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479 Rocky Grove Ln 18-3183 (a)r GENERAL CONSTRUCTION NOTES: _ CHAPTERS AND SECTIONS REFER TO F$CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZES OR WALL THIME55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA551FICATION EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED T0, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I nmr 070. TUnDKIDDInnVC A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/1 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM5 SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (11.1 mm) GYPSUM BOARD OR EQUIVALENT M ACCORDANCE WITH FB.CR - 6TH EDITION (20171) R3M b AND TABLE 8302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R1031J AND ASTM C 163. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/Ib INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES ANASTASIA GARAGE RIGHT SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15W OVER FRAME APPLICATION TO BE PER FB.CR - b114 EDITION (2011) 810312 AND ASTM C 926, PER FB.GR 6TH EDITION (2011) R10311J 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 INCHE5 ABOVE THE EARTH OR 1 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-15-C.R.F-15-C.R.6TH EDITION (2011) 8103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) 810315 OR IN ELEVA TION TRADITIONAL A ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-0621063-06( 1JI.41 THRU 1JL4.4) Al FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 11/1 TO L A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE I AY LU K MU KKItoU N CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 SUB-FASGIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, CONCRETE DRIVEWAY, LEAD WALK, ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FnR COOF rnR4PL ANCE V`;ANS EXAMINER 9s -a -I • cg DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL 8E CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOTAS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT i HF BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST RECI.IIRED Res+il? lei be Verified a! Stab Inspection �U\LDW,o SANFORD 0�pA #18-3183 01-10-18 CREATED LOT SPECIFIC PLAN FOR LOT 19 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL A", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: POCKET SLIDER, S' INTERIOR DOORS AT MAIN FLOOR, DOUBLE DIVIDED LITE FRENCH DOORS AT STUDY, BLOCKING FOR TV IN GATHERING ROOM AND ANOTHER LOCATION TBD., PAVER DRIVEWAY, LEAD WALK AND PORCH, TRAY CEILING PACKAGE, VENT HOOD / MICRO TO OUTSIDE, ADDITIONAL SINK IN BATH 3, MEDICINE CABINET IN OWNERS SUITE, AND STAIR RAILING. SQUARE FOOTAGE CALCULATIONS ELEVATION IE MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 to o to J r0 D DRAWING INDEX GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 GENERAL NOTES INDEX SPECIFICATIONS METHCOV INTOBEURA TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" FOUNDATION PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/6" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS PI AN RFVT.qTnN. L D D L D ND L BELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PEFMITED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S NSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORD5 "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2582 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. REV. 2-31-20171 ``j%%II I I III jj�' 83 . J L 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. =etc DAVIS BEWS DESIGN GROVP 2. APPROVED CORRO5ION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE x m TMDN APA • EVER INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. to o to J r0 D DRAWING INDEX WINDOW INSTALLATION: J '`s 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN57RUCTION5. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE - GENERAL NOTES INDEX SPECIFICATIONS METHCOV INTOBEURA Cd) N r I / DWELLING DWELLING /GARAGE OPENINGS: 1 - FOUNDATION PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/6" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR P LAN NOTES FLOOD ZONE REQUIREMENTS: 3 co -j PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (IF APPLICABLE) 2 B 1 - UPPER FLOOR P L A N NOTES I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW51%o AND RW51b1 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 11 UNITS HORIZONTAL (1:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN T UNITS o QI r: 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 Ii, ASTM D 4869, TYPE II OR 2 B 2 UPPER FLOOR PLAN DIMENSIONS TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905JJ. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL N 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 126, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION RW5.11. 3 -ELEVATIONS, ROOF PLAN AND BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE): i F L 1 - '' j� /--� FLASHING D E 1 /`ILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (201) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vass 15 DETERMINED IN ACCORDANCE WITH SECTION 8301113 OR THE 116,119 F L2 - SINSTALLATION FLASHING DETAIL RECOMMENDATIONS OF RAS OR 120. REQUIRED UNDERLAYMENT PER FBLJZ - 6TH EDITION (2011) RW533 SHALL COWORM WITH ASTM 1226, TYPE 11; ASTM 12626, tY:E II; OR A5TM D 1910 OR ASTM D 6380, CLASS M MINERAL SU�ACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSAItRI FLORIDA HIGH WIND CONCRETE. AND CLAY ROOF .TILE MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R301113 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 14" HIGHER THAN 4B UPPER FLOOR ELECTRICAL PLAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER AND - TUB SHOWER AREA5: TR -TRUSS ST 1 V, P P I N G P U'1 N GEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 5HOWER AREAS. N1 -STRUCTURAL NOTES TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR S1 - STRUCTURAL DETAILS SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THIME55 OF 0210 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED INSIDE THE SLEEVE. S2 -STRUCTURAL DETAILS 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (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 LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S3 - STRUCTURAL DETAILS MECHANICAL AND HVAC: L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S4- STRUCTURAL DETAILS T. 2. MECHANICAL 1. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PER'1ANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER S5- STRUCTURAL DETAILS PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL TD -TRIM 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 ALSO CONFORM TO THE SDSTAT R TRIM DET /\ILS /'1 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY 1V 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 N5TALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED NTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 1. 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 N51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (161 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (I.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS T A A INSTALE AN ISE L D D L D ND L BELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PEFMITED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S NSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORD5 "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2582 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. REV. 2-31-20171 ``j%%II I I III jj�' 83 . J 2 =etc DAVIS BEWS DESIGN GROVP x m TMDN APA • EVER EST 1994 � to o to J r0 O J '`s gco Cd) N r 6. a j C*1 O O -0 3 co -j EO LL 0 W L0 o QI r: T Z N It L D D L D ND L BELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PEFMITED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S NSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORD5 "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2582 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. REV. 2-31-20171 ``j%%II I I III jj�' 83 . J 2 =etc DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RORIDA 39671 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.CAM TMDN APA • EVER EST 1994 � L D D L D ND L BELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PEFMITED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S NSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORD5 "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2582 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. REV. 2-31-20171 ``j%%II I I III jj�' 83 . J 2 =etc '0- i % ���'fillllil%`�` 4'-4" 4'-10" 3'-6" 4'-4" 4'-0" 4'-4" 2 -STORY I -STORY FOOTING FOOTING v d _ @ Q. c co p •w •• ■ I I 31'-10" o >>m GAL. I (r- — I I W.H. I iI `'� I o 1I I I J Cil I Ib" Wxl6" PEEP FIG. _ I IL — J B W! 2 - "5 GONT. K I 6, — 9 -1 3 -9 OLD6MAR, FiARIDA 34677 813.925.1300 TEL N e 8" all � ESI'. 1994 "I I -STORY FOOTING (TYP.) PRE -PLUMB FOR j 20" N. x Ib" W. CONC. MONO FTG. W/ WATER SOFTENER ( 2 -'5 CONT. REBARS PROVIDE LOOP AND DRAIN i 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE 20'.0'i N t" © G.C. VERIFY ACRYLIC ON LANAI WIDEN FOOTING 8 AT " I POCKET SLIDER AND ADD !U "5 REBAR I 071 I PITCH � FT. II II 8x8 FTG. W/ I -'5 CONT. (TYP. AT LANAI) 4'-4" 8" AA 5�-4" n ;mayLu `� o - 10 'J _ �* I ( I I ■ ELEVATION AT 0'-0" (ASSUMED) 35" THICK, 1500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ 6x6 WlAxWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TE121'11TE TREATED, GRANULAR FILL. aO ril IL / \ (I I K — �� n 16" Wxlb" DEEP FTG. W/2-'5 CONT. PROVIDE WATER �,� LINE FOR ICE MAKER j/ // ' �'< �• OF REF. 3 -b Sl SLAB ------ >� / . --------------------rt---------------------� PITCH ( I TO DRAIN NOTE: @ 1 PROVIDE GAS DROPS (IF REQUIRED) FOR ALL a .� GAS APPLIANCES. A e i (VERIFY LOCATION OF ' ALL GAS APPLIANCES ON i FLOOR PLAN PRIOR TO ANY CONSTRUCTION) oz n o c — ■ ■ ■■ ■ \ i NOTE / ALL SLAB ANGLES ARE AT 45' NN.Oa J SI r N ■ � F3 n: 2-6TORY FOOTING (TYR) 20" H. x 20" W. GONG. MONO -FTG. W/ 3 'S DONT. KEBABS PROVIDE 25" MIN. LAP WHERE SPLICED AND I WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MRBELOW GRADE = 16' Wx12" DEEP FTG. B W/ 2 -'5 CONT. 51 C cj ( \ I �)I I u, 8" THICKENED EDGE I I �^ FOR SHOWER RECESS I j W! I NO.5 BAR CONT. I I P4 3/4" CONDENSATION DRAIN BY PLUMBER c° IO' -IO" AIR HANDLER ( LINES FROM11 I UPPER FLOOR .. " P.V.C. 1 ( — —1 I I I °C I I L _nJ 16" Wxlb" DEEP FTG. W/ 2 - 05 CONT. 3/4" RECESS FOR ENTRY OR 12'-1" 8 -I" 2'-8" 2'-0" ■ —�LA� ■ �- ---■ - `: Q — 0 ZN2v 18 6 ( 3' -6"x3 -b" AIC PAD (SEE MECH. CONTRACTOR( OR LOCA — — — �- — — 2 5 31- 8 �„ i " B „ 5 -2 5.8 4'-0" 4 -4 N ■ �o M :� ♦ , m — — — — — ■ ■ ■ ■ ���� ti I 5 -4" I S10RY FOOTING 8x8 FTG. W/ I -'5 DONT. (TYP. AT ENTRY) 13'-8" e IO'-IO"4 26-11" 2--l' I' -B'3 -10 "� LAY. AIR HANDLER LINES FROM UPPER FLOOR - ■ ■N i' 54 3/4" CONDENSATION 4 P.YC. DRAIN BY PLUMBER A ■ ■ ■ ■ WR I a, TILE SNOUIER I M "' SEAT RECESS � = ABY. 2'.0" xI ( _ \ 5 -6" � — �J • cv ____ ■ 8"CM.U.WALLABV.■ ib I L------ - - - �' ) ■----� `r eO , INDICATES I -'5 VERT. REBAR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT. REIN. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 4'-4" 4'-0" 4'-8" 4'-8" 52'-4" O 1.1.1 1.1.1.— WALL ABV. 414" 3' IO" 3'-2" 3'-2" I PITCH 1/8" / FL `Q v > e T-4" ■iml■ TEWITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." {111 !! Q. c co p •w •• • Z i '0' ' '//� OLD6MAR, FiARIDA 34677 PAVER DRIVE /LEAD WALK ELEVATION (-)0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.VD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x36"x36" GONG. FOOTING W/ (4) 15 BARS EACH * * * * * WAY. F2 12" DEEP x24"x24" GONG. FOOTING W/ (3) 05 BARS EACH WAY. F3 20" DEEP x30"60" GONG. FOOTING W/ (3)15 BARS EACH WAY * JOB NUMBER • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED i�dw ;.6, Toil i VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE DRE -ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J o W O O O O DAVIS BEWS x w DESIGN GROVF r0 0010 0 OLD6MAR, FiARIDA 34677 813.925.1300 TEL O-j -1 , co TAMPA •DENVER � ESI'. 1994 N t" ,Ad2 N Dy�M L !>jN L L °a - j- • 00 .!eo-0f, OJcO � - x O) LC4 J +" m 0 41 0 ZN2v • * JOB NUMBER • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED i�dw ;.6, Toil i VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE DRE -ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J o W O O O O F4 12" DEEP x30"x30" CONC. FOOTING V (3)'5 BARS EACH WAY. 2582 • THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • SOIL BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). • 77TLE • FOUNDATION PLAN ■ INDICATES 105 ♦ INDICATES 2'S • SHEET • FOUNDATION PLAN SCALE: 1/4' GARAGE RIG[ JL .II DAVIS BEWS DESIGN GROVF 150 STATE STREET EAST OLD6MAR, FiARIDA 34677 813.925.1300 TEL 813 . 92S .1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER � ESI'. 1994 F4 12" DEEP x30"x30" CONC. FOOTING V (3)'5 BARS EACH WAY. 2582 • THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • SOIL BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). • 77TLE • FOUNDATION PLAN ■ INDICATES 105 ♦ INDICATES 2'S • SHEET • FOUNDATION PLAN SCALE: 1/4' GARAGE RIG[ JL .II ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.C.R 6TH EDITION (2011). * * * * * * VM_&RSCALE: 114" = I'-0" o-" BOTT. OF LINTEL-' AT 8'-011 AFF. v v (- - - - -1 F_ - - - 1Y-b"x3-6" A/C I ( Y-6"6-6" A/C I ■ PAD (SEE MECH. PAD (SEE MEGH. CONTRACTOR ( (CONTRACTOR FOR LOC) I I FOR LOC) I L --_J L --_J ■ * * * * * * * * * 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 2-2x12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMP50N LSC HANGER ••• STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASICONC.). of AT WOOD WITH (4) 0.131 x 3 1/2" NAILS AT EA, SND MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC) ATTACH FOOT TO FLOOR •• AT CONC. V 1/4" DIA x 3" TAPCONS AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2' NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8'2 SYP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 1x12 12 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" RS. