL OF BOTT. -6 • AT OPENINGS 3'" TO 5'-2" IN O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 FOOTING SEE SET IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE55ER DEPTH HEADER TRUSS SPANS HEADER WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ MATERIAL MAY E.O.R. WHEN THE TDP PLATE 15 2-16d 6 EA. FOUNDATION ELIMINATED THE SPH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT USE 51MP50N 5P1'S ON THE HEADER. FOUNDATION SCALE: NTS • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 TO 2X CRIPPLES VOR KINGS MADE ON BE #2 GRADE. 6IMP50N 6PH4 THE PLAN SET SHALL CONTROL. PLAN FOR SIMPSON 434 W/51MP50N A35 WHERE (ON SECOND FLOG FOR RO 4"GONG. SLAB. STUD TO TOP PLATES. OPENINGS UN 5'-0` ONLY (U SIMPSON PLAN FOR (ON CONC. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR TO BLOCKING/RUNNERS BELOW INTO BLOCKING WpoxY/8 s) 6d 4SIMPSON SE T MANUFACTURER'S U.N.O." c ILS SIZES 8 MORE (ON SECOND FLOOR) FOR ROUGH PLATE SEE FOUND. OPENINGS OVER 5'-0` ONLY (1) 51MP50N REQUIREMENTS. SIZES # MORE HTT4 W1 (1) Sl EE THREAD ROD SET IN BUCKS TO BE ATTACHED TO CMU PER STRAPPING MAY BE SIMPSON SET EPDXY E (IS) 166 NAILS 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X 4"CONC. SLAB. EMBED A.5.5" (MIN.) INTO MASONRY K.O. ATTACHMENT TO BE SIMPSON A35. KNEE INFO. BLOCK SET OR 51MPSON MSTCM60 IF WALL ABOVE ARCH NECE55ARY ONLY PER PLAN OPENING VARIATIONS. MIN, 2X BUCK FOR T Header_Det_ail INFO. WINDOW/SHEATHING ATTACHMENT 6 J . TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP S-2 �� SEE FOUND. PROHIBITS 2X THICKNESS a CENTER OF PAVERS OR ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X PAVERS OR BUCK, WITH 2X BUCK -a EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE PLAN MIN. I-1/4" EMBEDMENT. 4" CONC. 4" CONC. SLAB e ,.° ° SLAB ° .. ;. e' .4. e ° e ` ,T e e 4.4 -ENGINEERED FLOOR TRUSS 4 CMU Lintel Pkt. Slider Detail1 Wood Frame Pkt. Slider Detail H $-2 SCALE:NTS S-2 SCALE: NTS SEE FLR PLN FOR HDR, SIZE NOTE, FOR ROUGH OPENINGS UNDER 51MP50N 5PH4 w/ 6-106 AT 2x THAT ARE WIDER THAN 2x4 8 WHEREE THE HE HEADER IS NOTOT FULL 5'-0` (U SIMPSON G516 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, App 2x PAD MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING • 16" O.C. RIPPED DOWN —SIMPSON HTSI6 9 CENTER ON HEADER U.N.O.(11 SUFFICIENT TO FLUSH THE HEADER TO EA. M55 NAILS EA. 51DE INTO CRIPPLE WIDTH 8 ALLOW THE INSTALLATION OF 5TUD5) (UN.0) THE SPH CONNECTORS ABOVE THE \ NGAL 5EARIWL AALOFTCR INSTALLATIONTLATION HE RIPPLE W/UPLIFT STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER -------- LIEU OF SPH4, AT 2x8 WALLS USE SPHS 5'-O" USE (2) 51MP50N C516 -------� -' _. IN LIEU OF SPH4, FOR WIDER WALLS USE SCALE:NTS SIMPSON A35 ANGLE UJ/ 12-86X 1 1/2" OR (2) MSTA24 (UN.D) "2x " KING 5TU 5 ECIFICATION FO KINGS a C IP LES vii—IT—SON 0516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN, UN.O." WHEN NECESSARY TO MAINTAIN PROPER REFER TO TYPICAL 2 -STORY 1/2" x 8" 7THEOL�CAPPLY NO.) CLEARANCES FOR THE WINDOW/DOOR FRAMING, IF 2X THEN 1/2" x 5" EMBED WITHIN AN OPENING, IT 1S ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" ll) TO UPSET THE HEADER SUCH THAT ONE BRACING 'a 48" CRIPPLE d (l) KING IS REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES IS O.C. ON TOP EACH SIDE OF THE HEADER SHEATHING Q 3" ELIMINATED TO MAINTAIN THE FULL OF BOTT. -6 • AT OPENINGS 3'" TO 5'-2" IN O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING 15 REQUIRED ON EACH SIDE OF THE SET IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE55ER DEPTH HEADER TRUSS SPANS HEADER WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TDP 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 USE 51MP50N 5P1'S ON THE HEADER. NECESSARY. ALL OTHER STRAPPING SCALE: NTS • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 TO 2X CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING 6IMP50N 6PH4 THE PLAN SET SHALL CONTROL. HEADER SIMPSON 434 W/51MP50N A35 WHERE (ON SECOND FLOG FOR RO CONNECTOR STUD TO TOP PLATES. OPENINGS UN 5'-0` ONLY (U SIMPSON W/4-Sd X 1 1/2" (ON CONC. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR TO BLOCKING/RUNNERS BELOW INTO BLOCKING WpoxY/8 s) 6d 4SIMPSON SE T MANUFACTURER'S & 4 -ad X 1 1/2° c ILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0` ONLY (1) 51MP50N REQUIREMENTS. WALLS WITH NO UPLIFT, HTT4 W1 (1) Sl EE THREAD ROD SET IN BUCKS TO BE ATTACHED TO CMU PER STRAPPING MAY BE SIMPSON SET EPDXY E (IS) 166 NAILS 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X ELIMINATED, UNLESS EMBED A.5.5" (MIN.) INTO MASONRY K.O. ATTACHMENT TO BE SIMPSON A35. KNEE OTHERWISE NOTED BLOCK SET OR 51MPSON MSTCM60 IF WALL ABOVE ARCH NECE55ARY ONLY PER FILLED CELL OCCURS BELOW OPENING VARIATIONS. MIN, 2X BUCK FOR T Header_Det_ail WINDOW/SHEATHING ATTACHMENT 6 J . TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP S-2 �� SCALE: NTS SIMPSON A35 ANGLE UJ/ 12-86X 1 1/2" TITEN HD BOLTS BOARD PER REFER TO TYPICAL 2 -STORY 1/2" x 8" ACEILING NAILS EA. STUD TO TOP CHORD FRAMING, IF 2X THEN 1/2" x 5" EMBED WALL SECTION FOR INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ -- ATTACH TO 2X BUCK. HT516 UJ/ 16-106 2X4 BLOCKING w/ NOTE: 1/4"x 3" TAPCONS 6 12" L 7.41x5 1/2" R.S. "AT 2x6 WALLS USE SPH6 CLL -1 O.C. WITH MAX. 6" FROM 2x4 BEARING 2x4WALL CONNECTORS IN LIEU OF �Q . END OF MEMBER MAS. uJ/ STUDS P50N A35 -OALL MANUFACTURER GIRDER OPENINGS. IF 2X ATTACH TO CMU. Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN w/ 1/4"x 3" TAPCONS 6 12" O.C. W/MAX. 6" r -,- S -22x8, USE 51MP50N 5P1'S ON FROM END OF BUCK. (TYP. ALL 2X WINDOW 1/16 APA RATED WOOD SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT,) TO 2X SHEATHING 2X MEMBERS ATTACHED— 6IMP50N 6PH4 ATTACHMENT POINTS PER MANUFACTURER. 2X SP2'S ON EACH 51DE OF W/51MP50N A35 WHERE EA. STUD STUD TO TOP PLATES. WINDOW ATTACHMENT NEEDED TO MEET ATTACHMENT TO BE SIMPSON A35. KNEE U.N.O." WINDOW ATTACHMENT POINTS TO 2X 2x8 PT VERTICAL (A57J -8 WALL TO BE ATTACHED MANUFACTURER'S WITH 1/2" ANCHOR BOLT 6 24" O.C. TYP. Ix4 PT OPENING VARIATIONS. MIN. 2X BUCK FOR FRAMING ONLY. NUMBER OF DIAG. MEMBERS ATTACHMENT POINT PRE-ENGINEERED RELATIVE TO NUMBER OF REQUIRED PROHIBITS 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO PRE-ENGINEERED REQUIREMENTS. FLOOR JOIST 0 BUCKS TO BE ATTACHED TO CMU PER ROOF TRUSSES DRAWN MK/Pl: K 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X MIN. 1-1/4" EMBEDMENT. ATTACHMENT TO BE SIMPSON A35. KNEE IF IX THEN ATTACH WINDOW THROUGH VERTICAL (BELOW),s WALL TO BE ATTACHED WITH m Genera) Irregular Window Attachment 1/4 x 2-1/4 TAPCON ,@ 1211 O.C. OR PER MANUFACT. SPECS ill, S-2 SCALE:NTS CMU WALL BELOW7 51MP50N C6I6 CORNER 's 16" O.C. HORIZONTALLY TYPICAL PLAN VIEW I PRE-ENGINEERED 111001) TRU55 1/2" GYP. BOARD--� 2x8 PT MIN. FRAMING FROM' TRUSS Q 16" O.C. CONT, TO TOP CORD (3) 0.131 x 3 1/2" COMMON a TRU55 CHORDS INSTALL GLA55 PER - MANUFACTURER CAULK UNDER FRAME CONC. 51LL ---'� 4" CONC SLAB ----\ CMU WALL BELOW __ �TOP CHORD 2x4 FRAMING (RAT RUNS) SPAN FROM TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 1 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS rat EA. CONNECTION --APA RATED SHEATHING NAIL PER SCHEDULE "O" --IN5UL. PER CALLS. 