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 3 0" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR SEAMS WITH SIMPSON LU526 HANGERS OR EQUAL • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * -3/4" PLYWD. DECKING Q 11J zo cq T- Q 21 * * * * * * * ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE 83015 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * * TYPICAL MASONRY SHIM AS AIR SWITCH WINDOW SCHEDULE FOR DISP. IA WINDOW WIDTHS 8" COMMON BLOCK COURSE OVER 8" • 201[ 2111 3114 5311 PRE-ENGINEERED CONCRETE LINTEL '5 WINDOW CALL—OUTS r _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. STD. U 2611 12 SN 1/2 32 5H 22 5H 32 5H W CONNECTORS AT BASE. O5 = 39" O 13 5H 1/2 33 5H 23 5H 33 5H 1/16" 0.5.5. - PROVIDE 1 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT 0 51" 14 SN 1/2 34 5H 24 5H 34 5H 1/2" DRYWALL COLI. TOP Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H rZ l2" �: 16 5H 1/2 36 514 26 514 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER F_MANUFACTURER AND 5PECIFICATION5. 0 • REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5E1) (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.C.R 6TH EDITION (2011). * * * * * * VM_&RSCALE: 114" = I'-0" o-" BOTT. OF LINTEL-' AT 8'-011 AFF. v v (- - - - -1 F_ - - - 1Y-b"x3-6" A/C I ( Y-6"6-6" A/C I ■ PAD (SEE MECH. PAD (SEE MEGH. CONTRACTOR ( (CONTRACTOR FOR LOC) I I FOR LOC) I L --_J L --_J ■ * * * * * * * * * 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 2-2x12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMP50N LSC HANGER ••• STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASICONC.). of AT WOOD WITH (4) 0.131 x 3 1/2" NAILS AT EA, SND MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC) ATTACH FOOT TO FLOOR •• AT CONC. V 1/4" DIA x 3" TAPCONS AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2' NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8'2 SYP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 1x12 12 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" RS. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 3 0" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR SEAMS WITH SIMPSON LU526 HANGERS OR EQUAL • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * -3/4" PLYWD. DECKING Q 11J zo cq T- Q 21 * * * * * * * ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE 83015 PER F.B.C.R. - 6TH EDITION (2011). * * * * * * * SCALE: 1/1" :1'-0" NOTE: AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 42" H. -36' W. CONTINUOUS GRASPABLE RAILING HEAD CLEARANCi7 iia } \ SYSTEM T f \ 2x STRINGERS 10.00 36" N. (TYP) RAILING STORAGE 1" NOSING (AIDER (TYP) v STAIRS :;t 2x TREADS AND �^ Ix RISERS (TYP) a H 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" : 1'-0" * * * * STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS 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 ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TEFVINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/7 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA L, y UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 112 INCH GYPSUM BOARD PER FB.C.R - bTH EDITION (2011) R302.1 AND R30211 G.C. VERIFY SECOND LOCATION FOR BLOCKING FOR TV INSTALLAION FLAT HEADER AT 84" AFF. T.011, 9'-4'1 AFF. T.OM. 9'-411 AFF. 0 MAIN FLOOR STRUCTURAL LEGEND OPT. SHIM AS AIR SWITCH REQ'D. FOR DISP. IA - V K0. BLOCK FILLED W10) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" • 111 GROUTED SOLID. CASING PRE-ENGINEERED CONCRETE LINTEL '5 _8" FILLED WI(l) BAR 2x STUDS (PER _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. STD. BLOCK FILLED AND REINFORCED WIN 15 BAR PLAN) - PROVIDE (4) 2x4 5TUD5 W/ (U SIMPSON HTT4 BASE CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) 5IMP50N HTT4 CABINET CONNECTORS AT BASE. 1/16" 0.5.5. - PROVIDE 1 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT BACKING EACH END WITH (U 5IMP50N L5TAI5 STRAP. THE 4J 1/2" DRYWALL COLI. TOP SCALE: 1/1" :1'-0" NOTE: AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 42" H. -36' W. CONTINUOUS GRASPABLE RAILING HEAD CLEARANCi7 iia } \ SYSTEM T f \ 2x STRINGERS 10.00 36" N. (TYP) RAILING STORAGE 1" NOSING (AIDER (TYP) v STAIRS :;t 2x TREADS AND �^ Ix RISERS (TYP) a H 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" : 1'-0" * * * * STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS 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 ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TEFVINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/7 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA L, y UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 112 INCH GYPSUM BOARD PER FB.C.R - bTH EDITION (2011) R302.1 AND R30211 G.C. VERIFY SECOND LOCATION FOR BLOCKING FOR TV INSTALLAION FLAT HEADER AT 84" AFF. T.011, 9'-4'1 AFF. T.OM. 9'-411 AFF. 0 MAIN FLOOR STRUCTURAL LEGEND 8" K0. BLOCK FILLED WI(l) 15 BAR OVER 8" • 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) x ro 15 BAR IA - V K0. BLOCK FILLED W10) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR, GROUTED SOLID. • PRE-ENGINEERED CONCRETE LINTEL '5 _8" FILLED WI(l) BAR O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN 15 BAR ® - PROVIDE (4) 2x4 5TUD5 W/ (U SIMPSON HTT4 0 0 CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) 5IMP50N HTT4 03CO CONNECTORS AT BASE. © - PROVIDE 1 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT ;;t J— EACH END WITH (U 5IMP50N L5TAI5 STRAP. THE 4J JACK -STUDS, IN TUBI, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP50N H25 CLIPS, STRUCTURAL NOTES • - - ALL LVL'S TO BE Fb:2950 PSI MIN. - - - • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8 •1 SYP UN.O. • - - ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING - COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ.: RECOMMENDED MASONRY CONTROL JOINT.l ■ INDICATES 1.5 INDICATES 2'5 HATCHING LEGEND LOAD BEAR]NG WALL AA6�Y►d �R.j.�rjy��J INSULATE .LL JIJJJJJ R - Value Chart WALL CONSTRUCTION R -VALUE (MIN) FRAME WALLS R 13 (WHERE APPLICABLE) CLG.INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 MAIN FLOOR PLAN NOTES GARAGE RIGHT Davis sEws DESIGN GROUP x ro L50 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER C100 o to 0 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT J08 NUMBER — CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED Davis sEws DESIGN GROUP x ro L50 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER C100 o to 0 JroN; 07(�0> Los C4 LF L .?Jij CSL. 0 0 �m 03CO 3:NE aY ;;t J— 4J z C4 J08 NUMBER — CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED eel �� Q Z 6-2 f oil', m 1 10 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY c 0 Z ortoo O0 0 O Z 0 2582 14 • TITLE MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS NMI Davis sEws DESIGN GROUP L50 STATE STREET EAST OLDSMAIt, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST1994 eel �� Q Z 6-2 f oil', m 1 10 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY c 0 Z ortoo O0 0 O Z 0 2582 14 • TITLE MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS NMI I 15'-0" P-4" 8'-4" 65'-4" 36'-4" [ L REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES II 2r co =Y;w �: Q •z -.V .O J co 150 STATE STREEC EAST _ OLDSA4AR, A.AR.IDA 34677 II • JOB NUMBER • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED X BEWS rtO 0 J co 150 STATE STREEC EAST _ OLDSA4AR, A.AR.IDA 34677 813 . 92S .1300 TEL �Fn�M W W W.DAVLSBEWS.C.oM TAMPA •DENVER EST. 1994 � cm 'Q�-Q�f9 00 r, E00 L Ito m 00 T Z N20 v • JOB NUMBER • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED 6 2 Mulli iii VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELI, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY V..J O O co z O F- IC D � J 1- Oy DAVI S 2582 , • TI TLE • MAIN FLOOR PLAN DIMENSIONS 9 SHEET 2A2• BEWS DESIGN GROUP 150 STATE STREEC EAST _ OLDSA4AR, A.AR.IDA 34677 813 . 92S .1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C.oM TAMPA •DENVER EST. 1994 � 6 2 Mulli iii VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELI, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY V..J O O co z O F- IC D � J 1- Oy DAVI S 2582 , • TI TLE • MAIN FLOOR PLAN DIMENSIONS 9 SHEET 2A2• ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6TH EDITION (2011). I ea ea REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR STRUCTURAL LEGEND O TYPICAL WOOD FRAME Co CONNECTORS AT BASE. WINDOW SCHEDULE — PROVIDE (3) 26 STUDS W1 fl) SIMPSON HTT4 Z WINDOW WIDTHS Og — PROVIDE 1 -PLY 1.15" x 12" LVL BEAM NAILED ''����11111 - 20" - 2411 �/ 11 - 511 JACK -STUDS AT EACH END WITH (2) SIMPSON WINDOW CALL -OUTS T� ..L — PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W1 W" OSB (D 2011 1818 F.G. 2018 F.G. 3(018 F.G. 4018 F.G. W = 2411 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 3�E J _0 iLY -y ca -j •Fj 0 3611 00 ZN�'t 1830 5H 2030 5H 3030 5H 4030 SH Z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H �--i Z 60" 3 1850 5H 2050 5H 3050 5H 4050 5H :12]' 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, cn w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 0 MANUFACTURER AND 5PECIFIGATION5. 0 • REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -514, GA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6TH EDITION (2011). I ea ea REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR STRUCTURAL LEGEND O — PROVIDE (3) 2x4 STUDS W1 (1) SIMPSON HTT4 Co CONNECTORS AT BASE. ® — PROVIDE (3) 26 STUDS W1 fl) SIMPSON HTT4 Z CONNECTORS AT BASE. Og — PROVIDE 1 -PLY 1.15" x 12" LVL BEAM NAILED ''����11111 TOGETHER W1(2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE I 0 co JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. IC — PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W1 W" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT co OoiL EACH END WITH (1) 5IMP50N LSTAI2 STRAP. STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 28 411 SYP UMO. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DUELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MOIRE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER M.C.R. - 6TH EDITION (2011) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 6TH EDITION (2011) R3122 UPPER FLOOR PLAN NOTES GARAGE RIGHT it o. � ♦� Co DAVIS BEWS DESIGN GROVP :Lu 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWnAVISBEWS.CAM TAMPA • DENVER Z 0 ''����11111 WINDOW FALL PROTECTION IN DUELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MOIRE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER M.C.R. - 6TH EDITION (2011) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 6TH EDITION (2011) R3122 UPPER FLOOR PLAN NOTES GARAGE RIGHT it • JOB NUMBER - • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED x 0 w DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWnAVISBEWS.CAM TAMPA • DENVER r IA JO�00 0 Jc�i�W I 0 co , N r > CD > J N Lm co OoiL p 0�� co 3�E _0 iLY -y ca -j •Fj 00 ZN�'t • JOB NUMBER - • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 -41 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). - THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER - SEALED FOR STRUCTURE ONLY V J 0 O W V rvoO OIntoo 0 z O z 1-- c� J O 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWnAVISBEWS.CAM TAMPA • DENVER EST. 1994 ezz�— VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 -41 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). - THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER - SEALED FOR STRUCTURE ONLY V J 0 O W V rvoO OIntoo 0 z O z 1-- c� J O 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS AAI -Alt UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT •• •••• /moi � ' •• DAVIS BEWS DESIGN GROVP ��` :'LL 00 • v> J =Y:Z U •= Z .v o O to co C/ 1 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • JOB NUMBER — • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED DAVIS BEWS DESIGN GROVP x to 150 STATE STREET EASr OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. G r0 J0100 O to co 1 N Dc�M L' >'JM 00 a�a� tttttttt.o —3 C 00 4ELL Y ( ) t J }1 cy m 4j 4j � � ti (020 z • JOB NUMBER — • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED 6 1 �11111 h VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 Of THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O. u 0 V)O o oc m z O z oC F- I 0 J O 2582 , • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EASr OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994 6 1 �11111 h VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 Of THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O. u 0 V)O o oc m z O z oC F- I 0 J O 2582 , • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET • VENT REQUIREMENTS I VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. Lu X 144 = 703 SQ, IN. 2 °G by HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. °L ! # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. I I , I 1 y e ID_ DAVIS BEWS DESIGN GROUP ' z LANAI ROOF t I ------------------- ------ -------- - I I VENT REQUIREMENTS -------------------- I y w I it VENTILATION CALCULATIONS LOWER ROOF v Q 66 ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. I VENTILATION CALCULATIONS p -1-------- I A X 144 = 67 SQ. IN. z I,-08 4: �2 OVERHANG j HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. • i HALF AT UPPER 2/3 ROOF VENTS = 33_36 SQ. IN. AT HIP I 00 ya T # UPPER 2/3 ROOF VENTS REQUIRED =1 � HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. I � , ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. , AA ROOF PLAN, —------- ---------- SCALE: 115" : 11-0R HALF AT LOW SOFFIT If EAVE VENTS = 33.36 SQ. IN. f Lu SAND FINISH ACTUAL ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. o � (IF APPLICABLE( REFER TO SHEET 3G RA15ED SAND FINISH FOR ROOF PLAN W/ TEXTURED BANDING OPT. SECOND SUITE I r UPPER ROOF VENT REQUIREMENTS I VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. Lu X 144 = 703 SQ, IN. 2 °G by HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. °L ! # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. I I , I 1 INSTALLATION OF EXTERIOR LATHING AND FRAMING 3/4" APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH THICK EDITION (2011) R1031J AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (10171) 8103.12 AND ASTM C S26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / - - SCALE: 3" : P-0" 6 12 12 Q6 11 /SHINGLE 12 6 SHINGLE 6� ROOF 7 Q ROOF PLT. HT. PLT. H1. e L TEMP. _ -STUCCO FINISN O `A FIN15H 75HINGLE 12 �o ROOF SECOND FF. LINE 3050 SH W/ SECOND F.F. LINE 13 TEMP. 5H. SECOND FF: LINE _ gp a/SHINGLE b13 b ROOF SECOND F.F. LINE OPT. SECOND SUITE W/ OPT. STUDY — - — -T.O.M.- - _ ZTEXTURED %� FINISH @ e /TEXTURED FINI �� SH MAIN FF. LINEno _ - - _ - _ _ _ _ - _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 11-0R 2 CAR GARAGE * WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 14 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBZR - 6TH EDITION (2011) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.CR - 6TH EDITION (2011) FV21 EGRE55 NOTE 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 Yy yy T � T 11 GIRDER 6� Q6 GIRDER ROOF 11%1 5E5 TRUSS 12 AT 24" O.C. Q b� I(TYPICAL) 6 El 11 11 El El Ele El El `-!-STORY 0 r 113111.3I] L VOLUME USSES V2PTHERING a4 FLOOR SYSTEMBEAh1❑❑ LINTEL LANAI IKI DO LINE OF OPL PKT. SLIDER SECTION AA SCALE: 1/8" : I'-0" ` �; • 6• • Qco cr- :w O•Z= o •�� Z�• ` 6 12 /SHINGLE 2 ROOF/ G.C. VERIFY b 12 /SHINGLE FASCIA CALL -OUT ROOF 7 (TYPICAL) f PLT. HT. 411 BANDING (TYP) L STU= STUCCO 1'-4" W. x 5411 H. FIN15N FIN15W e DECORATIVE 7 7 6, FIXED SHUTTERS 4" BANDING (TYPJ 6 1� /SHINGLE ;rb L$HINGLE SECOND FF. LINE _ ROOF 7 ROOF T.O.M. 8" BANDING b" BANDING 4" BANDING b PLT. HT. x 5'-0" H. DECORATIVE FIXED SHUTTERS 9 LLI. T r cv 12 Q 6 SECOND FF. LINE T.O.M. 8" BANDING COACH LIGHT `r TEXTURED ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED °' FINISH @ FIN15H E 17 El El F] [71 ❑❑❑❑❑❑�❑ BANDING BANDING - - MAIN FF. TINE � -� MAIN FF. LINE GRADE LINE -/4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION - SCALE: U4" : 1'-0" 12 12 b� 12 6 12 /SHINGLE 12 Q6 /SHINGLE �6 ROOF 7 6SHINGLE 6 12 12Q6 SHINGLE / ROOF PLT. HT._ ROOF PLT. HT. _ _ PLT. HT_ - _ _ _ _ PLT. HT. ZUCCO aFTs. F.G. * � 6, STUCCO � LgTUCCO ZS= 11 FINISH] 6 I� �HINGLE FINISH 7 r FINISN 7 SHINGLE I2 FINISH 7 f /l f � SECOND FF. LINE 4D �—SHINGLE g" SECOND FF. LINE SECOND FF. LINE ROOF �4 _ — 7 8" SECOND F.F.FLINE ROOF 811 SECOND F.F. LINE T.OM. _ ROOF T.OM. _ �o TOM. - f T.OM. 19 TEXTURED FINISH MAIN FF. LINE _ /TEXTURED TEXTUREDZTEXTURED = /TEXTURED /TEXTURED o v, * FINISH 6' °' FINISH 7 FINISH 7 ��„' FINISH 7 FINI5H 7 � _ _ - _ _ MAIN FF. LINE MAIN FF. LINE _ _ - _ _ _ _ _ _ _ _ _ �l _ _ _ f MAIN FF. LINE GRADE LINE 77'GRADE LME GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) RIGHT ELEVATION TRADITIONAL ELEVATION "B" GARAGE RIGHT Fli y e ID_ DAVIS BEWS DESIGN GROUP ' z r u� 0 t I ------- I r J m hW I I � � 6:12 �� -------------------- I y w I it x LOWER ROOF i VENT REQUIREMENTS 66 ? I VENTILATION CALCULATIONS p -1-------- I A ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. z I,-08 X 144 = 254 SQ. IN, OVERHANG j HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP I 00 ya T I (UNAJ � HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. I � , INSTALLATION OF EXTERIOR LATHING AND FRAMING 3/4" APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH THICK EDITION (2011) R1031J AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (10171) 8103.12 AND ASTM C S26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / - - SCALE: 3" : P-0" 6 12 12 Q6 11 /SHINGLE 12 6 SHINGLE 6� ROOF 7 Q ROOF PLT. HT. PLT. H1. e L TEMP. _ -STUCCO FINISN O `A FIN15H 75HINGLE 12 �o ROOF SECOND FF. LINE 3050 SH W/ SECOND F.F. LINE 13 TEMP. 5H. SECOND FF: LINE _ gp a/SHINGLE b13 b ROOF SECOND F.F. LINE OPT. SECOND SUITE W/ OPT. STUDY — - — -T.O.M.- - _ ZTEXTURED %� FINISH @ e /TEXTURED FINI �� SH MAIN FF. LINEno _ - - _ - _ _ _ _ - _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 11-0R 2 CAR GARAGE * WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 14 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBZR - 6TH EDITION (2011) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.CR - 6TH EDITION (2011) FV21 EGRE55 NOTE 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 Yy yy T � T 11 GIRDER 6� Q6 GIRDER ROOF 11%1 5E5 TRUSS 12 AT 24" O.C. Q b� I(TYPICAL) 6 El 11 11 El El Ele El El `-!-STORY 0 r 113111.3I] L VOLUME USSES V2PTHERING a4 FLOOR SYSTEMBEAh1❑❑ LINTEL LANAI IKI DO LINE OF OPL PKT. SLIDER SECTION AA SCALE: 1/8" : I'-0" ` �; • 6• • Qco cr- :w O•Z= o •�� Z�• ` 6 12 /SHINGLE 2 ROOF/ G.C. VERIFY b 12 /SHINGLE FASCIA CALL -OUT ROOF 7 (TYPICAL) f PLT. HT. 411 BANDING (TYP) L STU= STUCCO 1'-4" W. x 5411 H. FIN15N FIN15W e DECORATIVE 7 7 6, FIXED SHUTTERS 4" BANDING (TYPJ 6 1� /SHINGLE ;rb L$HINGLE SECOND FF. LINE _ ROOF 7 ROOF T.O.M. 8" BANDING b" BANDING 4" BANDING b PLT. HT. x 5'-0" H. DECORATIVE FIXED SHUTTERS 9 LLI. T r cv 12 Q 6 SECOND FF. LINE T.O.M. 8" BANDING COACH LIGHT `r TEXTURED ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED °' FINISH @ FIN15H E 17 El El F] [71 ❑❑❑❑❑❑�❑ BANDING BANDING - - MAIN FF. TINE � -� MAIN FF. LINE GRADE LINE -/4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION - SCALE: U4" : 1'-0" 12 12 b� 12 6 12 /SHINGLE 12 Q6 /SHINGLE �6 ROOF 7 6SHINGLE 6 12 12Q6 SHINGLE / ROOF PLT. HT._ ROOF PLT. HT. _ _ PLT. HT_ - _ _ _ _ PLT. HT. ZUCCO aFTs. F.G. * � 6, STUCCO � LgTUCCO ZS= 11 FINISH] 6 I� �HINGLE FINISH 7 r FINISN 7 SHINGLE I2 FINISH 7 f /l f � SECOND FF. LINE 4D �—SHINGLE g" SECOND FF. LINE SECOND FF. LINE ROOF �4 _ — 7 8" SECOND F.F.FLINE ROOF 811 SECOND F.F. LINE T.OM. _ ROOF T.OM. _ �o TOM. - f T.OM. 19 TEXTURED FINISH MAIN FF. LINE _ /TEXTURED TEXTUREDZTEXTURED = /TEXTURED /TEXTURED o v, * FINISH 6' °' FINISH 7 FINISH 7 ��„' FINISH 7 FINI5H 7 � _ _ - _ _ MAIN FF. LINE MAIN FF. LINE _ _ - _ _ _ _ _ _ _ _ _ �l _ _ _ f MAIN FF. LINE GRADE LINE 77'GRADE LME GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) RIGHT ELEVATION TRADITIONAL ELEVATION "B" GARAGE RIGHT Fli x e ID_ DAVIS BEWS DESIGN GROUP ' z r u� 0 ------- I r J m hW - � � 6:12 �� -------------------- crN►� y Ir 0 0th it x LOWER ROOF i VENT REQUIREMENTS 66 ? ,u VENTILATION CALCULATIONS p -1-------- I 6:12 6:12 ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. z I,-08 X 144 = 254 SQ. IN, OVERHANG j HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP 00 ya T I (UNAJ , �e N yo HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 1 I � , ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. , AA ROOF PLAN, SCALE: 115" : 11-0R N" THICK SAND FINISH KEYSTONE (IF APPLICABLE( RA15ED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING 3/4" APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH THICK EDITION (2011) R1031J AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (10171) 8103.12 AND ASTM C S26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / - - SCALE: 3" : P-0" 6 12 12 Q6 11 /SHINGLE 12 6 SHINGLE 6� ROOF 7 Q ROOF PLT. HT. PLT. H1. e L TEMP. _ -STUCCO FINISN O `A FIN15H 75HINGLE 12 �o ROOF SECOND FF. LINE 3050 SH W/ SECOND F.F. LINE 13 TEMP. 5H. SECOND FF: LINE _ gp a/SHINGLE b13 b ROOF SECOND F.F. LINE OPT. SECOND SUITE W/ OPT. STUDY — - — -T.O.M.- - _ ZTEXTURED %� FINISH @ e /TEXTURED FINI �� SH MAIN FF. LINEno _ - - _ - _ _ _ _ - _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 11-0R 2 CAR GARAGE * WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 14 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBZR - 6TH EDITION (2011) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.CR - 6TH EDITION (2011) FV21 EGRE55 NOTE 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 Yy yy T � T 11 GIRDER 6� Q6 GIRDER ROOF 11%1 5E5 TRUSS 12 AT 24" O.C. Q b� I(TYPICAL) 6 El 11 11 El El Ele El El `-!-STORY 0 r 113111.3I] L VOLUME USSES V2PTHERING a4 FLOOR SYSTEMBEAh1❑❑ LINTEL LANAI IKI DO LINE OF OPL PKT. SLIDER SECTION AA SCALE: 1/8" : I'-0" ` �; • 6• • Qco cr- :w O•Z= o •�� Z�• ` 6 12 /SHINGLE 2 ROOF/ G.C. VERIFY b 12 /SHINGLE FASCIA CALL -OUT ROOF 7 (TYPICAL) f PLT. HT. 411 BANDING (TYP) L STU= STUCCO 1'-4" W. x 5411 H. FIN15N FIN15W e DECORATIVE 7 7 6, FIXED SHUTTERS 4" BANDING (TYPJ 6 1� /SHINGLE ;rb L$HINGLE SECOND FF. LINE _ ROOF 7 ROOF T.O.M. 8" BANDING b" BANDING 4" BANDING b PLT. HT. x 5'-0" H. DECORATIVE FIXED SHUTTERS 9 LLI. T r cv 12 Q 6 SECOND FF. LINE T.O.M. 8" BANDING COACH LIGHT `r TEXTURED ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED °' FINISH @ FIN15H E 17 El El F] [71 ❑❑❑❑❑❑�❑ BANDING BANDING - - MAIN FF. TINE � -� MAIN FF. LINE GRADE LINE -/4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION - SCALE: U4" : 1'-0" 12 12 b� 12 6 12 /SHINGLE 12 Q6 /SHINGLE �6 ROOF 7 6SHINGLE 6 12 12Q6 SHINGLE / ROOF PLT. HT._ ROOF PLT. HT. _ _ PLT. HT_ - _ _ _ _ PLT. HT. ZUCCO aFTs. F.G. * � 6, STUCCO � LgTUCCO ZS= 11 FINISH] 6 I� �HINGLE FINISH 7 r FINISN 7 SHINGLE I2 FINISH 7 f /l f � SECOND FF. LINE 4D �—SHINGLE g" SECOND FF. LINE SECOND FF. LINE ROOF �4 _ — 7 8" SECOND F.F.FLINE ROOF 811 SECOND F.F. LINE T.OM. _ ROOF T.OM. _ �o TOM. - f T.OM. 19 TEXTURED FINISH MAIN FF. LINE _ /TEXTURED TEXTUREDZTEXTURED = /TEXTURED /TEXTURED o v, * FINISH 6' °' FINISH 7 FINISH 7 ��„' FINISH 7 FINI5H 7 � _ _ - _ _ MAIN FF. LINE MAIN FF. LINE _ _ - _ _ _ _ _ _ _ _ _ �l _ _ _ f MAIN FF. LINE GRADE LINE 77'GRADE LME GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) RIGHT ELEVATION TRADITIONAL ELEVATION "B" GARAGE RIGHT Fli x e ID_ DAVIS BEWS DESIGN GROUP z r u� 0 O r J m hW crN►� y Ir 0 0th it x > w 66 ? 0-L• p lu � z INSTALLATION OF EXTERIOR LATHING AND FRAMING 3/4" APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH THICK EDITION (2011) R1031J AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (10171) 8103.12 AND ASTM C S26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / - - SCALE: 3" : P-0" 6 12 12 Q6 11 /SHINGLE 12 6 SHINGLE 6� ROOF 7 Q ROOF PLT. HT. PLT. H1. e L TEMP. _ -STUCCO FINISN O `A FIN15H 75HINGLE 12 �o ROOF SECOND FF. LINE 3050 SH W/ SECOND F.F. LINE 13 TEMP. 5H. SECOND FF: LINE _ gp a/SHINGLE b13 b ROOF SECOND F.F. LINE OPT. SECOND SUITE W/ OPT. STUDY — - — -T.O.M.- - _ ZTEXTURED %� FINISH @ e /TEXTURED FINI �� SH MAIN FF. LINEno _ - - _ - _ _ _ _ - _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 11-0R 2 CAR GARAGE * WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 14 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBZR - 6TH EDITION (2011) 83121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.CR - 6TH EDITION (2011) FV21 EGRE55 NOTE 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 Yy yy T � T 11 GIRDER 6� Q6 GIRDER ROOF 11%1 5E5 TRUSS 12 AT 24" O.C. Q b� I(TYPICAL) 6 El 11 11 El El Ele El El `-!-STORY 0 r 113111.3I] L VOLUME USSES V2PTHERING a4 FLOOR SYSTEMBEAh1❑❑ LINTEL LANAI IKI DO LINE OF OPL PKT. SLIDER SECTION AA SCALE: 1/8" : I'-0" ` �; • 6• • Qco cr- :w O•Z= o •�� Z�• ` 6 12 /SHINGLE 2 ROOF/ G.C. VERIFY b 12 /SHINGLE FASCIA CALL -OUT ROOF 7 (TYPICAL) f PLT. HT. 411 BANDING (TYP) L STU= STUCCO 1'-4" W. x 5411 H. FIN15N FIN15W e DECORATIVE 7 7 6, FIXED SHUTTERS 4" BANDING (TYPJ 6 1� /SHINGLE ;rb L$HINGLE SECOND FF. LINE _ ROOF 7 ROOF T.O.M. 8" BANDING b" BANDING 4" BANDING b PLT. HT. x 5'-0" H. DECORATIVE FIXED SHUTTERS 9 LLI. T r cv 12 Q 6 SECOND FF. LINE T.O.M. 8" BANDING COACH LIGHT `r TEXTURED ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED °' FINISH @ FIN15H E 17 El El F] [71 ❑❑❑❑❑❑�❑ BANDING BANDING - - MAIN FF. TINE � -� MAIN FF. LINE GRADE LINE -/4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION - SCALE: U4" : 1'-0" 12 12 b� 12 6 12 /SHINGLE 12 Q6 /SHINGLE �6 ROOF 7 6SHINGLE 6 12 12Q6 SHINGLE / ROOF PLT. HT._ ROOF PLT. HT. _ _ PLT. HT_ - _ _ _ _ PLT. HT. ZUCCO aFTs. F.G. * � 6, STUCCO � LgTUCCO ZS= 11 FINISH] 6 I� �HINGLE FINISH 7 r FINISN 7 SHINGLE I2 FINISH 7 f /l f � SECOND FF. LINE 4D �—SHINGLE g" SECOND FF. LINE SECOND FF. LINE ROOF �4 _ — 7 8" SECOND F.F.FLINE ROOF 811 SECOND F.F. LINE T.OM. _ ROOF T.OM. _ �o TOM. - f T.OM. 19 TEXTURED FINISH MAIN FF. LINE _ /TEXTURED TEXTUREDZTEXTURED = /TEXTURED /TEXTURED o v, * FINISH 6' °' FINISH 7 FINISH 7 ��„' FINISH 7 FINI5H 7 � _ _ - _ _ MAIN FF. LINE MAIN FF. LINE _ _ - _ _ _ _ _ _ _ _ _ �l _ _ _ f MAIN FF. LINE GRADE LINE 77'GRADE LME GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) RIGHT ELEVATION TRADITIONAL ELEVATION "B" GARAGE RIGHT Fli • JOB NUMBER - CAD FILE NAME LOT 794 ISSUED 07-10-18 REVISED f i x e ID_ DAVIS BEWS DESIGN GROUP L50 STATE ST /EEC EAST OLOSMAR, n.ORDA 34677 813. 925.1300 TIEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER r u� 0 O r J m hW crN►� y 0 0th i i N 66 0-L• p a �a� 051111 O E _0� Y W cy m _Jcy 00 ya T Z N IT • JOB NUMBER - CAD FILE NAME LOT 794 ISSUED 07-10-18 REVISED f i �i6 —, 1.11 :1 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTLAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER - SEALED FOR STRUCTURE ONLY W o z O O 2582 , • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • e ID_ DAVIS BEWS DESIGN GROUP L50 STATE ST /EEC EAST OLOSMAR, n.ORDA 34677 813. 925.1300 TIEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER -� FST. 1994 e,,, �i6 —, 1.11 :1 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEW ED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTLAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER - SEALED FOR STRUCTURE ONLY W o z O O 2582 , • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • �^ BUILDING WRAP TO GO OVER FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND I� SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I t CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I BETWEEN PAN FLASHING_ AND RETURN UP JAMB 6" : USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING I i J ( EXTERIOR FINISH � PER BUILDER Ell X Al PROVIDE SELF ADHERED - FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ' WATERPROOF MEMBRANE FLASHING TO BE FLEXIBLE SELF #1 ADHESIVE TYPE (MIN 6" WIDE) . j PRECAST LINTEL 1/t/oN,i 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) TYPICAL FLASHING AT PRECAST USPEA. JOISTOIST STRAP AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2x EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY �- EXTERIOR FINISH PER BUILDER WALL ERIN G WALL COVERING PROVIDE FLASHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH BOOT AT POSTS ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. w dry FOLD UP WEATHER 2017 FBCR SECTION R703 EXTERIOR COVERING ROOF MATERIAL PER 2X8 TRIM BOARD FR RESISTIVE BARRIER & STUCCO"J" MOLD ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION SHEATHING - TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL TEXTURED CEMENT 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIERUNDERLAYMEN 4. 