8 SPECS \ �-5PI EACH STUD I 2x8 PT L Ix6 HEAD I I BLOCK WALL BEYOND I K.O. w/ I-#5 CONT. 5/8" CEMENTITIOUS FIN15H PER FBGR 703.6 #5 6 CORNERS 4 48" O.C. MAX. FOOTING SEE FOUNDATION PLAN ° : 4 FOR 51ZES 8 MORE 'e : e INFO. e Non-Brnq. Mitered Glass Framinq Detail S-2 J SCALE:NTS IIJ" 5OLT SEFLACF-TENT CH ART: • THE FOLLOWING "J" BOLTS CAN 5E REf=LACED WITH THE CORRESPONDING BOLTS, THE REVERSE 15 NOT 4PPLICA5LE. POR FRAME TO SLAB APPLICATION ONL`r. • NOTE : THE 5TRENGTH OF THE CONCRETE 5HOUL.D BE MIN. 2500 PSI. SU55TITUTION OF "J" 5OLT5 WITH EXPAN5ION BOLTS 15 NOT PERMITTED. • FOUNDATION f=AGE TAKES PRECEDENCE:. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED 51' E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS BOARD PER BUCK TO CMU/ WOOD 1/2" x 8" ACEILING ARCH. PLANS FRAMING, IF 2X THEN 1/2" x 5" EMBED N x 5/8" x 6" ATTACH TO 2X BUCK. HT516 UJ/ 16-106 2X4 BLOCKING w/ NOTE: L 7.41x5 1/2" R.S. "AT 2x6 WALLS USE SPH6 L _l Bol oM PLATE • � o CONNECTORS IN LIEU OF �Q HANGER PER TRU55 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. P50N A35 -OALL MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF IF 2X ATTACH TO CMU. Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN w/ 1/4"x 3" TAPCONS 6 12" O.C. W/MAX. 6" r -,- S -22x8, USE 51MP50N 5P1'S ON FROM END OF BUCK. (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT,) TO 2X RELATIVE TO NUMBER OF REQUIRED BOTTOM PLATE 1 51MPSON TION ATTACHMENT POINTS PER MANUFACTURER. 2X SP2'S ON EACH 51DE OF BUCKS TO BE ATTACHED TO CMU PER STUD TO TOP PLATES. WINDOW ATTACHMENT PER MANUFACTURER'S ATTACHMENT TO BE SIMPSON A35. KNEE U.N.O." WINDOW ATTACHMENT POINTS TO 2X 2x8 PT VERTICAL (A57J -8 WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 6 24" O.C. TYP. Ix4 PT OPENING VARIATIONS. MIN. 2X BUCK FOR VERTICAL (BELOW),s WALL TO BE ATTACHED WITH m Genera) Irregular Window Attachment 1/4 x 2-1/4 TAPCON ,@ 1211 O.C. OR PER MANUFACT. SPECS ill, S-2 SCALE:NTS CMU WALL BELOW7 51MP50N C6I6 CORNER 's 16" O.C. HORIZONTALLY TYPICAL PLAN VIEW I PRE-ENGINEERED 111001) TRU55 1/2" GYP. BOARD--� 2x8 PT MIN. FRAMING FROM' TRUSS Q 16" O.C. CONT, TO TOP CORD (3) 0.131 x 3 1/2" COMMON a TRU55 CHORDS INSTALL GLA55 PER - MANUFACTURER CAULK UNDER FRAME CONC. 51LL ---'� 4" CONC SLAB ----\ CMU WALL BELOW __ �TOP CHORD 2x4 FRAMING (RAT RUNS) SPAN FROM TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 1 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS rat EA. CONNECTION --APA RATED SHEATHING NAIL PER SCHEDULE "O" --IN5UL. PER CALLS. 8 SPECS \ �-5PI EACH STUD I 2x8 PT L Ix6 HEAD I I BLOCK WALL BEYOND I K.O. w/ I-#5 CONT. 5/8" CEMENTITIOUS FIN15H PER FBGR 703.6 #5 6 CORNERS 4 48" O.C. MAX. FOOTING SEE FOUNDATION PLAN ° : 4 FOR 51ZES 8 MORE 'e : e INFO. e Non-Brnq. Mitered Glass Framinq Detail S-2 J SCALE:NTS IIJ" 5OLT SEFLACF-TENT CH ART: • THE FOLLOWING "J" BOLTS CAN 5E REf=LACED WITH THE CORRESPONDING BOLTS, THE REVERSE 15 NOT 4PPLICA5LE. POR FRAME TO SLAB APPLICATION ONL`r. • NOTE : THE 5TRENGTH OF THE CONCRETE 5HOUL.D BE MIN. 2500 PSI. SU55TITUTION OF "J" 5OLT5 WITH EXPAN5ION BOLTS 15 NOT PERMITTED. • FOUNDATION f=AGE TAKES PRECEDENCE:. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED 51' E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 6" 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 L L L _l • � o �Q F_ P50N A35 -OALL 2X TO 2X J5IM CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS u.. N WINDOW ATTACHMENT POINTS TO 2X �I MEMBERS OR DIRECTLY TO CMU/WOOD N A35 r FRAMING ONLY. NUMBER OF DIAD. MEMBERS TO 2X RELATIVE TO NUMBER OF REQUIRED TION ATTACHMENT POINTS PER MANUFACTURER. 2X POINTS. BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X WINDOW ATTACHMENT PER MANUFACTURER'S ATTACHMENT TO BE SIMPSON A35. KNEE WINDOW ATTACHMENT POINTS TO 2X WALL ABOVE ARCH NECESSARY ONLY PER MEMBERS OR DIRECTLY TO CMU/WOOD OPENING VARIATIONS. MIN. 2X BUCK FOR FRAMING ONLY. NUMBER OF DIAG. MEMBERS WINDOW/SHEATHING ATTACHMENT s TOP/SIDES OF ARCH OPENING, IF ARCH TOP RELATIVE TO NUMBER OF REQUIRED PROHIBITS 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO ATTACHMENT POINTS PER MANUFACTURER. 2X CMU/WOOD FRAMING, WITH OR WITHOUT IX 0 BUCKS TO BE ATTACHED TO CMU PER BUCK, WITH 2X BUCK e EACH 51DE TO EDGES OF OPENING, ALL TAPCON5 TO HAVE DRAWN MK/Pl: K 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X MIN. 1-1/4" EMBEDMENT. ATTACHMENT TO BE SIMPSON A35. KNEE VERTICAL (BELOW),s WALL TO BE ATTACHED WITH m Genera) Irregular Window Attachment 1/4 x 2-1/4 TAPCON ,@ 1211 O.C. OR PER MANUFACT. SPECS ill, S-2 SCALE:NTS CMU WALL BELOW7 51MP50N C6I6 CORNER 's 16" O.C. HORIZONTALLY TYPICAL PLAN VIEW I PRE-ENGINEERED 111001) TRU55 1/2" GYP. BOARD--� 2x8 PT MIN. FRAMING FROM' TRUSS Q 16" O.C. CONT, TO TOP CORD (3) 0.131 x 3 1/2" COMMON a TRU55 CHORDS INSTALL GLA55 PER - MANUFACTURER CAULK UNDER FRAME CONC. 51LL ---'� 4" CONC SLAB ----\ CMU WALL BELOW __ �TOP CHORD 2x4 FRAMING (RAT RUNS) SPAN FROM TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 1 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS rat EA. CONNECTION --APA RATED SHEATHING NAIL PER SCHEDULE "O" --IN5UL. PER CALLS. 8 SPECS \ �-5PI EACH STUD I 2x8 PT L Ix6 HEAD I I BLOCK WALL BEYOND I K.O. w/ I-#5 CONT. 5/8" CEMENTITIOUS FIN15H PER FBGR 703.6 #5 6 CORNERS 4 48" O.C. MAX. FOOTING SEE FOUNDATION PLAN ° : 4 FOR 51ZES 8 MORE 'e : e INFO. e Non-Brnq. Mitered Glass Framinq Detail S-2 J SCALE:NTS IIJ" 5OLT SEFLACF-TENT CH ART: • THE FOLLOWING "J" BOLTS CAN 5E REf=LACED WITH THE CORRESPONDING BOLTS, THE REVERSE 15 NOT 4PPLICA5LE. POR FRAME TO SLAB APPLICATION ONL`r. • NOTE : THE 5TRENGTH OF THE CONCRETE 5HOUL.D BE MIN. 2500 PSI. SU55TITUTION OF "J" 5OLT5 WITH EXPAN5ION BOLTS 15 NOT PERMITTED. • FOUNDATION f=AGE TAKES PRECEDENCE:. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED 51' E.O.R. IN WRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 6" 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 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 Q 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5. OPENINGS, 2X MEMBERS ATTACHE W/SIMP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 NAILED TO 2X OR 5M5 TO MULLION BY MANUFACTURER. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK, IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 6 12" O.C. W/MAX. 6" FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPI=NING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING ABOVE/BE511DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16 FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 s EACH END. r,-Arreaularity Width Less Than Window Width Attai EDGES (SEAMS SHEATH BLOCKII FOR WAI PANEL SHEATH FOR RO TONGUE GROOVE FLOORS ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/M IN (2)106 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT 5HOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. iment SCALE:NTS TY'FICAL NAILING 5CHEDUL HIGH WIND THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE F_ DGE FIELD I 6" 6" WALL 0.131 x " C011 MON COMMON 1/16" 3" Q FLOOR 0131 x 31/2" COMMON COMMON 511"IG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE, FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) - - w e .z— :v z� O • � o �Q Q uj 1 cy J �s4p� Uj u.. N a WOO M MOO MOO M �I r N A35 r TO 2X TION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X 41 0 BUCKS TO BE ATTACHED TO CMU PER SCALE NOTFO DRAWN MK/Pl: K 5PEG5 GIVEN IN THIS pETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 6 TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK -a EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. I-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPI=NING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING ABOVE/BE511DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16 FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 s EACH END. r,-Arreaularity Width Less Than Window Width Attai EDGES (SEAMS SHEATH BLOCKII FOR WAI PANEL SHEATH FOR RO TONGUE GROOVE FLOORS ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/M IN (2)106 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT 5HOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. iment SCALE:NTS TY'FICAL NAILING 5CHEDUL HIGH WIND THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE NAIL 5H AT IN BOUNDARY DGE FIELD ROOF 0.131 x " R5, RING SHANK 1/16" 4" 6" 6" WALL 0.131 x " C011 MON COMMON 1/16" 3" 4" 6" FLOOR 0131 x 31/2" COMMON COMMON 511"IG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE, FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) - - BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C, SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOT - ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP, IV 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR. EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCT5 FOR WALL OR CEILING APPLICATIONS 5HALL FOLLOUJ TABLE 8102.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND 5ECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFICATION5 IF MORE STRINGENT. UNLE55 NOTED OTHERUJ15E WITHIN THE PLAN5 5ET. o Typical Nailing Schedules Floor Roof, Wall 12 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE59 TO ANY LIABILITY, CLAIMS, 5UIT5'Ll TIGATION 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 .z— :v z� O • � o i� * o� Q uj 1 cy rQNp O lfl �s4p� Uj u.. N a WOO M MOO MOO M 41 0 DATE 00-30-17 SCALE NOTFO DRAWN MK/Pl: K JOB - Sheet content: Structural Details Sheet number: 52 1 111711 RA 1 ,i, PER JOINT BRACING A Truss Bracing Overlap Detail $-$ SCALE:NTS DBL TOP PLATE WALL SHEATHING NAILED PER 101/5-2 2x4 WD CONST. 1611 O.C. 2x6 SOLE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION Lu/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD 5CREW5 f 4" 0 w u_t 4 8,4 Y ORB' -O" MIN. APA RATED TABLE FOR 81-011 N 1 KNOCKOUT COURSE ALL BLOCKING TO BE REPEATED 48" O.C. TYP. INSTALL 6IMP50N LU524 KNEEWALL MIN. EA. SIDE OF THE STUDS a MIN. CEILING JOISTS. JOISTS APA RATED LSTAI2 STRAP TRUSSES -M 24: O.C. ATTACHMENT. U.N.O. SHEATHING. SEE PRE-ENGINEERED 5HEATHING. 5EE BRACE (CLB) 1611 O.G. TO BE PER NOTE 01 DIAPHRAGM AREA (4 CONT. 6 8'-0" (MAX.) (1) SIMPSON LSTAI2 NAILING SCHEDULE TYP. Masonry Gable End NAILING SCHEDULE 1/211 CEILING GYP 51) W/ 5d COOLER NAILS -1 O.C. [PLATE W1 51MP50N D.C. TABLE FORCD G 3.3 SCALE:NTS EACH END OF "L" BRACE APPROXIMATELY 20' INTERVALS. HT520 a 32" NOTE: CRO55 BRACING 4 TABLE FOR m T . Frame Down CI Entry 3. WHEN INSTALLING SIMPSON PRODUCTS REFER 8" MASONRY UALL BOOP SHEATHING FRAMING w 4-0.131 x 3 1/2" O.C. OR C516 TO ALIGNING 5EE DETAIL A FLASHING ALL-AROUND W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE AREA (4 BAY OR S FROM MASONRY WALL) t ATTACHMENT. U.N.O. 5TUD5 BELOW DROPPED SADDLE ROOF ELEMENT SEE NAILING — APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT, U.N.O..N.O. ATTACHMENTS ATTACH THE FRAME ,/ OF CEILING WITH 4-0.131 x 3 1/211 NAILS 2x4, 2x6, OR 2x8 x FOR ANY ADDITIONAL GABLE END FOR STRAPPING REQUIRED (l) SIMPSON L5TA12 0 STRAP 48" O.G. /5POPST50'M 2x4BLOCKING (1)51MPSONL5TA12 1/2" CEILING GYP BD W/5d LU 0 DATE 08-30-17 ATTACHED W/ (TYP) OR COOLER NAILS 7 O.G. OR (l) 51MPSON LTAI(2) CHORD 0.131 x 3 PROVIDE 2x4 U/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, Is (011 O.C. MA50NRY WALL) OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: CRO55 BRACING 4 B" MASONRY UJALL--17 ALL BLOCKING TO BE W/0)15 REBAR CONT. IN KNOCKOUT PLAT OR CATHEDRAL REPEATED 48" D.C. TYP. COURSE Expanded Blocking Information Diagram S-3 SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. IU.N.OJ N47` BRAGS PREFAB ROOF OR LSTAI2 TRUSSES ID r�z24" O.C. 4'-011 I. 4'-0" K/ 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 5d wl l2I 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY OR 8 FEET FROM MASONRY WALL) F Gable Dia hragm Side Wall 7 �' S-3 j (For Illustration Only) SCALE:NTS APA RATED SHEATHING SEE \\\ PRE -ENG WOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT U/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT 6 RAFTER PROVIDE (5) 16d NAILS EA ENID CONTINUE SHEATHING BELOW CONVENTIONAL PRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 4 PORCHES NOT 5: L ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE a 2411 O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: >0100� UP TO 4'-0"---- 2X4 12'-0" TO 15'-011 ---- 2X10 4'-0" TO V-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-011 TO 121-011 ---- 2X8 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED A5 SHOWN W/ SIMP50N M5TA24 TENSION 5TRAP5 6 EACH TRU55 U51NG (14) 10d NAILS, INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING -0 EACH SIDE OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS THE U -SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 1 0 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG SIMPSON HT620 W1( 20) 106 NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 M,4X RAFTERS WITH SPANS OF 4'-011 OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-01 APA RACED SHEATHING. REENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. o. TRU55ES 6 24" O.C. SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM U51NG 51MP50N L55U210 SLOPING HANGER UJ/ (10) 106 TABLE FOR ATTACHMENT./2"NAILS INTO RIDGE BEAM 4 (i) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d U.N.O. CEILING L PBDS �" O.C. . R RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 COOLER NAILA EQUAL, RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" DIAPHRAGM AREA l4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-011 MAY BE TOE -NAILED TO RIDGE (l) SIMPSON LSTAI2 zxft FROM MASONRY WALL) BEAM W/ (8) 10d NAILS. 5TRAP 48" O.C. 6, WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55ES AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT SEE FLOOR PLAN FOR (l) SIMPSON HETA20 SEF 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD, 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, LENGTH 4 WIDTH BOTTOM CHORD OF BLOCKING UNO. FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail 0.131 x 3 1/2" R.5. NAILS 12" FLAT OR CATHEDRAL 3.3 SCALE: NTS O.C. ALL 811 MASONRY WALL WKI) 5 I/2" GYP BD REBAR CONT, IN "° NOTE, CROSS BRACING 4 TO EA. STUD ALL G$ 16 TOP2x4 DIAGONAL AROUND PERIMETER. CHORD TO ATTACHED U/(4) 0.131 x CHIMNEY APA RATED L 1'-0" 3 1/211 NAILS 6 NOTES: EA. SHEATHING. SEE M4X INTERSECTING CORNER NAILING SCHEDULE BLOCKING L ALL CEILING FRAME TO BE AS PER TABLE 0.131 x 3" COMMON SEE TABLE FOR NAILING 4-0.131 x 6 16" c.c. SCHEDULE 6 SPLICE 3 1/2" COM. / DOUBLE TOP 4-0.131 x 3" PLATE COMMON as 3-0.131 x 3 COMMON a` DOUBLE STUD aaa EA. 5I1DE OF JOINT 0.131 x 3 r STUDS a 16" o.c. 1/2" COM. 16 o.c. PT BOTT. PLATE 2-0.131 x 4-0.131 x 3" 3 1/2" COM. 2-0.131 x 31/2" COMMON COM. ' DOW5LE STIED CONDITION SEE TABLE BELOW 2 -OM x 3 FOR LAP5PLICE COMMON TOP PLATE 5451ENER5 / 2-0.131 X 3 1/2" COM. DOUBLE O.C, ALL-AROUND TOP CHORD ENG. TABLE FOR 81-011 N 1 KNOCKOUT COURSE ALL BLOCKING TO BE REPEATED 48" O.C. TYP. INSTALL 6IMP50N LU524 KNEEWALL MIN. EA. SIDE OF THE STUDS a MIN. CEILING JOISTS. JOISTS APA RATED LSTAI2 STRAP TRUSSES -M 24: O.C. ATTACHMENT. U.N.O. DBL 2X4 PRE-ENGINEERED 5HEATHING. 5EE BRACE (CLB) 1611 O.G. TO BE PER NOTE 01 DIAPHRAGM AREA (4 CONT. 6 8'-0" (MAX.) (1) SIMPSON LSTAI2 NAILING SCHEDULE TYP. Masonry Gable End �1/2" 1/211 CEILING GYP 51) W/ 5d COOLER NAILS -1 O.C. [PLATE W1 51MP50N D.C. TABLE FORCD G 3.3 SCALE:NTS EACH END OF "L" BRACE APPROXIMATELY 20' INTERVALS. HT520 a 32" NOTE: CRO55 BRACING 4 OR EQUAL, DIAPHRAGM m T . Frame Down CI Entry 3. WHEN INSTALLING SIMPSON PRODUCTS REFER 8" MASONRY UALL BOOP SHEATHING FRAMING w 4-0.131 x 3 1/2" O.C. OR C516 TO ALIGNING 5EE DETAIL A FLASHING ALL-AROUND W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE AREA (4 BAY OR S FROM MASONRY WALL) S.3 SCALE:NTS TO 51MP50N'5 INSTRUCTIONS 4 5PEGIFICATIONS. STUD TO TOP PLATES. 5TUD5 BELOW DROPPED SADDLE ROOF ELEMENT SEE NAILING — APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT, U.N.O..N.O. ATTACHMENTS ATTACH THE FRAME ,/ OF CEILING WITH 4-0.131 x 3 1/211 NAILS TO EA. STUD ALL G$ 16 TOP2x4 DIAGONAL AROUND PERIMETER. CHORD TO ATTACHED U/(4) 0.131 x CHIMNEY APA RATED L 1'-0" 3 1/211 NAILS 6 NOTES: EA. SHEATHING. SEE M4X INTERSECTING CORNER NAILING SCHEDULE BLOCKING L ALL CEILING FRAME TO BE AS PER TABLE 0.131 x 3" COMMON SEE TABLE FOR NAILING 4-0.131 x 6 16" c.c. SCHEDULE 6 SPLICE 3 1/2" COM. / DOUBLE TOP 4-0.131 x 3" PLATE COMMON as 3-0.131 x 3 COMMON a` DOUBLE STUD aaa EA. 5I1DE OF JOINT 0.131 x 3 r STUDS a 16" o.c. 1/2" COM. 16 o.c. PT BOTT. PLATE 2-0.131 x 4-0.131 x 3" 3 1/2" COM. 2-0.131 x 31/2" COMMON COM. ' DOW5LE STIED CONDITION SEE TABLE BELOW 2 -OM x 3 FOR LAP5PLICE COMMON TOP PLATE 5451ENER5 / 2-0.131 X 3 1/2" COM. DOUBLE O.C, ALL-AROUND TOP CHORD ENG. TABLE FOR 81-011 N 1 (1) SIMPSON2x4 BLOCKING APA RATED LSTAI2 STRAP TRUSSES -M 24: O.C. ATTACHMENT. U.N.O. 4811 O.C. PRE-ENGINEERED 5HEATHING. 5EE BRACE (CLB) 2.FOLLOULIROVE NAILING PATTERN FROM THE DIAPHRAGM AREA (4 NOTE: (1) SIMPSON LSTAI2 NAILING SCHEDULE HETA 20 6 4811 O.C. �1/2" 1/211 CEILING GYP 51) W/ 5d COOLER NAILS -1 O.C. A APPROVED PLANS FOR SHEATHING ATTACHMENT. D.C. TABLE FORCD 2x6 BLOCKING FASTENED TO EACH END OF "L" BRACE APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. NOTE: CRO55 BRACING 4 OR EQUAL, DIAPHRAGM m T . Frame Down CI Entry 3. WHEN INSTALLING SIMPSON PRODUCTS REFER 8" MASONRY UALL BOOP SHEATHING FRAMING w 4-0.131 x 3 1/2" ALL BLOCKING TO BE 5EE DETAIL A BOTTOM PLATE 4 51MP50N W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE AREA (4 BAY OR S FROM MASONRY WALL) S.3 SCALE:NTS TO 51MP50N'5 INSTRUCTIONS 4 5PEGIFICATIONS. STUD TO TOP PLATES. ONP) IS SHEET DROPPED @ 20' Max Intervals Detail NAILS EACH END 2x4, 2x6, OR 2x8 SCALE: NTS 5.Y.P. 01 G 1611 O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED Fire lace Chase Detail SIZING OF 5TUDS TRU55E5 S 24" D.C. FLAT OR CATHEDRAL S-3 SCALE: NTS 2x BLOCKING ID ALL ------.,(1) SIMPSON HIAA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. r, TYP. Frame Wall Gable End REPEATED 48" O.G. TYP, ENGINEERING U.N.O. 5.3 SCALE:NTS 1' 0° tIAX 02 SYP 81-011 2x4 6 1(o11 o.c. (1) SIMPSON2x4 BLOCKING APA RATED LSTAI2 STRAP ': ATTACHED U/ (2) 5d COOLER NAILS I" 4811 O.C. PRE-ENGINEERED 5HEATHING. 5EE BRACE (CLB) TOENAILS EACH DIAPHRAGM AREA (4 NOTE: TRU55E5 Q 24" NAILING SCHEDULE HETA 20 6 4811 O.C. �1/2" MA50NRY WALL) ATTACHED TO BOTTOM CHORD OF D.C. TABLE FORCD SHOULD BE REPEATED Q CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. NOTE: CRO55 BRACING 4 ATTACHMENT, U.N.O. 1x4 MIN. BRACING W/(3) 0,131 x 8" MASONRY UALL 31/2" NAILS 6 INTERSECTING ALL BLOCKING TO BE 5EE DETAIL A BOTTOM PLATE 4 51MP50N W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE 5P2'6 ON EACH SIDE OF REPEATED 48" O.G. TYP. STUD TO TOP PLATES. ONP) IS SHEET DROPPED @ 20' Max Intervals Detail NOTE; SEE TRUSS LAYOUT SCALE: NTS FOR ANY ADDITIONAL GABLE END FOR STRAPPING REQUIRED OUTRIGGER 02 SYP 81-011 2x4 6 1(o11 o.c. (1) SIMPSON2x4 BLOCKING 1/2" CEILING GYP BD W/ LSTAI2 STRAP ': ATTACHED U/ (2) 5d COOLER NAILS I" 4811 O.C. 0.131 x 3 1/211 R.5. O.C. OR EQUAL, BRACE (CLB) TOENAILS EACH DIAPHRAGM AREA (4 NOTE: END, UNO. BAY OR 8 ft FROM HETA 20 6 4811 O.C. �1/2" MA50NRY WALL) ATTACHED TO BOTTOM CHORD OF GYP BD FLAT OR CATHEDRAL GABLE SHOULD BE REPEATED Q CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. NOTE: CRO55 BRACING 4 FOR WALLS LARGER THAN 1x4 MIN. BRACING W/(3) 0,131 x 8" MASONRY UALL 31/2" NAILS 6 INTERSECTING ALL BLOCKING TO BE WE55 BOTTOM PLATE 4 51MP50N W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE 5P2'6 ON EACH SIDE OF REPEATED 48" O.G. TYP. STUD TO TOP PLATES. Gable Section - For Gable Less Than 4'-0" High SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. IAS REQUIRED BY HIB -'30 1/2" CEILING GYPSUM BD UNBRACED WALL HEIGHT 02 SYP 81-011 2x4 6 1(o11 o.c. 81-811 2x4 'S 1611 o.c. V-011 2x4 tv 1611 Oz. 9'-411 2x4 -s 1611 o.c. 10'-011 2x6 6 16" c.c. APA RATED SHEATHING SEE NAILING N 141 mph MAX., Exp. C, Enclosed, SCHEDULE TABLE FOR ATTACHMENT. U.N.D. OMPRE55ION WEB SLOPING OR S.3 WHEN TRUSS 4 STUD ARE— VERTICAL ALIGNED SIMPSON TWI5T 2-ROlU6 0.131 x 3" 0 3110/C STRAP TYPE CONNECTOR ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. (PT5/MTS) MAY BE PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE NAILED TO TRU55 4 STUD ONTINUOU5 PERMANENT LATERAL BELOW, NO 4 15 BRACE (CLB) NEEDED N S STUD. ......... �°.°% . NOTE: 0 AT 2x6 WALLS USE SPH6 --PERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF NAILED TO OPPOSITE 5IDE OF WEB SPH4 CONNECTORS SHOWN. TO PREVENT LATERAL MOVEMENT 4 AT 2x8 WALLS USE 5PH8 SHOULD BE REPEATED Q CONNECTORS IN LIEU OF APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 1x4 MIN. BRACING W/(3) 0,131 x 2x8, USE SIMP50N 5PI'S ON 31/2" NAILS 6 INTERSECTING EACH SIDE OF STUD TO WE55 BOTTOM PLATE 4 51MP50N 5P2'6 ON EACH SIDE OF Go STUD TO TOP PLATES. U.N.O." @ 20' Max Intervals Detail NOTE; SEE TRUSS LAYOUT SCALE: NTS FOR ANY ADDITIONAL STRAPPING REQUIRED Exterior Frame Wall Table SCALE: NTS WHEN STUD 15 ° NOT ALIGNED WITH A TRU55 ° AND/OR WHEN TRU55 STRAP 15 NOT DIRECTLY ATTACHED TO STUD USE (1) 6IMP50N 5PH4 OR SP2 TYPICAL HIAA CONFIGURATION, DO NOT NAIL THROUGH OTHER 5TRAPPING/CONNECTOR5. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. rame Wall Truss Connection Detail SCALE:NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING a SPLICE ALL OTHER NAILING 36" 2-ROlU6 0.131 x 3" 0 3110/C 0.131 x 3" Sll 0/G C 5-0.131 x 31/2 TDP PLATE r 3-0.131 x 3 p 1/2 "COM. 31 x 3 1/2" COM, PT BDTT. PLATE A1(-0131 x 3 I/2" COM TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING 9 SPLICE ALL OTHER NAILING 2-ROW5 0.131 x 3" 2411 0 6" 0/G 0.131 x 3" ID 8" 0/C SINGLE STUD CONDITION 4 STUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TDP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - 1051=N516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. 12d COM. 's 12" O.C.4-16d COM. 2-Sd Ck..\- 2-2"x4" W11/2" PLYUJD. % SPACER NOTE: 2X4'5 MAY BE TURNED FLATW16E 50 NO eSPACER 15 NEEDED. 16 d COM. 's 8" o.c. 10d COM. 0 12" o.c. 4-16d COM. INT. HEADER (NON-BEARING) 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 OP THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 7 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO Nps SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS )MM. 16" O.C. 4 HT516 STRAPPING INFMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 311 R.S. NAILS 5TAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT (3) 211x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131x3"R,S.NAILS 6611 O.C.ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 811 USE (3) ROWS. m cra t (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N SD525600 WOOD SCREWS STAGGERED 6 611 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 811 USE (2) ROWS 6 61' O.C.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE:: 1. SEE TRU55 MA,NUF,4CTURER'5 TRUSS ENGINEERING CUT 5HEET6 1=OR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2 "T11 BRACING MAY BE USED IN PLACE Or- PERMANENT EPERMANENT BRACING PROVIDED IT EXTENDS OVER -a LEAST 130% OF: THE UJEB. SCALE:NTS CONTINUOUS 20'-0" 20'.011 SEE EXPANDED BLOCKING BOTTOM CORD BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRACE A5 REQUIRED BY BC51 Q z ua 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 CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, Ni DIYau C 5-0.131 x 31/2 TDP PLATE r 3-0.131 x 3 p 1/2 "COM. 31 x 3 1/2" COM, PT BDTT. PLATE A1(-0131 x 3 I/2" COM TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING 9 SPLICE ALL OTHER NAILING 2-ROW5 0.131 x 3" 2411 0 6" 0/G 0.131 x 3" ID 8" 0/C SINGLE STUD CONDITION 4 STUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TDP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - 1051=N516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. 12d COM. 's 12" O.C.4-16d COM. 2-Sd Ck..\- 2-2"x4" W11/2" PLYUJD. % SPACER NOTE: 2X4'5 MAY BE TURNED FLATW16E 50 NO eSPACER 15 NEEDED. 16 d COM. 's 8" o.c. 10d COM. 0 12" o.c. 4-16d COM. INT. HEADER (NON-BEARING) 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 OP THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 7 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO Nps SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS )MM. 16" O.C. 4 HT516 STRAPPING INFMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 311 R.S. NAILS 5TAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT (3) 211x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131x3"R,S.NAILS 6611 O.C.ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 811 USE (3) ROWS. m cra t (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N SD525600 WOOD SCREWS STAGGERED 6 611 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 811 USE (2) ROWS 6 61' O.C.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE:: 1. SEE TRU55 MA,NUF,4CTURER'5 TRUSS ENGINEERING CUT 5HEET6 1=OR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2 "T11 BRACING MAY BE USED IN PLACE Or- PERMANENT EPERMANENT BRACING PROVIDED IT EXTENDS OVER -a LEAST 130% OF: THE UJEB. SCALE:NTS CONTINUOUS 20'-0" 20'.011 SEE EXPANDED BLOCKING BOTTOM CORD BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRACE A5 REQUIRED BY BC51 Q z ua TOP 8 BOTTOM CORD GABLE END. BRACING 6 4'-0" O.C. MAX. FOR FIRST R Gable & CI BracingDiagram (4) ROws OF TRU55E5 S 3 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANOES 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 CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, Ni DIYau EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5, REVISIONS Islamism ......... �°.°% . 0 .�wo • 0: .. N1111mm z W 8 °°�Q o 0in 4R LU � — U1 LU Asa�y 6 L H TOP 8 BOTTOM CORD GABLE END. BRACING 6 4'-0" O.C. MAX. FOR FIRST R Gable & CI BracingDiagram (4) ROws OF TRU55E5 S 3 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANOES 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 CHAN6E5 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, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5, REVISIONS BY ......... �°.°% . 0 .�wo • 0: .. z W 8 °°�Q o 0in 4R LU � — U1 LU Asa�y 6 L H MMM WIMM o Go 0 LU 0 DATE 08-30-17 SCALE NOTED DRAWN MKlPDK JOB _ Sheet content: Structural Details Sheet number: NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY AORK. NOTE: 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 EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED "AT 2x6 WALLS USE 5PH6 PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY CONNECTORS IN LIEU OF o . Z • o� 5PH4 CONNECTORS SHOWN. z o� Lu r a <�d o AT 2x8 WALLS USE 5PH8 0 4 Lu �. u 0 < N won CONNECTORS IN LIEU OF 00 0 SPH4 CONNECTORS SHOWN. NOTES: FOR WALLS LARGER THAN I. WHEN WALL 15 PARALLEL TO FLOOR 5Y5TEM 2x8, USE SIMPSON D T ON EAC H SIDE OF STUD MO ry Lu 0 DATE Ca -30-17 SCALE N07'j5,D DRAWN MK/PDK STRAP TO TOP 4 BOT, CORD OF TRUSS. BOTTOM PLATE 5 SIMPSON LSTA30 w/ 22 -106 NAILS a 24" O.C. OOF 5P2'S ON EACH SIDEEF MAX OR EACH STUD. STUD t0 TOP PLATES. 2. PROVIDE 2X BLOCKING 9 SEAMS 4 RUN U.N.O." ENGINEERED ROOF TRU55ES SHEATHING CONTINUOUS TO TOP OF MA50NRY, DBL• 2 x 4 624" O.C. MAX. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGINEERED TOP PLATE DBL. 2 x 4 FLOOR.) INSULATION PER ENERGY CALC5. TOP PLATE 3. ALL WALLS TO BE CONSIDERED SHEAR ROOF TRU55ES 624" O.C. MAX. 12 51MPSON 5PH4 RE51STING COMPONENTS 12 SSIMPSO CH STUD up4 TO TOP PLATE EEE -8 EACH STUD SEE SEE ELEVATION TO TOP PLATE ELE WALL CONNECTION W/0 WINDOW PAGE5 FOR ROOF COVERING WALL CONNECTION W/O WINDOW 4 SHEATHING INSULATION DETAIL BAFFLE SEE ELEVATION PAGES F INSULATION ROOF COVERING 4 BAFFLE SHEATHING DETAIL SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL INSULATION PER COMMUNITY PAGES FOR SOFFIT 4 SPECS OR ENERGY CALC5 FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 (2)-2x IUD. DEADER (U.N.O.) W/ 1/2" GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR WD. HEADER IU.N.O.) SEE 1/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR FLOOR PLAN FOR EXACT STRAPPING INFORMATION SCHEDULE SEE HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR DBL. 2 x 8 5YP TOP PLATE UJ/ ELEVATIONS STRAPPING INFORMATION 51MPSON 5PH8 e 1611 O.G. EACH WINDOW SEE FLOOR DBL. 2 x 4 5YP TOP PLATE W/ SEE STUD (12) 106 NAILS EACH. PLAN FOR 5IZE5 51MP50N 5PH4 6 16" O.C. EACH ELEVATION GGYPR 0ARD STUD (12) 10d NAILS EACH. RETU GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER WINDOW BILL CAULK a WINDOW WINDOW SILL CAULK -s WINDOW COMMUNITY SPECS OR ENERGY CALC5 2 x 4 SILL 2 x 8 SILL 1/16 APA RATED SHEATHING MIN., NAIL PER SCHEDULE Jj DETAIL "0" ON SHEET 5-2 INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE ENERGY CALC5 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR "N" ON SHEET 5-3 FOR SPACING. 