00 PLASTER FINISH BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ODER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A WITH SECTION R702.1 OF THE CODE. BARRIER cx�� R703.2 WATER -RESISTIVE BARRIER SILL PLATE ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL ERIN G WALL COVERING (SEE DETAIL B 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH Cr0 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF V FLASHING TO FORM WATER SHEDDING LAPS w dry FOLD UP WEATHER 2017 FBCR SECTION R703 EXTERIOR COVERING ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION 0 - TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL (REFER To COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIERUNDERLAYMEN 4. 00 RFs�sr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PRE-ENGINEERED ROOF L. 0 0-i CO WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE e'�R REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. HURRICANE STRAP PER � y� T PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ROOF FRAMING PLAN WEATHER RESISTIVE BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ODER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A WITH SECTION R702.1 OF THE CODE. BARRIER cx�� R703.2 WATER -RESISTIVE BARRIER SILL PLATE ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH TAPE SILL PLATE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 2 � (ASSEMBLED 1 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. WINDOW) FLASHING � 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMANVDMA 400. FLASHING DO NOT FLASH OVER BorrOnn 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH NAILING FLANGE HEAD FLASHING TIE-IN PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. INSTRUCTIONS: NOTES: 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS CONSTRUCTION. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 6. AT WALL AND ROOF INTERSECTIONS. 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE 7. AT BUILT-IN GUTTERS. TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS x co (SEE DETAIL B ��� Cr0 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF C J0 -1 co 0 FOR OPTIONS) to0.n�r°i ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER am L N .'- > > J N 0 L Lo R�s��� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS 00 'V0 L. 0 0-i CO 3: llEt�; P� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 0 Orn y� T oo 20 Z It N CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING FLASHING O 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 FLASHING 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 NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND EXTERIOR TO THE SURFACE OF THE WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT THROUGH FLASHING BARRIER ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE WEATHER EXTERIOR INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED RESISTIVE SHEATHING IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE BARRIER WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL ALSO TAPE SILL PLATE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 2 � (ASSEMBLED 1 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. WINDOW) FLASHING � 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMANVDMA 400. FLASHING DO NOT FLASH OVER BorrOnn 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH NAILING FLANGE HEAD FLASHING TIE-IN PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. INSTRUCTIONS: NOTES: 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS CONSTRUCTION. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 6. AT WALL AND ROOF INTERSECTIONS. 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE 7. AT BUILT-IN GUTTERS. TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED x co 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 92.5.1800 FAX W W WnAVISBEW&CAM TAMPA • DENVER Cr0 to 0 C J0 -1 co to0.n�r°i am L N .'- > > J N L Lo • 00 'V0 L. 0 0-i CO 3: llEt�; Y Ol 0 Orn y� T oo 20 Z It N • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED • TI TLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 92.5.1800 FAX W W WnAVISBEW&CAM TAMPA • DENVER -�� EST. 1994 ezz�- • TI TLE • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT i SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED ru TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRYBLOCK SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH lEl �—_:: - _; Ir T1 "tom �-"�r--I l 1I 11 SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �` 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE EST. 1994 ,- w _j 00 BE APPLIED UNDER THRESHOLD OF FLASHING JAMB &HEAD THROUGH SELF -ADHERED _j ; ♦♦/A� DOOR AND RETURN UP JAMB 6". USEFLASHING, SEE FLASHING SELF -ADHERED FLASHING REFER TO TECHNICAL / >>JN LIQUID NAIL BRAND OR EQUAL �. L FLANGED WINDOW (SEE 0 0 LETTER ON CHEMICAL / S>E WEATHER PROOF CAULKING DETAIL WP01) L N SCORED 4z : i J -0 J-0 COMPATIBILITY ° 00 c r RELEASE PAPER SELF -ADHERED FLASHING • / SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" (BEFORE FOLDING, SCORE / VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) -- / BOTTOM OF THRESHOLD / SECTION -A (SEE DETAIL WP02) / SELF -ADHERED FLASHINGO / \ / / w , NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER / / SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS *' INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED / SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE j CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A 6"/ BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE ' FLASHING W/ TAR �'=•�'" ''.. VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L„ DIVERTER '''` '' FLASHING PER ,���`�"`�` FLASHING Y MANUFACTURES N ....` :.`: M�Ns• K'?.;'.>K:: ` SPECIFICATIONS SEALANT ::,`' :: •„>:: _ OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS FASCIA UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24” O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH : SPECIFICATIONS OVER ROOF SHINGLES W/ TAR K ^ `•..r:rr"�' HOLD EXTERIOR FINISH 2" ABOVE ROOF SHINGLE PER E FLASHING CONTRACT R�o� r vloof EEK Cyy METAL DRIP EDGE TO S BE UNDER CAULKING `\ -v -9. UNDERLAYMENTAT Q� ROOF EAVES ;4,, sol itis osK ay,r ">.: �� �� Roof TYPICAL ROOF TO 0° M�N� eNote WALL FLASHING DETAIL FggTtiro� 5�N°o�R, N�o"RS� 3Roa°��S0,0SE \ e 710 ° o cod` y RAKE METAL DRIP EDGE 29 TO BE OVER EAVES 5 LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 " FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE COURSE USED. FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE IN A 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. 6" HIGH SPECS. DIVERTER 6 �`�� CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV. 'L' FLASHING TYPICAL. TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 CEMENT PLASTER ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK IST FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING - 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 °°• BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR / r NOTE: �\ /, OPTIONAL DETAIL THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP WEEP SCREED DETAIL OF THE WEEP SCREED. SCALE: NOT TO SCALE c+urwT� uur. SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED __� FLASHING PATCH ADHERED FLASHING • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED • • x 150 STATE STREET EAST OLDSMAR, FIAR DA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 ,- w _j 00 0 _j ; ♦♦/A� >>JN �. L °ALL • 0 0 S>E = 0 0 L N 4z : i J -0 J-0 00 c r • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. • TITLE • FLASHING DETAILS II F L2 II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FIAR DA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. • TITLE • FLASHING DETAILS II F L2 II G.C. VERIFY UNDER CAB. �/ LIGHTING ELEC 7 iRI C A L <E MICROWAVE MICRO TVENT OEXTERIM I W.P. GF]. FOR K)-- DUPLEX CONVENIENCE OUTLET OUTLET +14" T11G. SERVICE COACH.- DUPLEX OUTLET ABOVE COUNTER — — — — — — — — Lj — — LIGHT G.F.I. (� WEATHERPROOF DUPLEX OUTLET I I I (— — — @ — — — ELEC. 200 AMP AT 48" c Fa GROW FAULT INTERRUPTER DUPLEX OUTLET ( / I I , I ( GFJ. GFJ. "' GF]. GFJ. PANEL IRRIG. I ` r-------- Fh$ HALF -SWITCHE D DUPLEX OUTLET II / ( j OFWND/t`\ %�'oSPECIAL PURPOSE outLEr IGPI. . DUPLEX OUTLET N FLOOR I I GZ. VERIFY: LOCATION PENDANT OF DISPOSAL SWITCH I J 220 VOLT OUTLET I GATHERING ROOM I (VERIFY a AND GF]. OUTLET IS aT " 2 CAR GARAGE WALL SWITCH I i ( I LOCATIOrU -� UNDER SINK CABINET \ I f— oc THREE-WAY SWITCH STD. LIGHT ` I ,CQ'I IGF / Q% ,)�; (GFJ. 3 REE OPT. FAN I �^ I r —� 14 FOUR-WAY SWITCH ( </ J W/ FAN / — ( GFJ. ci $o DIMMER SWITCH I OPT. DINING GFJ. KITCHEN GF,. AT 48" G.C. VERIFY ELECTRICAT 32" / 1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE i LANAI AND BLogCNG UP TO � WALL MOUNTED INCANDESCENT LIGHT FIXTURE I REQUIREMENTS AND FAN/ LIGHT Q. RECESSED INCANDESCENT LIGHT FIXTURE ( HEIGHTS FOR PLASMA TV] LIGHT FIXTURE WITH FULL CHAN / WALL MOUNT I I / L — J � GL. VERIFY ALL � TRACK LIGHT WP. AT 8'-8" I ` / / GFJ. I TO B E ARD -WIRED FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FANLIGHT COMBINATION- v ELECTRIC DOOR OPERATOR (OPTIONAL) I— — — — — I o% SD ®D \ J cM � FOYER \ PUSHBUTTON FOR I / ® CHIMES (OPTIONAL.) —SD I I I JI I O E PUSHBUTTON SWITCH (OPTIONAL) I I �- G.D.OPENER PENDANT I L--------- ® CARBON MONOXIDE DETECTOR I / I I I (VERIFY so SMOKE DETECTOR (ARC -FAULT) I I LOCATION) I GPI COACH AT 46" LIGHT so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) 1 Q TELEPHONE (OPTIONAL) FROUGH-N OR OPT. I ® TELEVISION (OPTIONAL) I ( -IJP ( � \ �\ W.' OO THERMOSTAT FAN/LIGHT</ \% I `' LIGHT n M ELECTRIC METER WP. I OWNER'S SUITE I FOR -N — "oN-Q" � </ J FANLIGHT r I PANEL HALF PORCH I -MEL ELECTRIC PANEL GF]. I I _ I DISCONNECT SWITCH- - - - - - I OWNER'S STUDY 22 v ! BATH oto, ® SPEAKER (OPTIONAL) L L J c F H ROUG-N OR OPT. CEILING FAN ( I I I GF GF]. G J. � � I � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ LAUN. — — — — — — — — . -1 ROUGH -N FOR OPT. CEILING FAN �— — — - —J L — - — —� NOTES -MAKE-UP HORIIZ Aic AKMAKE-UP I PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFJJ AS INDICATED AISCONK LIGHT LIGHT ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND KCEPTACLES At THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. J4" (UNLESS ABV COUNTERTOP) 4/0 ALU. CABLE G.C. VERIFY TELEVISION.: J4" - SECOND LOCATION MAN DISCONNECT METER A/C FOR BLOCKING FOR 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER COMBO - SQUARE D DISC, TV NSTALLAION SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. TYP. 14 AND '12 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS 4. ALL 15A AND 20A RECEPTACLES N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, PLAN FOR NOTED MAIN DISC. PANEL DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SlNR00MS, AMPS. REQUIRED W COPPER TO CREATION WATER HEATER ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.CJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER REL. 2014 406.9 AND UNDERGROUND - - 08 COPPER TO RANGE 406.13.. SERVICE BY POWER COMPANY '4 COPPER TO 5/8" GROUND ROD 5. ALL 15A AND 10A 120v RECEPTACLES LOCATED N ALSO SERVICE TO BE BONDED THE GARAGE AND UTILITY r0 FOOLING STEEL ROOMS SHALL BE GF.CJ. PROTECTED (GFJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN r0 ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB.CR 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING AFOSSIL-FUEL-6Uf2t`1NG (EATER OR APPLIANCE, ELECTRICAL RISER DIAGRAM FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON NOTE: MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL MATERIALS AND INSTALLATIONS SHALL PURPOSES. COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL MR COMPANY. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILONG WIRNG WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALA;iMs SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN FLOOR ELECTRICA L • JOB NUMBER — ' CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED • 150 STATE SIREbT EAST CLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBE"WS.COM TAMPA • DENVER EST.1994- x cc w r0 , J�O OJ0�i%()) OMM L''�01 L. L °0� • 0 0 a s -0 0 0 3�E ��roC'40� 0 O 0 z Ot • JOB NUMBER — ' CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED [2582 , • TITLE • MAIN FLOOR ELEC. PLAN PLAN DAVIS BEWS DESIGN GROUP 150 STATE SIREbT EAST CLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBE"WS.COM TAMPA • DENVER EST.1994- [2582 , • TITLE • MAIN FLOOR ELEC. PLAN PLAN ELECTfRICAI...- <E'�- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.a. WEATHERPROOF DUPLEX OUTLET Oul GROUND FAULT INTERRUPTER DUPLEX OUTLET K�-- HALF -SWITCHED DUPLEX OUTLET F® SPECIAL PURPOSE OUTLET = DUPLEX OUTLET IN FLOOR K�-= 220 VOLT OUTLET _ WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN 4.--. TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;p• EXHAUST FANILIGWT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAU 0 CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR (ARC -FAULT) @ SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) F< TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT �pn ELECTRIC METER AEL ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <N 1> . ROUGH -N FOR OPT. CEILING: FAN 4 J <1 11> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - L PROVIDE AND INSTALL GROUND FAULT CIRCUIT-NTERIiUPTERS (GFJ) 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 . J4' (UNLESS ABV COUNTERTOP) TELEVISION.. 