5PACING. —1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL 110" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 1w 24" O.G. INSTALL 1/2" DIA. x 8" "J" ZZ 2 x 4 SOLE PLATE — BOLTS 4 WASHERS W/ 5" IMBED 'S 2'-0" O.C. (MAX.) CENTERED ON UJALL. SIMPSON 6516 OR SIMP50N M5TA36 'a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS —BIMPSON 5PH8 NEEDED 2x4 *2 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS J015T (INSET) e 2x8 Pt SOLE PLATE 2x4 FLATW15E VERT. BLOCKIN 51MPSON HETA20 6 32" O.C. IF AS NEEDED t0 ACHIEVE FULL ATTACHED TO RIMJOIBT5, 624" O.C. NAILING IN STRAPS. . MAX IF ATTACHED TO FLOOR USE 2- BARS IN K.O. BLOCK 1X P.T. FURRING HORIZ. 2x4 *2 5YP RIM w/ (5) 0.131 x I TRUSSES TOP (2) TWO COUR5E5 • d 3 1/2" NAILS EA. TRU55 JOI T 1/2" CEILING GYP. BOARD SEE • • ( INSET) NOTE ON N-1 PAGE FOR GARAGE APPLICATION ifm SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ. 8" CONIC. K.O. BLOCK BOND BEAM POUR SOLID (2500 P51) W/ 2 - *5 REBAR CONT. HORIZ. SEE TRU55 LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x (o P.T. CURTAIN NAILER Q OPENINGS I x (o P.T. CURTAIN NAILER m OPENINGS PRECAST CONCRETE LINTEL (PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR 5CHEE)ULE SEE FLOOR PLAN FOR SCHEDULE 8" GONG. K.O. BLOCK BONA. BEAM POUR 50LID W/ 1 - *5 REBAR CONT. HORIZ. MIN. I x P.T. BUCK STRIP I x P.T. BUCK STRIP LAP = 25" WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES ---WINDOW BILL - CAULK 6 WINDOW WINDOW SILL - CAULK WINDOW WIND RESISTANT PRE-CA5T CONC. BILL 1/2" GYPSUM BOARD WINE) RESISTANT PRE -CAST CONIC. SILL 1/2" GYPSUM BOARD 4" HIGH CONC. BLK, ,o 4" HIGH GONG. BLK, d S" CMU PER A5TM-C 90, 1900 P51 MIN. W/ TYPE M OR 5 4"CONC. SLAB. 8" CMU PER ASTM -C 90 1900 P51 MIN. W/ TYPE M OR 6 4"GONC, SLAB. MORTAR PER A5TM-C 210. <. SEE FOUND. PLAN MORTAR PER ASTM -C 210. e BEE FOUND. PLAN 5/6" CEMENTITIOU 5/8" CEMENTITIOUS.01 FINISH PER FBGR 103.6 a e. FINISH PER FBCR 103.6 0 ' ..4: �• d < 4$ 2a '. FOOTING SEE .4 FOOTING SEE a FOUNDATION PLAN FOUNDATION PLAN A. FOR SIZES 4 MORE FOR 51ZES 4 MORE INFO. INFO, rA-jypical Two Story Wall Section � T ical Two Story Wall Section S-4 SCALE: NTSS-4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY AORK. 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 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 o . Z • o� z o� Lu r a <�d o W z rz > � LL - 0 4 Lu �. u 0 < N won un 00 0 U) ry Lu 0 DATE Ca -30-17 SCALE N07'j5,D DRAWN MK/PDK JOB Sheet content: Structural Details sheet number: 54 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPl'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." SIMP50N 5PH4 TO EA- STUD WITH 12-I06 x 1 1/2 NAILS. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE OF WALL STUDS. STUDS SHALL BE INSTALLED MAX. 16" D.C., SEE 'N'/5-3 DBL 2x 5.Y.P. TOP PLATE DECKING 2"X41' PANEL BLOCKING -s 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TDP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2ND FLOOR FRAMING �SIMPSON C516 OR MSTA36 STRAP 6 32" O.C., EVERY OTHER EACH STUD -----FLOOR J015T-5EE FRAMING PLAN WEEP 5CREED IN5TAILED PER MANUR SIMPSON HETA20 6 32" O.C. MAX. ATTACH TRU55ES PER FRAMING NOTES, IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. — AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP, PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEPVLKING — SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. G/5-1. 5IMOR EQUAL N HTT4 OR UAL At EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 5IMP50N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO SE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PI70OU5LE TOP PLATE SET. // (MIN. STUD GRADE SYP) 2x STUDS 4, 16" O.C. CMU WALL - SEE --/ FLOOR TRUSSES FLOOR PLAN FOR TYP, MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PASSING TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail 1 5 SCALE: NTS SIMPSON C616 2x4 S.Y.P. 02 RIBBON W/4-106 62"X4" CR055 BRACE W/ MIN, 1-1/4" 0.131"x3-1/2" NAIL At EACH EA. FLOOR TRUSS. 48" O/C FOR THE TRUSSES 624" O.C. AND WITH 4 NAILS MINIMUM AT PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE 15T 2'-0" OF END WALL axm FU BOTTOM PLATES/END STUDS. C516 OR M5TA 36 W/ (4) 0.131X3 1/2" s EA. END • 2 � DIAGONAL AND AT 45 32"O.C. (36" LONG)% d INTO 2"X4" BLOCKING fNS 11 ATION PER ENERGY CALCS RELATION t0 HORIZONTAL. N FROM EA. STUD TO TYPICAL. BOTTOM PLATE 8 SIMPSON IF DOUBLE END (2X12) WOOD BLOCK OR STUD 15 OVER A VOID SPACE, FLOOR J015T INSTALL 50LID 2X PROVIDE CONTINUOUS STRAPPING BLOCKING BELOW. DECKING WIN M O M 2x12 5YP 02 WOOD 3-0.131 x 31/21' EA. G BLOCK BETWEEN JOINT SIDE, 2"X4" PANEL BLOCKING s� FLOOR JOIST WITH 5-16d TOENAILS. HETA20 -8 32 O.C. ON THE 6 48" O/C FOR THE FIRST ND FL OR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 8 FEIMPS N 0516 OR MSTA36 OR BOTTOM CHORD ATTACHED QUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS ABOV /BELOW), FLOOR JOIST, OR DRAWN MK/PDK JOB - SEE 'N'/5-3 FOR STUD INFORMATION LOCKING. LOOR JOIST-5EE FRAMING PLAN SALT. Frame/Masonry Connection #1 �S 5 f SCALE: NTS ATTACH TRU55ES PER FRAMING NOTES, IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. — AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP, PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEPVLKING — SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. G/5-1. 5IMOR EQUAL N HTT4 OR UAL At EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 5IMP50N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO SE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PI70OU5LE TOP PLATE SET. // (MIN. STUD GRADE SYP) 2x STUDS 4, 16" O.C. CMU WALL - SEE --/ FLOOR TRUSSES FLOOR PLAN FOR TYP, MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PASSING TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail 1 5 SCALE: NTS SIMPSON C616 /2" DIA NUT 1wA9HER /^INSTALL CRO55 STRAPS WITH (1) W/ MIN, 1-1/4" 0.131"x3-1/2" NAIL At EACH DIA x 1/8" PASSING STUD AND BLOCK, TRUSSES 624" O.C. AND WITH 4 NAILS MINIMUM AT PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE EACH END TO TOP AND axm FU BOTTOM PLATES/END STUDS. CoPIA OUPLING STRAPS SHOULD BE • 2 � DIAGONAL AND AT 45 2x8, USE 6IMP80N 5PI'5 ON DEGREES OR LESS IN fNS 11 ATION PER ENERGY CALCS RELATION t0 HORIZONTAL. TYPICAL. BOTTOM PLATE 8 SIMPSON IF DOUBLE END 1/2" GYPSUM CEILING BOARD STUD 15 OVER A VOID SPACE, STUD TO TOP PLATES. U.N.O." INSTALL 50LID 2X PROVIDE CONTINUOUS STRAPPING BLOCKING BELOW. TYP, WIN AT CRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 7 O.G. OR 06 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER -NAILING SCHEDULE A THAN GYPSUM, SEE NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPI'S ON EACH 51DE OF STUD TO BOTTOM PLATE 8 SIMPSON SP2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." NOTE: SEE 'N'/5-3 FOR STUD INFORMATION SIMPSON 5PH4 EA. STUD TOP ' BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE WALL STUDS. 