14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.CJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.11 AND 406.13 5. ALL BA AND 20A 110V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.CJ. PROTECTED (GFJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL. STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUIL-DNG 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. S. ALA" SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRNG WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAF416 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALA" SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I FOR OPT. ROUGH -IN <\ ' /> FOR {/� p �FAN/LIGHT BEDROOM 3 I` { �,DO�"s LOFT . . SD ----------- SD CM � � / CM c� WALL SD D MNL I -------- M DISC. — { LIGHT\ SD BEDROOM 2 { I SWITCH �0� O, ROUGH -N rAORIZ { IN ATTIC FOR OPT. ROUGH -IN <\ L_ MAKE -IJP F L I FOR OPT. FANLIGHT \ LIGHT -1 <iJ — W BATH 3 <, `J % I— 77 BEDROOM 4 / :Q; BATH 2 DISCS SFJ GEJ. 0 HORIZ MAKE-UP LIGHT --------------------------- 71 -------------------------- UPPER FLOOR ELECTRICAL PLAN- GARAGE RIGHT JOB NUMBER - CAD FILE NAME LOT 79 7B ISSUED 07-10-18 REVISED • I • L50 STATE STREET EAST OLDSMAR, F10RMA 3967 813 .925 .1300 TEL 813 - 925. 1800 FAX VVW W.DAVISBEWS.CGM TAMPA • DENVER. --�� EST.1994 F_=- X w r Lo 0 J�Lo00 Jco1%� ♦♦AA Vi , O��M L W , r >>�cv L L °a • 0 06. 0-3 cO 5 E !LY 00 ;: C4 i J l0 �n y/ T 00 Z N JOB NUMBER - CAD FILE NAME LOT 79 7B ISSUED 07-10-18 REVISED 2582 • TITLE • UPPER FLOOR ELEC. PLAN • SHEET • DAVIS BEWS DESIGN GROUP L50 STATE STREET EAST OLDSMAR, F10RMA 3967 813 .925 .1300 TEL 813 - 925. 1800 FAX VVW W.DAVISBEWS.CGM TAMPA • DENVER. --�� EST.1994 F_=- 2582 • TITLE • UPPER FLOOR ELEC. PLAN • SHEET • FLOOR TRUSSES 30'-011 ROOF TRUSSES 15'-gll 14'-411 (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" D.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING )TYP. LINO 150 STATE STREET EAST OLDSMAIL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE r 0 JO�O SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 0 V LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). jo 2x4 W/ (3) 0.131" x 3-1/2" RS. NAILS AT EA. STUD Oro" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE to NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES = Y:W Ian cc: SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE L. p:Z" LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT i ••. / •. /•,��bd ;' X1,.0 LEDGER D (LD) - .. •F�o``!�`. FRAMING FAFENER CAPACITY LEGEND 0 5IMP50N MT5MI6, 20 - (1) ICd w/ (4)1/4" x 11/4" TITEN (TYP. II 5IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. AB.+ No) 1061 CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - FRAME TO MASONRY) EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN OR SIMPSON HU/HUG410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. LINO AT PERPENDICULAR FLOOR TRUSS cy SUPPORT ALONG MASONRY WALL). 5IMP50N SET -XP EPDXY. (TYP S.YP. FRAME TO MASONRY) 2x8 PT W/ 5/8" DIA. x S" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING O2 51MP50N METAI8-40 - (8) 10d x I-1/1" (TYP. FRAME TO MASONRY) REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS 12 SIMPSON HIDA - (18) ICd X 11/2" (TYP. SYP FRAME) ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). O SIMPS�I M5TAM24 - (9)10d w/ (5) I/4" x 21/4" TITEN (TYP. OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. FRAME TO MASONRY} 0 RESPECTIVELY. U.N.O. ® 5IMP60N LTT205 - (10)-10d + I/2" x 10" AB (TYP. FRAME TO ALL-AROUNDI MASIFRM ALL-AROUND) SIMPSON L5TAI8 - (14)10d (TYP. FRAME TO FRAME) 5 O 5IMP50N HETA20 - (9)-I0d x 11/1" (TYP. SYP FRAME TO MA50NRY ALL-AROUND) 15 SIMPSON HT520 - (24) ICd 11/2' or (20) ICd (TYP. SYP FRAME TO © 5IMP50N HTT4 - (I) 5/8" dia. A5.416 -16d BOLT IN SIMPSON SET FRAME ALL-AROUND) EPDXY. EMBED AB. 5" IMIN.J IN10 CONCRETE 111 P. SYP FRAME 1(q SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) TO CONCRETE) 5IMP50N HTT4 - (U 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO (2) SIMPSON MTSI8 - (14)1061 lit" AT EA. STRAP (TYP. SYP FRAME TO MA50NRY K0, BLOCK 6" (MIN) INTO MASONRY K0. BLOCK WITH FRAME) SIMPSON SET EPDXY. (TYP. SYP FRAME TO MASONRY) 18 (2) SIMP50N HT520 - (24)10d 1112" AT EA STRAP (TYP. SYP FRAME SIMPSON HTT4 - (1) 5/8" DIA ATR + (18) I6D. EMBED A.B. INTO MA50NRY K0. BLOCK 12" (MIN) INTO MASONRY K.O. BLOCK WITH TO FRAME) 5IMP50N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) 19 5IMP50N 5T6224 - (28) Ibd (TYP. FRAME TO FRAME ALL-AROUND) i8 18 SIMPSON MGT - (1) 5/8 DIA ATR + 22-10d. EMBED ATR 12" (MIN) (3) SIMP50N HT620 - (24) ICd 11/2" AT EA STRAP (TYP. S.Y.P. FRAME INTO MA50NRY K.O. BLOCK WITH SIMP50N SET -XP EPDXY. (TYP TO FRAME) 2 -PLY TRUSS HEEL TO MASONRY) 21 (4) SIMPSON HT520 - (24)10d 11/1" AT EA. STRAP (TYP. SYP FRAME ® 5IMP50N LGT3-5D5 2.5 (12) V4" x 3" 505 AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. 22 SEE GABLE END DETAIL -ENGINEER DETAIL PAGES FOR 3 -PLY TRUSS HEEL MASONRY) , 5IMP50N M5TAM 36 - (4) 114" x 2 1/4" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME _ cv SIMPSON HTT5KT - (1) 5/8" DIA AB.+ 26-5010" x 21/1" BOLT IN 24 SIMP50N HT5M1b - (8)10d x 11/2" wl (4)1/4" x 2 1/4" TITEN 2 (TYP. SYP SIMPSON SET EPDXY. EMBED B. 5" (MIN) INTO CONCRETE (TYP. SYP FRAME TO MASONRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (10)1/4" x 2 114" TITEN 2 SIMPSON HGT-2 (2 ply member) -(1) 3/4" DIA. A.B. + 16-10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N O SIMPSON M5TCM60 Wl (20)-Ibd SINKERS AND (14)1/4" x 2 114" TITEN 2 26 5ET-XP EPDXY. (TYP 5.YP. FRAME TO MASONRY) SCREWS NOTES: L TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION co ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. , 18 18 30'-011 ROOF TRUSSES 2. CAPACITIES AMC AS PER SIl1PSON STRONG -TIE CATALOG (C G 2011), AND ARE PROVIDED FOR REFERENCE. SEE MANN. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURP05ES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND M55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 DEIGN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERIUISE: I: ALL ONE STORY MASONRY TO TRUS5 CONNECTIONS TO BE SIMPSON META20 (AT EACH TRUSS) W/ (8)10d x 1-1/2" (UN.0) 2: ALL TWO 5TORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. MAX) WI (9)10d x 1-1/2" (",SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (UN.0) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 5IMP60N HILA Wl (18) ICd x 1-1/2" OR SIMF'SON H1S20 W/ (24) ICd x I-1/2" (TYP. FRAME TD FRAME ALL-AROUND (UN.0) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCMb0 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TGM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR LEDGERS • (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" D.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING )TYP. LINO 150 STATE STREET EAST OLDSMAIL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE r 0 JO�O SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 0 V LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). jo 2x4 W/ (3) 0.131" x 3-1/2" RS. NAILS AT EA. STUD Oro" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE to NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES = Y:W Ian cc: SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE L. p:Z" LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT i ••. / •. /•,��bd ;' X1,.0 LEDGER D (LD) - .. •F�o``!�`. FRAMING FAFENER CAPACITY LEGEND 0 5IMP50N MT5MI6, 20 - (1) ICd w/ (4)1/4" x 11/4" TITEN (TYP. II 5IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. AB.+ No) 1061 CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - FRAME TO MASONRY) EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN OR SIMPSON HU/HUG410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. LINO AT PERPENDICULAR FLOOR TRUSS cy SUPPORT ALONG MASONRY WALL). 5IMP50N SET -XP EPDXY. (TYP S.YP. FRAME TO MASONRY) 2x8 PT W/ 5/8" DIA. x S" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING O2 51MP50N METAI8-40 - (8) 10d x I-1/1" (TYP. FRAME TO MASONRY) REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS 12 SIMPSON HIDA - (18) ICd X 11/2" (TYP. SYP FRAME) ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). O SIMPS�I M5TAM24 - (9)10d w/ (5) I/4" x 21/4" TITEN (TYP. OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. FRAME TO MASONRY} @ 5NP50N MT512 - (14) 10d 11/2" (TYP. SYP FRAME TO FRAME RESPECTIVELY. U.N.O. ® 5IMP60N LTT205 - (10)-10d + I/2" x 10" AB (TYP. FRAME TO ALL-AROUNDI MASIFRM ALL-AROUND) SIMPSON L5TAI8 - (14)10d (TYP. FRAME TO FRAME) 5 O 5IMP50N HETA20 - (9)-I0d x 11/1" (TYP. SYP FRAME TO MA50NRY ALL-AROUND) 15 SIMPSON HT520 - (24) ICd 11/2' or (20) ICd (TYP. SYP FRAME TO © 5IMP50N HTT4 - (I) 5/8" dia. A5.416 -16d BOLT IN SIMPSON SET FRAME ALL-AROUND) EPDXY. EMBED AB. 5" IMIN.J IN10 CONCRETE 111 P. SYP FRAME 1(q SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) TO CONCRETE) 5IMP50N HTT4 - (U 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO (2) SIMPSON MTSI8 - (14)1061 lit" AT EA. STRAP (TYP. SYP FRAME TO MA50NRY K0, BLOCK 6" (MIN) INTO MASONRY K0. BLOCK WITH FRAME) SIMPSON SET EPDXY. (TYP. SYP FRAME TO MASONRY) 18 (2) SIMP50N HT520 - (24)10d 1112" AT EA STRAP (TYP. SYP FRAME SIMPSON HTT4 - (1) 5/8" DIA ATR + (18) I6D. EMBED A.B. INTO MA50NRY K0. BLOCK 12" (MIN) INTO MASONRY K.O. BLOCK WITH TO FRAME) 5IMP50N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) 19 5IMP50N 5T6224 - (28) Ibd (TYP. FRAME TO FRAME ALL-AROUND) O SIMPSON MGT - (1) 5/8 DIA ATR + 22-10d. EMBED ATR 12" (MIN) (3) SIMP50N HT620 - (24) ICd 11/2" AT EA STRAP (TYP. S.Y.P. FRAME INTO MA50NRY K.O. BLOCK WITH SIMP50N SET -XP EPDXY. (TYP TO FRAME) 2 -PLY TRUSS HEEL TO MASONRY) 21 (4) SIMPSON HT520 - (24)10d 11/1" AT EA. STRAP (TYP. SYP FRAME ® 5IMP50N LGT3-5D5 2.5 (12) V4" x 3" 505 AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. 22 SEE GABLE END DETAIL -ENGINEER DETAIL PAGES FOR 3 -PLY TRUSS HEEL MASONRY) 5IMP50N M5TAM 36 - (4) 114" x 2 1/4" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME SIMPSON HTT5KT - (1) 5/8" DIA AB.+ 26-5010" x 21/1" BOLT IN 24 SIMP50N HT5M1b - (8)10d x 11/2" wl (4)1/4" x 2 1/4" TITEN 2 (TYP. SYP SIMPSON SET EPDXY. EMBED B. 5" (MIN) INTO CONCRETE (TYP. SYP FRAME TO MASONRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (10)1/4" x 2 114" TITEN 2 SIMPSON HGT-2 (2 ply member) -(1) 3/4" DIA. A.B. + 16-10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N O SIMPSON M5TCM60 Wl (20)-Ibd SINKERS AND (14)1/4" x 2 114" TITEN 2 26 5ET-XP EPDXY. (TYP 5.YP. FRAME TO MASONRY) SCREWS NOTES: L TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES AMC AS PER SIl1PSON STRONG -TIE CATALOG (C G 2011), AND ARE PROVIDED FOR REFERENCE. SEE MANN. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURP05ES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND M55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 DEIGN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERIUISE: I: ALL ONE STORY MASONRY TO TRUS5 CONNECTIONS TO BE SIMPSON META20 (AT EACH TRUSS) W/ (8)10d x 1-1/2" (UN.0) 2: ALL TWO 5TORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. MAX) WI (9)10d x 1-1/2" (",SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (UN.0) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 5IMP60N HILA Wl (18) ICd x 1-1/2" OR SIMF'SON H1S20 W/ (24) ICd x I-1/2" (TYP. FRAME TD FRAME ALL-AROUND (UN.0) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCMb0 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TGM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY • JOB NUMBER — • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED SPECIFICATION FOR LEDGERS • (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" D.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING )TYP. LINO 150 STATE STREET EAST OLDSMAIL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE r 0 JO�O SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 0 SISTERED TO THE WALL ISNOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" RS. NAILS AT EA. STUD Oro" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE to NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE L. LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 12" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT —1 UOL• TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 51)525600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMP50N HU/HUG28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER 16� 0-4 CO CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUG410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. LINO AT PERPENDICULAR FLOOR TRUSS cy SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x S" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMP50N 5D525600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D. HU/HUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT. RESPECTIVELY. U.N.O. 101916 • JOB NUMBER — • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED • DAVIS BEWS DESIGN GROUP x 150 STATE STREET EAST OLDSMAIL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. r 0 JO�O 0 JcOo 11`%0) d2 N 1 to �N�M L. r 2 c" L L. —1 UOL• 0 0 a 0' � 16� 0-4 CO ILY �O cy - 00 z OV • JOB NUMBER — • CAD FILE NAME LOT 79 TB ISSUED 07-10-18 REVISED m VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 12017). - THE ENGINEER HAS NOT REVIEWEDTHE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J IIIIIIIIIIIIIInO O W z 0 F_ 0 1<0 Liz 2582 • TI TLE • TRUSS STRAPPING PLAN • SHEETTR • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 fz:=- m VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 12017). - THE ENGINEER HAS NOT REVIEWEDTHE PRE-ENGINEERED TRUSS MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J IIIIIIIIIIIIIInO O W z 0 F_ 0 1<0 Liz 2582 • TI TLE • TRUSS STRAPPING PLAN • SHEETTR • GENERAL NOTES: FRONT ENTRY AND LANAI CEILINGS TO BE 7/8" STUCCO OVER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER 1S A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS fit THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST REGENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET_ PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURERS SPECIFICATIONS. SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED S1 16" O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTEAT LOCATIONS WHERE TATIVE "SYSTEM" 15 H07 BOOR SYSEING TEM M BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SD525600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH -I/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. •• IF. A GUARDRAIL/KNEE WALL TERMINATES AT AFULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT. STUD AND SHALL BE NAILED WITH ((o) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOENAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2 TOE NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O PABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE. ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAILS SHALL BECORROSION-RESISTANT NAL16 CONFORMING TO ASTM F166-( OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MEGHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30• FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS • FBCR 905.1.1 • 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. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS m 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I_A. 4 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4 LAG SCREWS -a 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIGK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (AGI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACE 530/A5CE 5). 13.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-71). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. L6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPU LATEST EDITION. 1.71. NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 71 PSI= FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2_ FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING- LIVE OADING-L1VE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 16 AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FORA MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi -a 28 DAYS (U.N.O.). 4.3.I RENF NT ORC M A E E REB RS ASTM A615 GRADE 60 (U.N.O.).). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4.13. USE 0.151. BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES CACI 530.1/A5CE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 PSL 5.23. DETERMINATION OF COMPRESSIVE STRENGTH iS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUA IT L Y ASSURANCE R E ISNOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C4716. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY_ MORTAR 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 6ID K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.(0. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.71_ CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE. WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1_ DIMENSIONED LUMBER SHALL BE DRESSED 546, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP_ 6.3. FRAMING WALLS 4 COLUMNS 63.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED e BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 63.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED e 16" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING 5-Y.F. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 63.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 6 MID -HEIGHT, 4 SHEATHING JOINT_ BRACE GABLE END WALLS Q 4'-0 O.G. MIN. - 6.3.1. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD 65. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. II -W-5711 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2_ 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 71/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 71/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS - GENERAL STRUCTURAL NOTES (CONT.): 6.71 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER_ 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C61 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. 6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD6256IDID 'a 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE e 24" O.C. AS PER DETAIL 'F752. BLOCKING DEFINED (THE FOLLOWING 5HALL APPLY U.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.D. • BLOCKING Y41THIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALI6NED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATN15E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID 5PA4,E (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN5FERRIN6 UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHINO JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • 1N GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPIN6, 5RACIN6, AND - SUPPORT, U.N.O. SPECIFICATION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS T FOLLOWING APPLY .O. (THE POLLOUWj SHALL ,APPLY UNO.) • IF lx - ATTACH WINDOW THROUGH BUGK TO F*ALL 2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x HAVE A MINIMUM EMBEDMENT OF 5". BUCK_ 2 DIA. OR 5/8 DIA. A.B. INTO THE SIDE OF FILLED MASONRY • IF 2x ATTACH TO MASONRY w/ 1/4 x 3 MASONRY HAVE A MINIMUM EMBEDMENT OF 5". ANCHORS 12" O.C, w/ MAX. 6" FROM END OF BUCK 2" DIA. AB. INTO THE TOP OF A GROUTED MASONRY STEMWALL (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) NAVE A MINIMUM FMF3FnMFNT nF �" . • ALL 1/2 DIA. A$. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF i". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE NOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE_ SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 12 WIDTH +42AL-48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH +42.0/-47.-5 PSF CONDITIONS. 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 DIMEN91ONS SPECIFICATION FOR LANDINGS 4 STAIR CONSTRICTION _ �R 15 TO ENGINEER PRIOR TO STARTING ANY YVORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGNEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY (THE FOLLOWING SHALL APPLY U.N.O.) % • �v ALL *2 PLANS, RE6ARDLE55 OF HOPI MINOR, YVITHOUT NIRITTEN APPROVAL OF VORTEX • STRINGERS TO BE 2-2X12 SYP. EXECUTED FROM THESE PLANS Y41THOUT THE EXPRESS APPROVAL OF VORTEX • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMP50N LSC HANGER RENDER VORTEX ENGINEERING, L.L.C. HARMLE95 TO ANY LIABILITY, CLAIMS, • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE •• 6 MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT 8"-O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONC.). 11 REVISIONS •• WOOD WITH (4) 0.131 X 31" NAILS AT EA. STUD MIN. (16" O.G. MAX) NEW CODE UPDATES DK/PK •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS ADDED 142 MPH SHEETS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG). ATTACH FOOT TO FLOOR: REVISIONS 1 •• 6 CONC. W/ d" DIA. X 3" TAPCONS 6 12" O.C. DK PK REVISIONS •• 6 WOOD ATTACH W/ 0.131 X 32' NAILS AT 8" O.G. TO TRUSS/JOIST/ OR BLOCKING BELOW. GEN NOTE REVISED DK/PK •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: i •• JOISTS TO BE 2X8 *2 SYP, MIN. @ 16" O.C. i L V wwLL F H�Oad li amp=- 0E5� •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 SYP WITH 2-2X4 SUPPORT STUDS H �oE U E'u 0t; W W AT EACH END. = r4 cn �aZQF = Z ON¢ LUJ •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3).0.131X32" RS,. END NAILS AT EACH LANDING JOIST,..4 Z Z Ln ;7_<2w,vZ nw0wQ Z C (2) 0.131 X 32' TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. LU wQF Q W �O�pa F. LL •• LEDGERS TO BE 2X8 WITH:- zo3o zw'zi° j= tL', ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT IV' O.C. MAX. I ! (J W a Q Q L � ••• J" X 3" TAPCONS SI 8" O.G. STAGGERED -9 MASONRY/CONCRETE ATTACHMENT. LU 2L � W vwi � LU _ m a N . •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LUS26 HANGERS OR EQUAL. U a • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. S1.I55TITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE W Ln REQUIREMENTS OF FBCR TABLE 8301.5 4 SECTION 8312. Z Erm NWt a;M. Ln ®®0 p J 00 W F- 00 M e0� W H- d' c) CONFLICTS - Z_ w O tt 0_ *k Z LL Q Y w (THE FOLLOWING SHALL TFFLY U.N.O.) O oc ULTIMATE WIND SPEED (Vult) 142 MPH Q ti • REGARDLESS OF ANY NOTE TO THE CONTRARY IN WZ g NOMINAL WIND SPEED (Volt) 110 MPH ra O c THE PLAN SET, EXCEPT AS INDICATED BELOW, IN kk f RISK CATEGORY 11 ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C i �� �.00 SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MOST STRINGENT CRITERIA SHALL APPLY. 0 U) MAX. MEAN ROOF HEIGHT 27.5' MAX. �O. r - • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO CONFLICTED ITEM, THAT DIRECTIVE SHALL 1 COMPONENTS AND CLADDING (ULTIMATE) CONTROL. ROOF @ 10 SQFT + 28.6 /-117.1 PSF DI5CLA1>�IER (THE FOLLOWING PPLY U.N.O.) @ 20 SQFT +26.5/-109.1 PSF @ 50 SQFT +22.3/-99.4 PSF GONTRAGTOR 15 TO VERIFY ALL DIMEN51ON5 IN THE @ 100 SQFT +20.2/-91.8 PSF FIELD AND REPORT ANY D15GREPANGIES TO THE Q ENGINEER PRIOR TO 5TARTIN6 ANY WORK. DATE 03-jO8-18 I SCALE NOTED I DRAWN MK/PDK I JOB _ f WALL @ 10 SQFT +49.7/-66.7 PSF ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF @ 20 SQFT + 46.3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SQFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY @ 100 SQFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX @ 500 SQFT + 37.1 /- 41.3 PSF ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX EN6INEERIN6, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND 10' WIDTH + 43.6 /- 48.9 PSF SPEGIFIGATIONS ACCOMPANY THESE PLANS THY E ' 12 WIDTH +42AL-48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH +42.0/-47.-5 PSF CONDITIONS. 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 DIMEN91ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY YVORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGNEERING, 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 HOPI MINOR, YVITHOUT NIRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS Y41THOUT THE EXPRESS APPROVAL OF VORTEX ENGNEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE95 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED _ PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS 1 ADDED 160 MPH SHEETS DK PK REVISIONS GEN NOTE REVISED DK/PK I i a o o � � F=- Z O W O i L V wwLL F H�Oad li amp=- 0E5� d H �oE U E'u 0t; W W jgzZ`-^ Cu�OWOZ 5 >LLm¢ w = r4 cn �aZQF = Z ON¢ LUJ N 00 Z Z Ln ;7_<2w,vZ nw0wQ Z C =ZGw iPa 2 Uzi 0 zO LU wQF Q W �O�pa F. LL W J. zo3o zw'zi° j= tL', LU V z 61 J I ! (J W a Q Q L � LU 2L � W vwi � LU _ m a N . - �'` U a �I W Ln w Z Erm NWt a;M. Ln ®®0 p J 00 W F- 00 M e0� W H- d' c) w N Ln Z_ w O tt 0_ *k Z LL Q Y w Z "i O O oc NJ Q � 00 Q ti WZ g a { ra O c ' tO kk f i �� �.00 �'• 0 U) �O. r - 1 Q DATE 03-jO8-18 I SCALE NOTED I DRAWN MK/PDK I JOB _ f Sheet content: i 5tructural Notes Sheet number: N1 142-21.5 GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH lm" MIN. A7 2x8 WALLS USE 5PH8 ..A.. 0511 "C" "D "A" "B" "C" "D" PRE- ENGINEERED WOOD 11/8 41/2 1 15 21/4" 41/2 91/4 16 04 21/2 TRUSSES 6 24" 0/G 12 20 3" 6 121/2 21 ' KO. CMU BOND 31/8 15 11 3/4 25 UPLIFT CONNECTOR (SEE TRUSS ,� 26 "6 33/4 y - - - - BEAM 30 4 1/2" s 181/2 (TY P) SEE ELEV. SHEET FOR SCHEDULE) 01 \ 105 161/2 - .- EMBED ACI 105 213/4 53 18 - ,° . \ ' ♦ .. 12 243/4 STD. HOOK IN "S 1 - - I - - 9" •BOND LA, OF HATCHING SHOWN ON BM. STUD TO TOP PLATES. U.N.O." REINF. GROUT 2x6 P.T. JAMB NOTE' "AT 2x6 WALLS USE SPH6 •a•42 lY1 �_..•_=2-V2" PLANS, WALL5 THAT SUPPORT 05 BAR VERTICAL WALL REINF. CELLS SOLID a . UPLIFT CONNECTOR (SEE TRUSS SHEET CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. EMBED AGI CLEAN OUT STD. HOOK IN ®=� Lu F- ob (W/O UPLIFT) 5TUD5 -a 16" O/C ROOF TRU55E5 EITHER -1n" *: GROUT CELLS SOLID SEE PLAN c ,NOTE' d NOTWITHSTANDING MANUFACTURERS FOR SCHEDULE) AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF FOOTING tLU O Y W Q 00 U DIRECTLY- OR INDIRECTLY a R LOG•FO ATIONS SPECIFICATIONS, JAMB SHALL BE 2x6 MIN. SHALL BE ATTACHED TO THE DBL. TOP PLATE SPN4 CONNECTORS SHOWN. (1) 51MPSON 5PH4 W/02) 10d FOR WALLS LARGER THAN •• 0'-0" FINISHED '' • ��'� `• •• � ' • •" ° + FLOOR ;. GARAGE TO •''-� ' .. /j," \ ~1.3-1/2" STUDS 16" O/C� MASONRY/CONCRETE w/ 1/2 DIA. x 8 24 O.C. STARTING 9 MAX. COMMON NAILS EA. STUD 2x8 USE 5IMP50N 5P1'5 ON • :. "= FOOTING SEE FOUNDATION PLAN •`•'�• = �' ° � • OR SIZES 4 MORE i t ° .. .� ,• .. a: I ° .:. ° I a' i5 DOWELS SEE PLAN FOR TRACK/BRACKET FROM THE SLAB, USE 2 DIA. WASHERS FASTEN PER MANUF. 1/2" GYP. BOARD EACH SIDE OF STUD TO I/2" GYP. BOARD BOTTOM PLATE 4 5IMP50N = ' �• . ' �:.•..::..�::- .� -.: � " < INFO. ' • •' ' ••' •° ` °• `: •: • '' l:' W/UPLIFT — LOCATION LAP 25" MIN. MIN. AT EACH BOLT LOCATION. TRACK SPECS. ATTACHMENTS TO THE JAMB ARE BY * „ SP2'S ON EACH SIDE OF 2X S.Y.P. 1 STUDS 16 O.C. _ ..:: `•:''::: :�: .. , FOUNDATION PLANFORw/ (1) SIMPS1500 12-10d(SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. STUD 70 TOP PLATES. UN.O." .. • '.. ' - . LOCATION OR STUD (STTRU55 PAGE FOR LOCATION OR EXCEPTIONS) ARE MIN. STANDARDS, MORE STRINGENT Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE "J" 5OLT5 4 WASHERS 6 2'-0"II(NSULATION O.G. (MAX.) CENTERED ON WALL.CALC5J5PECS. OR PER ENERGY ason Column Lanai/Ent Detail 5IMP50N 6P2 EA.STUD EXCEPTIONS) PT BOTTOM PLATE 0'-0" NEEDED W/ROOF U PT BOTTOM PLATE OL S-1 SCALE: NTS' DOOR MANUFACTURER SHALL CONTROL. UN.O. (REFER TO FND 4 FLR PLN FOR WALL THICKNESS) CONT. 2X PT 50LE PLATE N S-1 SCALE: NTs LLI ° DATE 03-08-10 SCALE NOTED DRAWN MK/PDK JOB - 1) SIMP50N 5PH4 W/02) 10d DBL 5YP TOP PLATE "5 BAR TRANSITIONFOR 1/16" APA RATED SHEATHIN -�•� I- FOOTING SEE WOOD FRAME WALL 70 4"GONG. SLAB. SEE FOUND. PLAN FOR CLEAN OUT STEEL ACI STD.- PLAN FOR (I I �1- - PLAN -III—I 11- MA50N Y ATTR ..... R GHMENTS THAT MORE INFO. SEE SCHEDULE FOR �nFOUNDATION HOOK (TVP)FOUNDATION � K.O. CMU BOND ♦ SIZES 4 MORE INFO. DOUBLE "2x" FASTENING 5.PF. TOP LAP SPLICE EMBEDDEDSTD. 90° HOOK STD. 1800 HOOK EMBED ACI J 0'-0" FINISHED Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail-..-.;: 51MPSON SET EPDXY. PLATE } o = ��. _a.