51 SHALL BE INST MAX. 16" O.G. DIA, 1/2" J -BOL OR WITH 51MP51 SET EPDXY, 5" EMBEDMENT 'a LT. Frame/Masonry Connection #2 SCALE:NTS NUT ON w/ 3-16d a NOTE: /2" DIA NUT 1wA9HER "AT 2x6 WALLS USE 6PH6 W/ MIN, 1-1/4" CONNECTORS IN LIEU OF DIA x 1/8" 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. I/2" DIA ALL PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD axm 1/2" DIA --�•- ANCHOR BOLT CoPIA OUPLING A.B. EXTENSION DETAIL • 2 � Second Floor Frame Connection NOTE: SEE 'N'/5-3 FOR STUD INFORMATION SIMPSON 5PH4 EA. STUD TOP ' BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE WALL STUDS. 51 SHALL BE INST MAX. 16" O.G. DIA, 1/2" J -BOL OR WITH 51MP51 SET EPDXY, 5" EMBEDMENT 'a LT. Frame/Masonry Connection #2 SCALE:NTS NUT ON w/ 3-16d a NOTE: TO ENGINEER PRIOR TO STARTING ANY WORK. "AT 2x6 WALLS USE 6PH6 RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONNECTORS IN LIEU OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. AT 2x8 WALLS USE SPHS PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE CONNECTORS IN LIEU OF axm 6PH4 CONNECTORS SHOWN. FLOOR TRUSS FOR WALLS LARGER THAN • 2 � Second Floor Frame Connection 2x8, USE 6IMP80N 5PI'5 ON \ S-5 fNS 11 ATION PER ENERGY CALCS EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON 1/2" GYPSUM CEILING BOARD 6P2'6 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRU55 STUD TO TOP PLATES. U.N.O." `iX0 L PROVIDE CONTINUOUS STRAPPING CONNECTION t0 FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE 5PH4 0 EA. STUD PROVIDE (2) 16d COM 6 EACH TRU55 1/2" GYPSUM SIMPSON C516 W/ MIN (22) 10d3/4" T8G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 8 NAILED SEE SCHEDULE DETAIL "0" 1105 MAX 6 24 O.G. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (1ST FLR) PRE ENGINEERED WOOD FLOOR TRU55ES -s 24" O.C. 2x4 02 5YP RIM w/ (3) _ 16d NAILS EA. TRU55 JOIST (INSET) 1/2" GYPSUM BOARD SIMPSON MT516 6 EACH FLOOR TRU55 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - 1/16" SHEATHING MIN., OR WN ARAAGEFAPPL SEE ON N -I PAGE SEE GENERAL NOTE TION FOR NAILING PATTERN DBL, 2X TOP PLATE w/ 51MP60N 5PH4 16" O.C. w/ (12) lOd NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT tv 24" O.C. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS 51MP50N 5PH4 a EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN ° FOOTING SEE FOUNDATION PLAN FOR SIZES 8 MORE INFO. �Tvaical Two Story Interior Bearina Shear Wall Section SCALE: NTS 2`X4` CROSS BRACE 0 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" IV EA. END INTO 2"X4" BLOCKING 2"x4" PANEL BLOCKING Q 48" O.G. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *_* WHEN CROSS BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" CRO55 BRACE Q 48" O.G. FOR — THE let 2'-0" OF END WALL W/ (2) 10dx3" e EA. END INTO 2`x4` BLOCKING.. (ANGLE NOT TO EXCEED 45°) — WHEN ANGLE 15 GREATER THAN 45', CROSS BRACE 6 48" O.C. FOR THE let 4'-0" OF END WALL. FLOOR J015T (TYP) Floor Truss Parallel To Brg. Wall SCALE: NTS INI =s APD 2X4 BLOCKING -8 M5TA36 OR C51r OR HETA20 WHICH 15 NOT ALIGNED W/ TRU65 VERT, WEB USING 2-0.131" X 3 1/2" TOENAILS EA. END. Z;0° O.0 SEE *** WHEN DISTANCE 15 LE55 THAN 2'-0" THE FIRST BAY EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER 51MP50N CSI6 TO ENGINEER PRIOR TO STARTING ANY WORK. W/ MIN (22) IOd RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY COMMONS (11 WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION MIN. EACH END) ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. BEAM / GIRDER PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS -s 6" 0/C O • 2 � Second Floor Frame Connection @ Girder \ S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY P15CFZEPANCIES 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, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. 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 0�111 • 2 � C(• Q �I co a� 0 a LU � . �RLU VQ l� Q `iX0 L Q Ll� 4Lu �gQ 0 w MW WIN M O M won DATE m8-30-17 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 55 DfRYWA I OVER PUF BLOCK W 11/16X11/I6 COVE MC (01w) Ixb TRIM (WINDOW PER PLA (WINDOW - MR PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL - EDGES 1x6 TRIM BEAD BOARD -- PANPLING DRYWALL FINISH — OVER FURRING ON BLOCK WALL (WINDOW-� PER PLAN) `.. 1li�t�i`�tt►.1��1 EAD SILL ELEVATION BELOW -- --LINE OF WALL-,,, Ixb TRIM BELOW LINE OF TRIM _ (NICHE BELOW ---------- LINE OF CASING PER PLAN) BELOW =-_-- _ _____-- COMPOSITE WINDOW OVPR =URRING ON WINDOW VAIL _ 1/4' DOOR CASING (0366) SILL PLAN BLOCK WALL COMPOSITE WINDOW DRYWALL FINISH SILL OVER 2x WALL (SEP PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN ° °'' °''�°' PLAN SPECIFIC PER PLAN -�°'' ° IV SHIM AS 11-41 WHITE PINE 0 DAVIS BEWS DESIGN GROUP III - INVERTED 2 1/4' ERTED 2 1/4' �Mti M POOR CASINCz !"566) OR CASING ("366) L. V STD. 2x STUDS (FIER 2x6 WALL BASEAN)CABINETDRYWALL F2xSTUDS(PER PLAN) 3611 OR 21 BAST= HICK -I PER PLAN CABINET 1/4' BASE BD. Ll 66) QUARTER 3 I/4" BASE BD. ROUND CALI. TOP SCALE: 1/2' -- I'-0' S' W. CORIAN - CAP TILE FINISH --- OVER WATER RESISTANT WALL BR =iIIw7 SHIM AS 11-41 I _ A Y WHITE PINE 0 DAVIS BEWS DESIGN GROUP ENcI_osuRE - INVERTED 2 1/4' In' DRYHAI 1 �Mti M POOR CASINCz !"566) i 2.1 LA L. V 2x STUDS (FIER 2x6 WALL STD. '- °° PLAN) 3611 OR 21 BAST= HICK -I PER PLAN CABINET ln' DRYWALL KNEE WALL CAP DETAIL 3 I/4" BASE BD. 0366) QUARTER ROUND HIGH BAR TOP SCALE: In. W I'-0' �-- TEMP. GL. ENCLOSURE 1/2" DRYWALL BELOW CAP — 2x STUDS (PER PLAN) 1n' DRYWALL BATH it 3114'13A.%: BD. SECTION PLAN SHOWER LOW WALL SCALE: 1/2' = I'-0' TILE TO WRAP IN -5" W. CORIAN WINDOW CAP -TILE FINISH OVER WATER RESISTANT WALL BD. SHOWER �sHou�R SIDE TEMP. GL. ROU W*R W/ WHITE PINE 0 DAVIS BEWS DESIGN GROUP ENcI_osuRE W 6rA M STV"r FAST of DSAMR, MOP" 3*77 813. 921' . 1300 nUZ 813. SMS. 1800 FAX VAWX)AVMBFW&C.0M TAMPA • L'7ETV VFR. In' DRYHAI 1 �Mti M 31/4' BASE BD. i 2.1 LA L. V S" W. CORIAN 2x6 WALL '- °° E 3611 OR 21 CAP HICK -I PER PLAN I' 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN E -E'" °''-0' Lu 2x STUDS (PER STD. PLANT 2' VAINTY CABINET O 3 1/4' BASE BD. (1"3166) VANITY LOW WALL $GALE: In' = I'-0' ZIFY TOP (WINDOW PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL— EDGES INVERTED 2 1/4' DOOR CASING (0366) DRYWALL FINISH — OVER PURRING ON BLOCK WALL SILL (WINDOW PER PLAN) LINE OF WALL SILL BELOW CT 1/21 OUT EIVE TILE) LINE OF: CASING— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4' =1'-0 ELEVATION :.---------- DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL $G4 Z I' • I•@' WINDOW )5TAIL I/4' DOOR CASING (0'366) A. FLOORING i BASE BOARD NOTE: WJ 4EN TILE FLOOR 15 SELECTED ONL'r 5A5E BOARD 15 INSTALLED. WJ 4EN WOOD FLOOR 15 5ELECTED BASE BOARD AND SHOE MOULD ARE INSTALLED. Ix JAMB (BI -PASA DRS. Fr=F PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (%b) HELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL F=INISH OVER 2x WALL (SPP lBl-PASS PLAN) DRS. PER -� PLAN) 1/2- 11 -W� 2 1/4' DOOR CASING 0%6) HELD OVER 1/2' PLAN TYP. BI -PASS DRS. CASING DETAIL 21«EM MAIN HOUSE GARAGE DRYWALL RASE BD. TO OVER DRYWALLBTRN511TTI LN 3 /4' BASE BD. ,/(%b) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 11= 1'-0' NOTE: DRAWINCz5 ON ll °x]7 ° 5HEET WILL. BE ONE HALF THE SCALE NOTED 5 1/4' CROWN i (*45) 5 1/411 CROWN 1x8 ROU W*R W/ WHITE PINE 0 DAVIS BEWS DESIGN GROUP ROUTER W 6rA M STV"r FAST of DSAMR, MOP" 3*77 813. 921' . 1300 nUZ 813. SMS. 1800 FAX VAWX)AVMBFW&C.0M TAMPA • L'7ETV VFR. In' DRYHAI 1 �Mti M 31/4' BASE BD. i 2.1 LA L. V 0366) 2x6 WALL '- °° E 3611 OR 21 0M HICK -I PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN E -E'" °''-0' IxIo R V WHITE PINE 0 DAVIS BEWS DESIGN GROUP N ham.. W 6rA M STV"r FAST of DSAMR, MOP" 3*77 813. 921' . 1300 nUZ 813. SMS. 1800 FAX VAWX)AVMBFW&C.0M TAMPA • L'7ETV VFR. 1/2' DRYWALL �Mti M 31/4' BASE BD. i 2.1 LA L. V 1366) 2x6 LL '- °° E 361 OR 421 OR 0M HIGH PER PLAN 2x6 STAIR KNEE WALL CAP D ETAI L PLAN SPECIFIC PER PLAN : " °'1-0' TRIM DETAILS x w C Na 0 DAVIS BEWS DESIGN GROUP N ham.. W 6rA M STV"r FAST of DSAMR, MOP" 3*77 813. 921' . 1300 nUZ 813. SMS. 1800 FAX VAWX)AVMBFW&C.0M TAMPA • L'7ETV VFR. Mr. 19% �Mti M i 2.1 LA L. V 4 00 '- °° E 0M 4� '" NUMBER 2206+5' CAD FU ISSUED 06-16-16 sm OT- _07- 16 10-05-16 11-02-16 cn J W D � Z � O � cn w � � DAVIS BEWS DESIGN GROUP W 6rA M STV"r FAST of DSAMR, MOP" 3*77 813. 921' . 1300 nUZ 813. SMS. 1800 FAX VAWX)AVMBFW&C.0M TAMPA • L'7ETV VFR. Mr. 19% TRIM . RXE MCA TRIM MAILS • pm • LJ -1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ -6010 LJ -4040 RAILING SHOUN) NE POST�� 1x6 PAINTED BASE PLATE 31/4" BASE BD. LJ -1011 LEVEL QUARTER TURN A5 APRON L 101 LEVEL LJ -4042 QUARTER TURN NEWEL LJ -045 LJ -4040 POST N5 L POST NEWEL POST OPT. LIP-MG20NUC44 WROUGHT IRON BALUSTERS LJ -7027 I i `,cork 1x12 SKIRT BOARD Ixb PAINTED BASE __ ROSETTE —_ DAVIS SEWS DESIGN ORM �, PLATE LJ -6010 Ixl2 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ -5015 WOOD MOULD BALUSTERS ' •. - .r. zrA-r (3 PER TREAD) MOULD STANDARD - LJ-8014MRI 1x12 SKIRT TREAD FOR CARPET BOARD(OPT. ' LJ -8010 SERIES LJ -6010 RAILING TREAD SHOIIN) LJ -8095 OAK Ix8 PAINTED LINEAL COVE LJ -4042 RISER MOULDING LJ-8010MRI BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: FSFER TO FLOOR PLANS FOR TRI=AD 05PTH AND RISER I EIGHT REMIND. �C INDICATES STRIP FLOORING TO BE NSTALLED N SAME ORIENTATION AS 51/4" LANDING TREAD LJ -8090-5 OA 51/4" LANDING TREAD RAILING NTS. SEE GENERAL STAIR NOTES RAILING IT LPOS042 NEWEL GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN KTA STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS •4„1 LJ-4040�q/ NEWEL POST VKr` _,y NEWEL POST SECTION--..��'� (x12 SKIRT 1x6 PAINTED BASE CUT THRU .: BOARD PLATE WALL `<' 3 1/4" BASE `�..� LJ -6010 AS APRON RAILING LJ -1041/8 BASE 5 -TURN MOULD STANDARD - LJ-8014MRI LJ -5015 WOOD TREAD FOR CARPET BALUSTERS g(OPT. LJ -8010 SERIES (3 PER TREAD) TREAD) LJ -8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING BASE LJ-8010MRI PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ -4042 BOARD NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL NTS. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CART RUNNER STARTS At NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARI= OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) At STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. % ALL WOOD RISERS TO BE PAINTED WHITE. 8" AK ND LJ-8014MR1 ��`�`�����`����`�i `"-FULL HT. WALL TREAD ������`lllM LJ-8010MR2 CARPET STARTS TREAD At THIS RISER RAILING FULL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD /CARPET STAIR FLOOR PLAN N.TS. SECTION -�.�� I i `,cork 1x12 SKIRT BOARD it rrr CUT THRU DAVIS SEWS DESIGN ORM RAIL (KEEP HOLE WALL WE IW4 rrz- RAILING _W 6 BASE CAP MOULD S -TURN MOULD 00 ' •. - .r. zrA-r E STANDARD - LJ-8014MR1 LJ -5015 WOOD _ TREAD FOR CARPET BALUSTERS LJ -6010 RAILING (OPT. LJ -8010 55RIES (3 PER TREAD) LJ -4042 TREAD) LJ -8095 OAK LINEAL COVE MOULDING — 11 BASE PER TM LEVEL LINE OF 1x8 PAINTED P ED RISER 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ -1040 / 1045 TURNOUT BOARD SCROLL TO BE LJ -3009 LJ -4010 NEWEL POST BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT TOP RAIL RUN STAIR LIH-14OL50144 D ETAI LIH-WOLPLA44 L 2x STUD WALL w/ DRYWALL FIN. 24 STRINGERS NP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL enr TO rae LJ -404 42" H. LJ -1021 NEWEL RAILING ROSETTE POST LJ -6010 36" H. RAILING RAILING LJ -5015 WOOD r-31/4" BASE BALUSTERS AS APRON (3 PER TREAD) ��I�J •rr - •r BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN PER LEVEL 3 1/4" OR 5 1/4" NP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS Kra 3/4" 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 ft LINE %047-- BALUSTERS FBALUSTERS t0 BE PARALLEL TO TOP RAIL in w N LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES N.TS. LJ -5015 LIH-POL15ASK44 LIN-HOL2BASK44 LI14-POLIKNUC44 LIP-POL2KNUC44 LIP-I-IOLPLA44 LII-POL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES NT,S. `— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL NTS. 1" MIN.1-IOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS t0 BE PARALLEL TO TOP RAIL / LIH-POL25ASK44 (DOUBLE BASKET) LIP-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: 1 RAWIN66 ON 11"xll" SHEET WILL 5E ONE HALF THE 5CALE NOTED R T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF ------ KNUCKLES TO / BE PARALLEL TO TOP RAIL / (DOUBLE KNUCKLE \_ LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL V.S. I" MIN. HOLE DEPTH FOR it rrr a DAVIS SEWS DESIGN ORM RAIL (KEEP HOLE M WE IW4 rrz- EA CAP - ,r _W 6 MOULD 6�•. SKIRT 00 ' •. - .r. zrA-r E 36" H. RAILING tr. LJ -6010 RAILING 24 STRINGERS NP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL enr TO rae LJ -404 42" H. LJ -1021 NEWEL RAILING ROSETTE POST LJ -6010 36" H. RAILING RAILING LJ -5015 WOOD r-31/4" BASE BALUSTERS AS APRON (3 PER TREAD) ��I�J •rr - •r BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN PER LEVEL 3 1/4" OR 5 1/4" NP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS Kra 3/4" 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 ft LINE %047-- BALUSTERS FBALUSTERS t0 BE PARALLEL TO TOP RAIL in w N LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES N.TS. LJ -5015 LIH-POL15ASK44 LIN-HOL2BASK44 LI14-POLIKNUC44 LIP-POL2KNUC44 LIP-I-IOLPLA44 LII-POL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES NT,S. `— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL NTS. 1" MIN.1-IOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS t0 BE PARALLEL TO TOP RAIL / LIH-POL25ASK44 (DOUBLE BASKET) LIP-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: 1 RAWIN66 ON 11"xll" SHEET WILL 5E ONE HALF THE 5CALE NOTED R T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF ------ KNUCKLES TO / BE PARALLEL TO TOP RAIL / (DOUBLE KNUCKLE \_ LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL V.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND a DAVIS SEWS DESIGN ORM RAIL (KEEP HOLE M WE IW4 rrz- DEPTH THE SAME AT _W 6 �La 6�•. EACH BALUSTER) 00 0S E 36" H. RAILING tr. LJ -6010 RAILING LJ -4042 NEWEL POST 0 11 LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-14OL50144 LIH-WOLPLA44 (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 METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS x w c STAIR IME TIIP/CAL STAIR DETAILS C4 co to a DAVIS SEWS DESIGN ORM a �rt M WE IW4 rrz- Mn co _W 6 �La 6�•. 00 0S E tr. STAIR IME TIIP/CAL STAIR DETAILS DAVIS SEWS DESIGN ORM 150 STATE STREET EAST OUDM AR, FLDP" 34677 818.925.1300 TEL 813.9'25.1800 FAX W W WX)AV%8EWSCOM TAMPA • 00*dVER. WE IW4 rrz- STAIR IME TIIP/CAL STAIR DETAILS