� STD. HOOK IN :. ° FLOOR.. , S-1 B)WithoutUplift $ 1 SCALE: NTS With Uplift p 2X4 PT STUDS -s 16f O.G. OR FOOTING _ _ - • 4 ` ... SEE FOUND. PLAN u Y:Z GRI( KET A5 W FOOTING SEE �= .' VERT. WALL REINF. % '. (1)2X4 Pt STUD -9 24" O.C. UNDER COMMON TRU55 WK2) REQUIRED 2X4PT 6TUD5 UNDER HIP CARRIER/GIRDER TRU65 -- 5IMP50N SPI 9 EA. STUD \--MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A5.6 '24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 5IMP50N META20 s EA.5TUD MOISTURE BARRIER ti 8"X8"X16" K.O. BLOCK W/1 #5 CON (1 )05 VERT. IN GONCFILLED CELL FILLED W/2500 PSI GROUT W/ STD. 90' HOOK IN K.O. BLOCK NATCNING LEGEND NOTE: ® "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE A7 2x8 WALLS USE 5PH8 ..A.. 0511 "C" "D "A" "B" "C" "D" 03 11/8 41/2 1 15 21/4" 41/2 91/4 16 04 21/2 6 91/2 20 3" 6 121/2 21 05 31/8 15 11 3/4 25 3 3/4" 15 15 1/2 26 "6 33/4 9 14 30 4 1/2" s 181/2 35 01 43/8 105 161/2 35 5 1/4" 105 213/4 53 18 - - - - 8" 12 243/4 1 14 "S 1 - - I - - 9" 13.5 28 95 - :....• .:. _..:..._ .., '.�. •- ..': --'.' OOT G SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. �LMasonry Wall Reinforced Cell Detail S-1 SCALE: NTS 10" MIN. 8x8 K0. CUM BOND BEAM w/ 1- 15 BAR CONT. PRE-ENGINEERED CONC. LINTEL - - - - - - - - - w/ 1- 05 BAR CONT. NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS INTERIOR LOAD 5PH4 CONNECTORS SHOWN- F Kneewall Above Mason Wall Detail NOT FOR USE IN THE HVHZ (DADE, BROWARD) EMBED AGI RETURNED UPON COMPLETION OF THE (4) 10d NAILS BEARING WALL (W/ A7 2x8 WALLS USE 5PH8 S-1 ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT STD. HOOK IN 'B BAR VERTICAL WALL REINF. ENGINEERING, LLC 5HALL AUTOMATICALLY FLOOR INTO DBL HARMLESS TO ANY LIABILITY, CLAIMS, UPLIFT) CONNECTORS IN LIEU OF SCALE:NTS PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. BOND BM. GROUT CELLS SOLID SEE PLAN BY TRUSS TOP PLATE DK/PK REVISIONS 5PN4 CONNECTORS SHOWN. ADDED 142 MPH SHEETS DK/PK REVISIONS FOR LOCATIONS ADDED 160 MPH SHEETS BRG. REVISIONS TRU55 BRC. FOR WALL5 LARGER THAN, DK/PK Rebar Lap,Embedment &Hook Schedule "J" BOLT W/ NUT 4 WASHER (REFER TO SEE PLAN SEE PLAN 2x8, USE SIMPSON 5P15 ON EACH SIDE OF STUD TO S-1 SCALE: NTS Ow ~ LL S~S W0� 06�Z=a 2 =5 LU d NOTE: r^-1 BOTTOM PLATE 4 5IMP50N DOOR MANUFACTURERS INSTALLATION >LLmQ �aZQO W CC =ZOW N J HM U ZNW��z cc 3D 2 WATCHING LEGEND REGARDLESS oho w�g�Q� �. 5P2'5 ON EACH SIDE OF *5 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) ' *5 DOWELS SEE PLAN FOR Vu,3v cDza�v� LLJ STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. STUD TO TOP PLATE STUD TO TOP PLATES. U.N.O." REINF. GROUT 2x6 P.T. JAMB NOTE' "AT 2x6 WALLS USE SPH6 LOCATION LAP 25" MIN. lY1 INTERIOR LOAD (SEE PLAN FOR BEARING WALL SIZE) SYP 2x4 MIN. PLANS, WALL5 THAT SUPPORT w/ SIMP50N 6PH4 w/ 12-10d NAILS SEE TRUSS SHEET FOR CELLS SOLID a . UPLIFT CONNECTOR (SEE TRUSS SHEET CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. EMBED AGI CLEAN OUT STD. HOOK IN ®=� Lu F- ob (W/O UPLIFT) 5TUD5 -a 16" O/C ROOF TRU55E5 EITHER N 3 Ln ADDITIONAL STRAPPING � COLUMNS c ,NOTE' d NOTWITHSTANDING MANUFACTURERS FOR SCHEDULE) AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF FOOTING tLU O Y W Q 00 U DIRECTLY- OR INDIRECTLY g GARAGE TO STUD BEARING WALL (SEE PLAN FOR SIZE) SYP 2x4 MIN. SPECIFICATIONS, JAMB SHALL BE 2x6 MIN. SHALL BE ATTACHED TO THE DBL. TOP PLATE SPN4 CONNECTORS SHOWN. (1) 51MPSON 5PH4 W/02) 10d FOR WALLS LARGER THAN •• 0'-0" FINISHED '' • ��'� `• •• � ' • •" ° + FLOOR ;. GARAGE TO ARE TO BE BUILT AS HOUSE WALLS, E PERA.B.A7 STUDS 16" O/C� MASONRY/CONCRETE w/ 1/2 DIA. x 8 24 O.C. STARTING 9 MAX. COMMON NAILS EA. STUD 2x8 USE 5IMP50N 5P1'5 ON • :. "= FOOTING SEE FOUNDATION PLAN •`•'�• = �' ° � • OR SIZES 4 MORE 1/2" DIA- x 8" HOUSE WALLS,- TITEN HD 48 INSULATE PER BEARING WALL CALCS/S4kE /2 DIA, x 8 TITEN HD 24 TRACK/BRACKET FROM THE SLAB, USE 2 DIA. WASHERS FASTEN PER MANUF. 1/2" GYP. BOARD EACH SIDE OF STUD TO I/2" GYP. BOARD BOTTOM PLATE 4 5IMP50N = ' �• . ' �:.•..::..�::- .� -.: � " < INFO. ' • •' ' ••' •° ` °• `: •: • '' O.G. MAX (SEE CALCS/SPECS W/UPLIFT O.C. FOR A MAX. UPLIFT OF LB5. ON EACH TRU55 MIN. AT EACH BOLT LOCATION. TRACK SPECS. ATTACHMENTS TO THE JAMB ARE BY * „ SP2'S ON EACH SIDE OF 2X S.Y.P. 1 STUDS 16 O.C. _ ..:: `•:''::: :�: .. , FOUNDATION PLANFORw/ (1) SIMPS1500 12-10d(SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. STUD 70 TOP PLATES. UN.O." .. • '.. ' - . LOCATION OR STUD (STTRU55 PAGE FOR LOCATION OR EXCEPTIONS) ARE MIN. STANDARDS, MORE STRINGENT Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE "J" 5OLT5 4 WASHERS 6 2'-0"II(NSULATION O.G. (MAX.) CENTERED ON WALL.CALC5J5PECS. OR PER ENERGY ason Column Lanai/Ent Detail EXCEPTIONS) PT BOTTOM PLATE 0'-0" NEEDED W/ROOF U PT BOTTOM PLATE OL S-1 SCALE: NTS' DOOR MANUFACTURER SHALL CONTROL. UN.O. (REFER TO FND 4 FLR PLN FOR WALL THICKNESS) CONT. 2X PT 50LE PLATE N S-1 SCALE: NTs LLI ° DATE 03-08-10 SCALE NOTED DRAWN MK/PDK JOB - 1) SIMP50N 5PH4 W/02) 10d DBL 5YP TOP PLATE "5 BAR TRANSITIONFOR _�FOOTING SEE I- FOOTING SEE WOOD FRAME WALL 70 4"GONG. SLAB. SEE FOUND. PLAN FOR COMMON NAILS EA. STUD STEEL ACI STD.- PLAN FOR (I I �1- - PLAN -III—I 11- MA50N Y ATTR ..... R GHMENTS THAT MORE INFO. �nFOUNDATION HOOK (TVP)FOUNDATION � K.O. CMU BOND ♦ SIZES 4 MORE INFO. FOR SIZES 4 MORE INFO. OCCUR A LINTEL USE 1/2" x 6" 5P4 +s TOP THREADED ROD SET IN . EL V 0'-0" TOP OF SLAB - BEAM `��� . ,•. O `� Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail-..-.;: 51MPSON SET EPDXY. . _-� o } o = ��. _a.� S-1 B)WithoutUplift $ 1 SCALE: NTS With Uplift p SCALE: NTS 2 X S.Y.P. STUDS s 16" O.G. - U.N.O.�' _ _ - • 4 ` ... SEE FOUND. PLAN u Y:Z W FOOTING SEE �= .' VERT. WALL REINF. % '. LOAD BEARING OR FOUNDATION PLAN FOR a N...::. ••. •' _ SHINGLE f TILE ROOF SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD SIZES 4 MORE INFO. CLEAN a COMPACTED SOIL. 195% MODIFIED PROCTOR PER A5TM D1551) BAR TRANSITION • ��� ��'• STEEL AGI STD. PAGES FOR MORE INFO. FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS. 12 SEE (TYP) TRUSS ,s 24" O.C. .. "J" 8 C. M. U. Cara a Wall Section Brn Wall HOOK (TYP) , CONTRACTOR TO PROVIDE MANUR ELEV.10" x 1/2" DIA. DOCUMENTATION TO INSPECTOR 9 TIME OF R-38 INSULATION OR PER ENERGY CALCS- BOLTS 4 WASHERS 6 P X P.T.STUD S-1 W/ Uplift scALE: Nrs ^: INSPECTION. IF SHINGLE IS USED, UNDERLAYMENT TO COMPLY WITH FBCR 2'-0" O.C. (MAX) - - •5 VERT. IN FILLED .. 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL ; , TRU-55 SHEET FOR MORE INFO. FOR EXTERIOR 10 BRNG. OR GARAGE �' 1/2" DIA x 6" Mason~ Transition Detail ELEVATION VARIES BRNG WALL TITEN HD r FLOOR TRUSS (4) 10d NAILS INTO DBL TOP PLATE p S-1 SCALE:NTS TOP OF MASONRY Em TITEN HD 48" O.C. IF 2 X F.T. PLATE BRC. SEE PLAN SOFFIT/FASCIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP: BD. CEILING TYP. SEE NOTE ON N-1 COMPLY WITH FBCR 302.1. SEE ELEVATION PAGES FOR UPLIFT. 24" O.C. IF EXTERIOR FINISH 1/2" GYP. BOARD y - •, PAGE FOR GARAGE APPLICATION -FIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) • • SECURE PLATE W/ 10" I/2 1/2" GYP. BOARD a ,. :' . CELL TO BE FULLY . VARIES SEE ROOF PLAN .. : •. :.: .. GRADE DIA. LT IA ��J F BOLTS 4 GROUTED • ' • �•' WASH ,s 4'-0" O.C. E 1x2 PT NAILER 8"x8" KO. CMU BOND BM. w/ 1 - *5 BAR °• - . ;: •.' - _ _ = (I) SIMPSON SPN4 •. ' . ► .. I—III—III_ (MAX CENTERED ON 2X S.Y.P. *I 5TUD5 � 16"O.C. DRILL 4 EPDXY ° I/2 DRYWALL CONT. (MIN LAP = 25) GROUT CELLS SOLID -VERIFY W/ FLOOR PLAN. TYP. • ' . : ` 06-: • :� p. ,.°- . ; : . :. p = • III=III=I WALL. (REFER TO FND 4 FLR PLN FOR WALL NOR INSULATION OR PER ENERGY INTO LINTEL/BOND NOTE: � OR CIP BEAM • M1551NG DOWELS: WHERE FOOTING a • : • • _ THICKNESS) C6ULATI ABOVE WITH I I DOWELS ARE PLACED INCORRECTLY VERT. WALL REINF. 8x8 PRECAST CONCRETE LINTEL •� " •': • � " •• � � I i—III—III_ • MINIMUM OR MISTAKENLY ELIMINATED, REPLACE EMBED ACI 5TD. HOOK "5 WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE FOOTING SEE °• a I I (=I ((_ 4 CONG. SLAB. CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" E DOWEL AT PROPER LOCATION W/ *5 IN BOND BM. BAR . FOUNDATION PLAN FOR — SEE FOUND. PLAN USE SIMPSON SET GRADE 60 BAR INSTALL IN SLAB °, PRECAST CONC SILL _ _ _ _ _ _— I 1=III=� 51ZE5 4 MORE INFO. — — _ —1 , FOR MORE INFO. HIGH STRENGTH I W/ 5 MINIMUM EMBEDMENT, USE EPDXY SIMP50N SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT III-III—III—III=1 I I=1 I (=1 I I=III—III- EL=V 0'-0" TOP OF SLAB : IN A ROW 4/OR 10 TOTAL ON A 1x4 WINDOWS 4 5.GD. 05 BAR VERT. WALL REINF. CONT. '-1 I 1-1 I 1=I I (_� �_� I 1-1 1 '- NOTE: • ::.. • ,..... . •`._' J PROJECT WITHOUT WRITTEN APPROVAL. WINDOW W/ SCREEN TO BOND BEAM. EMBED ACI STD. HOOK 6" IN BOND BEAM. GROUT "AT 2x6 WALL5 USE SPH6 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE _ _ _ Z _. .'`,•;:"Y,'. �, T_.-. • MISSING TRUSS ANCHORS: TRUSSES I I WHICH (WHERE APPLICABLE) CELLS SOLID. SPI -48 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N SPI'5 FOOTING SEE '` SEE FOUND. PLAN ..'.* ARE PLACED SUCH THAT AN EMBEDMENT ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 6P2'5 ON FOUNDATION PLAN • ` DRILL 4 EPDXY ANCHOR IS MISPLACED 8"x16" C.M.U. PER ASTM 0-90 (TYP.) EACH SIDE OF STUD TO 70P PLATES. UN.O.FOR LU SIZES 4 MORE .t :,�; :.' CLEAN 4 COMPACTED SOIL. - - OR MISSING MAY W BE FASTENED 70 THE MINIMUM EMBEDMENT u MASONRY BOND BEAM USING ONE 1x2 PT FIR STRIP 24" O.G. FM=1900 P.S.I. (MIN.) W/TYPE M OR INFO. (95% MODIFIED PROCTOR PER A5TM D1551) 5" SIMPSON SET -4 5IMP50N HT6MI6, MAX. CAP IS 1115 ". EPDXY I I !L 1x4 PT 5A5E NAILER S MORTAR PER ASTM G-210 Garage Wall Section Brn Wall � MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. INSUL. PER CALCS. 4 SPECS 1/2" DIA x 6" AB AT INT. SHEAR WALLSON H3 OR TITEN HD USE K S-1 W/G Uplift SCALE: NTS C a Q J 4 CONC. SLAB. SEE FOUND. PLAN 24 O.C. IN O%18 Sd FASTEN TO TOP 4 BOTTOM EXISTING MASONRY _ BOND BEAM OR ° ELEV 0'-0" TOP OF BLAB - - REINFORCED DELL 2X STUD5 m SLAB FOOTING SEE -� • BLOCKING 6 48'RO.C. 1/2" GYP. BOARD 24"O.C. FOUNDATION PLAN FOR SIZES 4 MORE INFO. 2x4 PLATE SECURE PLATE W/ HILTI CF62 POWDER 5/8" CEMENTITIOUS FINISH PER FBCR 103.12 � • ACTUATED PINS 9 INSULATION OR PER ENERGY o T ical Ext. Mason Wall Section 48" O.C. OR EQUAL GALGSJSPEGs. Q TYP. Retrofit Vert. Dowel Detail S-1 scaLE:Nrs CONT. 2X PT 50LE S-� SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR MORE NFO. CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: - PLAN 4 SCHEDULE EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: EL V 0'-0" 70P OF SLAB °'' .� "' - TOP TIE BEAM SEE FOR - - .: ADDITIONAL/ALTERNATE L 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. - - - - W - - - - ' ' : - •' - ' :-' .. d 05 VERT. CORNER PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: W `� SEE FOUND. PLAN -' CELL FILLED W/ N CONCRETE FOOTING SEE CAULKED JOINT W/ 3/8" BACKER BAR AT MAX. VERTICAL REINFORCING (SEE FOR SIZE 4 LOCATION) CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK i. 5/8" DIAMETER x b" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT A7 48" O.G. IF RESISTING GRAVITY FOUNDATION PLAN FOR SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. (95% MODIFIED PROCTOR PER ASTM D1551) _ PLAN LOADS EXPOSED FADE COURSES # LAP CONT. 15 M Garage Wall Section Non-Brn 25" LAP E Example CMU Wall Control Joint Detail H Wood Frame To Mason~ Attachment Detail 5-' SCALE:NTS S_, Corner Continuit Detail S-� SCALE: N.T.S. B rn g Wall Only SCALE: NTS S-1 SCALE: NTS NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, - WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a o o f-ZOQ WOCA CD tocr_ Ow ~ LL S~S W0� 06�Z=a 2 =5 LU d ' v 3LLzOzQ,n r^-1 w~O oco8f i viu_ W = N >LLmQ �aZQO W CC =ZOW N J HM U ZNW��z cc 3D 2 PTNw X1— 9w 00 -' cC oho w�g�Q� �. 3 ¢ p O w z 2 LL Vu,3v cDza�v� LLJ ,w 5 a = LLc>c Q ma v oLLJ cl lY1 .v.1 ®� iLULnLLi ZN M N d M ®=� Lu F- ob W ®� V) a W C N 3 Ln 0 in U C4 LL Y z ^ Q Z ; c 0 tLU O Y W Q 00 U Q LL W Z N � c a r; DORMER ROOF BY TRUSS MANUF SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY - HIGH WIND WITH 1/2" ANCHOR BOLT a 24" O.C. TYP. Ix4 PT F- SIMPSON PROVIDE L530 OR DOUBLE BOTT. EQ., TYP" PLATOPENINGS OVER AT 6'-2", TYP. BASED ON SIMPSON MT512 a EACH TRUSS TRUSS MANUF. OR 6" X i General Irregular Window Attachment 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ L 12" 1/4" x 2-1/4" 7APCON a 12" O.C. OR PER MANUFACT. 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS a 12" O.C. WITH MAX. 6" FROM , PROVIDED BY BRACING a 48" O.G. ON TOP FRAME (SEE PLAN) REVISIONS END OF MEMBER a MAS. S-2 F TYP. LOAD BEARING WALL CONST. - SIMP50N MTSIB a OPENINGS. WINDOW ATTACHMENT PER MANUFACTURER'S 2"x4" a 16" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS SHEATHING a 3" IT 15 NOT ACCEPTABLE O.C. ALL AROUND SUBSTITUTE WINDOW ATTACHMENT POINTS TO 2X USE SIMPSON SP2 a STUD TO TOP PLATE, SPI STUD TO MEMBERS OR DIRECTLY TO CMU/WOOD 2X MEMBERS ATTACHED CHORD FOR 4 TRUSS SPANS FRAMING ONLY. NUMBER OF DIAD. MEMBERS BOTTOM PLATE, OR EQUALS. PROVIDE 5IMP50N MT512 AT OPENING W/SIMPSON A35 WHERE HORIZONTALLY_ • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) FOR 4 TRUSS NEEDED TO MEET MANUFACTURER'S BUCKS TO BE ATTACHED TO CMU PER 5IMP50N LSTA12 a EACH = N SPECS GIVEN IN THIS. DETAIL. 2X TO 2X ATTACHMENT POINT =i zz Z, ��i� Ln ATTACHMENT TO BE 5IMP60N 435. KNEE ROOF TRUSS BY STUD OR EQUIV. REQUIREMENTS. 3 ...1 zwywp ROOF TRUSS MANUF. TYP. W 6 W W: W a Q Q W W Z F zC END WINDOW/SHEATHING ATTACHMENT a TOP/SIDES OF ARCH OPENING. IF ARCH TOP - 2"x4" BLOCKING AT 24" O.G. BELOW SIDE WALLS PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO DBL. "2X" TOP PLATE CMU/WOOD FRAMING, WITH OR WITHOUT IX BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSON A34 MM IF 1X THEN ATTACH ®� 0 W Ln w OR EQUAL A7 EACH END TYP. 0- en WINDOW THROUGH W /L><, SIMPSON L5TA12 AT EACH STUD TO 0 BUCK TO CMU/ WOOD FRAMING. IF 2X THEN SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL �� CONST. 2� x4 a 16 O.G. (SINGLE BLOCKING. SEE TRUSS SHEET FOR ATTACH t0 2X BUCK DOUBLE TOP PLATE (MIN. STUD GRADE SYP) TABLE ON SHEET 5-3 2-2"x4" BLOCKING WITH 4-16D BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN VIEW CMU WALL BELOW STRAPPING OM TOENAILS a EACH END a FOR STUD SPACING z END WALL F1 I TYP. LOAD BRG WALL NOTE: L� �� 2"x4" a 16" O.C. (SGL TO TOP PLATE w/ SHINGLE /TILE ROOF 12- PRE ENGINEERED WD TRUSS a 24" O.C. - SIMPSON MT518 a -EACH TRUSS BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. w/ 1/4"x 3" tAPGONS a - SEE ELEVATION SEE PAGES FOR MORE (TYP) PLT.) 12" O.C. W/MAX. 6" ELEV. INFO. FASTENING TO I� FROM END OF BUCK. O BE AS PER INSULATION PER ENERGY CALCS. SIMPSON LS7AI2 a (TYP. ALL WINDOW MANUFACTURERS EACH STUD OR EQUIV. BUCK ATTACHMENT.) SPECIFICATIONS. CONTRACTOR TO HURRICANE ANCHOR a EACH TRUSS SEE 2-2"x4" BLOCKING WITH 4-16D PROVIDE MANUF. TRUSS SHEET FOR MORE INFO. COM TOENAILS a EACH END DOCUMENTATION TO Q DATE 03 -OB -13 SCALE NOTED DRAWN MK/PDK INSPECTOR 6 TIME OF INSPECTION. ELEVATION VARIES SHINGLE IS USED, TOP PLATE 2x8 PT VERTICAL (ABV.) a WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY - HIGH WIND WITH 1/2" ANCHOR BOLT a 24" O.C. TYP. Ix4 PT F- SIMPSON PROVIDE L530 OR DOUBLE BOTT. EQ., TYP" PLATOPENINGS OVER AT 6'-2", TYP. BASED ON f TRUSS MANUF. OR 6" X i General Irregular Window Attachment INFORMATION 905.1.1 L 12" 1/4" x 2-1/4" 7APCON a 12" O.C. OR PER MANUFACT. L L J , PROVIDED BY BRACING a 48" O.G. ON TOP FRAME (SEE PLAN) REVISIONS SPECS. S-2 F SIMPSON A35 a ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ADDED 160 MPH SHEETS SHEATHING a 3" IT 15 NOT ACCEPTABLE O.C. ALL AROUND SUBSTITUTE WINDOW ATTACHMENT POINTS TO 2X GEN NOTE REVISED MEMBERS OR DIRECTLY TO CMU/WOOD CHORD FOR 4 TRUSS SPANS FRAMING ONLY. NUMBER OF DIAD. MEMBERS NOTE ON N-1 PAGE FOR OPENING RELATIVE TO NUMBER OF REQUIRED HORIZONTALLY_ • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. ATTACHMENT POINTS PER MANUFACTURER 2X FOR 4 TRUSS GARAGE APPLICATION BUCKS TO BE ATTACHED TO CMU PER 5IMP50N LSTA12 a EACH = N SPECS GIVEN IN THIS. DETAIL. 2X TO 2X E.O.R WHEN THE TOP PLATE 15 ELIMINATED THE S 1 14 =i zz Z, ��i� Ln ATTACHMENT TO BE 5IMP60N 435. KNEE WITH 4-16D COM VARIES SEE ROOF PLAN TOENAILS a EACH STUD OR EQUIV. WALL ABOVE ARCH NECESSARY ONLY PER 3 ...1 zwywp OPENING VARIATIONS. MIN. 2X BUCK FOR W 6 W W: W a Q Q W W Z F zC END WINDOW/SHEATHING ATTACHMENT a TOP/SIDES OF ARCH OPENING. IF ARCH TOP - C m - t- o o PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO DBL. "2X" TOP PLATE CMU/WOOD FRAMING, WITH OR WITHOUT IX TRUSS MANUF. MM BUCK, WITH 2X BUCK s EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE ®� 0 W Ln w MIN. 1-1/4" EMBEDMENT. 0- en ®� LUH SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY - HIGH WIND WITH 1/2" ANCHOR BOLT a 24" O.C. TYP. Ix4 PT 1/2" x 8" SIMPSON PROVIDE L530 OR DOUBLE BOTT. EQ., TYP" PLATOPENINGS OVER AT 6'-2", TYP. BASED ON COMPLY WITH FBCR TRUSS MANUF. OR 6" VERTICAL (BELOW) a WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 12" 1/4" x 2-1/4" 7APCON a 12" O.C. OR PER MANUFACT. M 2X4 RAT RUN , PROVIDED BY BRACING a 48" O.G. ON TOP FRAME (SEE PLAN) REVISIONS SPECS. S-2 SCALE: NTS CONTRACTOR BRACING a 451.\ DK/PK CMU WALL BELOW SIMPSON C516 a AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) CRIPPLES 4 (1) KING IS ADDED 160 MPH SHEETS SHEATHING a 3" IT 15 NOT ACCEPTABLE O.C. ALL AROUND SUBSTITUTE 1/2" GYP. BOARD SEE GEN NOTE REVISED CORNER a 16" O.G. CHORD FOR 4 TRUSS SPANS REQUIRED ON EACH SIDE OF THE NOTE ON N-1 PAGE FOR OPENING A LESSER DEPTH HET EADER WITHOUT WRITTEN PERMISSION FROM THE HORIZONTALLY_ • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. , FOR 4 TRUSS GARAGE APPLICATION 2-2"x4" BLOCKING 5IMP50N LSTA12 a EACH = N W O W Z O J °eQza2W J E.O.R WHEN THE TOP PLATE 15 ELIMINATED THE S 1 14 =i zz Z, ��i� Ln THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. WITH 4-16D COM VARIES SEE ROOF PLAN TOENAILS a EACH STUD OR EQUIV. tLw2 w W �D�aH LL 3 ...1 zwywp oC LL. in W 6 W W: W a Q Q W W Z F zC END ROOF TRUSS BY ROOF C m - t- o o DBL. "2X" TOP PLATE qm TRUSS MANUF. MM ®� 0 W Ln w W/ SIMPSON 5PH4 a 0- en ®� LUH W p 00 Cn W 'n N 3 Ln 0 EA. STUD W/02) 10d NAILS EACH. SEE SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL �� CONST. 2� x4 a 16 O.G. (SINGLE Z m O SEE TRUSS SHEET FOR 1116" MIN. APA RATED SHEATHING DOUBLE TOP PLATE (MIN. STUD GRADE SYP) TABLE ON SHEET 5-3 HEADER SCHEDULE (2-2X12 LINO) BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN VIEW CMU WALL BELOW STRAPPING FOR STUD SPACING z FASTEN EA. STUD U, NOTE: L� �� TO TOP PLATE w/ "A7 2x6 WALLS USE Misc. Dormer Knee Wall Attachment Details SIMPSON 51`12 w/ F (12) NAILS FASTEN HEADER WINDOW SEE FLOOR PLAN FOR SIZES S-2 SCALE: NTS SCALENTS FULL DEPTH DETAIL "J/52" • PER HDR i . • BLOCKING a I w/ SEE TRUSS SHEET 2x TOP PLATE PANEL EDGES SEE TRUSS SHEET l3) 16d TOENAILS FOR STRAPPING CONT. FOR STRAPPING �-TOP CHORD EA" END SIMPSON SPI w/ GYP. BOARD RETURN TRIM VARIES SEE ELEVATIONS 1/1(o" -MIN. A.P.A. VV 2x4 FRAMING (RAT RUNS) SPAN FROM 1muD0d NAILS EA. RATED SHTG. TRUSS TO TRUSS ON TOP OF BOTTOM - PRE-ENGINEERED PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD FOR STUDS SILL ROOF TRUSS. 2X a 16" O.G. ROOF TRUSS. {2) ,x.131 x 3 1/2" COMMON NAILS a EA. BELOW HDR, 12) INSUL. PER ENERGY CALCS. CONNECTION SIMPSON /2 w/ 1/2" GYPSUM BOARD—,- ­..2x B077. PLATE PRECAST 6-10dx1 1 /2 NAILS GOVT. CONCRETE EA. STUD LINTEL. SEE PRE ENGINEERED WOOD TRUSS I • • INSTALL 1/2" X 6" 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS 1N LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMF50N SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." 10" x 1/2" DIA. "J"'0 1116" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT a 24" O.C. PER SCHEDULE, MIN. 16d a 6" O.C. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET PER SCHEDULE O 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY a 2'-0" 4" CONC SLAB MASONRY SCREW "TYPICAL AT TRUSS a 16" O.G. CONT. TO INSUL. PER CALCS. 4 SPECS O.C. (MAX) 2X PT SOLE PLATE POCKET 8 O.C. ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON SEE Q. PLAN SLIDING a COMMON a TRUSS CHORDS ... DOOR PRECAST BEARING SYP. 0.131 x 3 1/2" COMPONENTS, #I WALL. FCMU WALL - LOOR PLAN FOR BOTTOM ELEV 0'-0" TOP OF SLAB CONCRETE a 4" O.C. GRADE SHALL g Structural Kneewall LINTEL. SEE _ •v� FOOTING SEE - - — — FLOOR PLAN BE USED FOR. NOTE: 2x8 P7 MIN. MORE INFO. PLATE Y y FOUNDATION PLAN • FOR MORE INFO. POCKET 2x4. FOR 2x VERTICAL a WALL TO S-2 SCALE: NTS — ; a SLIDING DEPTHS BE ATTACHED WITH :V FOR SIZES 4 MORE DOOR GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4, 02 GRADE HD. �i �'••. OR BETTER MAY A T ical Ext. Frame Wall Section BE USED. ALL 4x NOTE: IX PT VERTICAL a WALL BPI EACH STUD JOIST wi///I 11 FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I I RST RAF BOUA I NDARY S 2 SCALENTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPGON a 12" O.C. OR I I 2x8 PT FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." SIZES 4 MORE SEE FOUND. SIZES 4 MORE PER MANUFACT. SPECS. Ix6 HEAD LINE , DASHED INFO, PLAN INFO. 4"CONG. SLAB. INDICATES SEE FOUND. I 70P PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR 4-0.131 x 3 1/2" 4-0.131 x 3 I/2" 4" GONG.Igo PAVERS'" OR PLAN 1 I BLOCK WALL BEYOND WALL RS. NAILS a PLYWOOD O R.S. NAILS a EACH STUDS EXTEND PAST EACH STUDS SLAB TUR GABLE END SLAB < .. ° . MANUFINSTAACTURER PE I R 1 FLOOR TRUSSES ° < HANGER TO (BEAMS OF00 TRUSS TOP SHEATH ING) PRE ENG. WOOD BE SIMPSON - • 1 ° - - K.O. w/ 1-#5 CONT. CHORD [FLOOR TRUSSES LA LSU, - CAULK UNDER FRAME HANGER TO OR LSSU • - -.; - ; ►.: FIEL EDGE PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. ' WOOD ESOOF LSSU MN. OR t� DROOF H CMU Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail CONC. SILL 518" CEMENTITIOUS FINISH BOUNDARY INTERIOR g_2 SCALE: NTS S-2SCALE: NTS PER FBGR 103.1.2 AREA PLYWOOD TO SEE FLR PLN FOR HDR SIZE NOTE: 4" GONG SLAB BLOCKING SEAM 2x8 LEDGER W/ EXTEND TO #5 a CORNERS 4 48 O.C. BOUNDARY 4-0.131 x 3 1/2" RS. AREA AT 2x WALLS THAT ARE WIDER THAN 2x4 t MAX. FOR WALL, NAILING FOR NAILS a EACH BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-10d WHERE THE HEADER IS NOT FULL WIDTH PANEL OVERHANG 5'-0" ll) SIMPSON G516 OR 111 NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING g SHEATHING CLIP OUTRIGGER a FLOOR TRUSS MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO < '. ` .:a ,a. FOR ROOFS (FIELD VERIFY 2x8 LEDGER W/ 24 O.C. 4-0.131 x 3 1/2" CENTER ON HEADER UN.O. (11 FLUSH THE HEADER TO WIDTH d ALLOW a . TONGUE 4 NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH ' GROOVE FOR FIELD FIELD SUB FASCIA OR WITH TRUSS R.S. NAILS a STUDS) lUN.0) 4 • . LAYOUT CONNECTORS ABOVE THE HEADER, t EACH stuDS FOR THE FLOORS WALL PLATE LOCATION) CRIPPLE PROPER INSTALLATION AT 2x61OALLS USE FOOTING SEE ' WITH FLOOR TRUSS WITH -OUT FLOOR SPH& IN LIEU OF SPH4, AT 2x8 WALLS USE FOUNDATION PLAN d BOUNDARY TRUSS FOR ROUGH OPENINGS OVER SPHS IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORENAILING 5'-0" USE (2) SIMPSON CS16 USE SIMPSON C6I6 IN AN SPH INFO. 7- ° (PERIMETER OF G T (cal Led er Detail OR (2) MSTA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING DIAPHRAGM) " TYPICAL NAILING SCHEDULE S 2 SCALENTS 2X4 CROSS a 48" - HIGH WIND "2x " KING STU - SPECIFICATION OW NG N KINALLGAPPLR� UNO S (THBRACING 1/2" x 8" SIMPSON PROVIDE L530 OR DOUBLE BOTT. EQ., TYP" PLATOPENINGS OVER AT 6'-2", TYP. w/ (3) 0.131 x 3 1/2 NAILS TO HEADER MIN UN.O. WHEN NECESSARY TO MAINTAIN PROPER CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT IS ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE L Non-Brn . Frame Down Header Detail - S-2 M U ItI-use SCALENTS ROOF 0.131 x 21/211 R5. RING SHANK 1/16" 4" 6" O.C. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO Y-6" (1) 6" FLOOR 0.131 x 3112" COMMON COMMON 3!4" TG. 6" OR BOTH OF THE TOP PLATES IS 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) SUITS, OR LITIGATION BY ANY INTERESTED 2X4 RAT RUN RAT RUNS FOR 4 TRUSS SPANS BRACING a 48" O.G. ON TOP CRIPPLE 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER REVISIONS FASTEN WALL ELIMINATED TO MAINTAIN THE FULL DEPTH HEADER SPECIFIED IN THE PLAN DK/PK I' '1 J BOLT REPLACE1„1ENT CI -,ART: BRACING a 451.\ DK/PK OF BOTT. AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) CRIPPLES 4 (1) KING IS ADDED 160 MPH SHEETS SHEATHING a 3" IT 15 NOT ACCEPTABLE O.C. ALL AROUND SUBSTITUTE REVISIONS GEN NOTE REVISED O.C. ON TOP OF BOTT. CHORD CHORD FOR 4 TRUSS SPANS REQUIRED ON EACH SIDE OF THE OPENING A LESSER DEPTH HET EADER WITHOUT WRITTEN PERMISSION FROM THE Luo zooLu L9w W CC • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. Ww `O 12-~O¢a WO=w WOF-V� FOR 4 TRUSS WOOD TRUSSES ATTACHED W/ HEADER • AT OPENINGS GREATER THAN 5'-2" = N W O W Z O J °eQza2W J E.O.R WHEN THE TOP PLATE 15 ELIMINATED THE S 1 14 =i zz Z, ��i� Ln THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. =yLLI aw,, =�a=z1. L06 W O O TYPICAL NAILING SCHEDULE TITEN HD BOLTS - HIGH WIND 1/2" x 6" 1/2" x 8" NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 21/211 R5. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 3112" COMMON COMMON 3!4" TG. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. a 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. P CONNECTORS SPANS 2-166 a EA. IN WIDTH, (2) CRIPPLES a (2) KINGS SHOWN AT THAT LOCATIONS ARE NOT 0NOTE :THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2E500 PSI. SUBSTITUTION ATTACHED W/ 2X4 BLOCKING a TRUSS JOINT ARE REQUIRED ON EACH SIDE of PROVIDE NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x THE HEADER DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS SC I ACCEPTABLE PATTERNS AND ATTACHMENTS: • ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING • FOUNDATION PAGE TAKES PRECEDENCE. LNG RS. a EA. TRUSS 3 1/2" RS. CRIPPLES 4/OR KINGS MADE ON 2", TYP. SHALL ATTACH DIRECTLY To HEADER ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. GYPSUM STANDARD I/2" GYP. ON 16-24" S RE W/NAI O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH I-112" GALV. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. SIMPSON END 6IMP50N A34 LS30 O (ON SECOND FLOOR) FOR ROUGH F " '• 1/2 HIGH CONNECTOR L- -TY OPENINGS UNDER 5 -0 ONLY (1) SIMPSON STRENGTH OR W/4-Sd X 11/2" (ON GONG. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR SYS. TO 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNER5 BELOW HETA 12 a 24"O.C. 4 4-Sd X 1 1/2" EPDXY 4 (18)16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) SIMP50N MASONRY WALL WALLS WITH NO UPLIFT, HTT4 W/ (1) 5/8" LL THREAD ROD SET IN STRAPPING MAY BE 111 51MP60N SET EPDXY 4 (18)16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM60 IF FILLED CELL OCCURS BELOW E Ext. Wall Con. Non -Load Brn Location T Header Detail "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 6IMP50N 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/S" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED-- - ROO INC NAIL OR 1-1/4 TYPE W OR S SCREWS a 1 O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6." O.G. ALONG EDGE IC AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS a 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.G. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. S-2 SCALE:NTS o 111 ICaI 1"'1 Schedules Floor, Roof, Wall S-2 SCALE: NTS S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, nTHOUT 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. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Luo zooLu L9w W CC L4 Ww `O 12-~O¢a WO=w WOF-V� a: Lu 1�jl ii W= O = N W O W Z O J °eQza2W J in M 00 =i zz Z, ��i� Ln =yLLI aw,, =�a=z1. L06 W O O -'' OC tLw2 w W �D�aH LL 3 ...1 zwywp oC LL. in W 6 W W: W a Q Q W W Z F zC Z Q _ � ,a^ 1 •' CC = a W W N C m - t- o o a qm MM ®� 0 W Ln w os• Z 5mN 0- en ®� LUH W p 00 Cn W 'n N 3 Ln 0 ZLL. ^ Q YUJI Z m O 1= K 1 00 V Q 1i LU.g - v a �Oo0a z U, L� �� '•• d:Z= O: 0 J• 4/- Ca I� Q DATE 03 -OB -13 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 5.2 0.131 x 3" COMMON SEE TABLE FOR NAILING 6 4 5,4r OR 3'-0" MIN. e 16" o.c. SCHEDULE 1@ SPLICE 1 x 3-Im13GOM. / DOUBLE TOP PRE -ENG WOOD TRUSS (TYP) 4-0.131 x 3" PLATE APA RATED COMMON LLL a 3-0.131 x 3" COMMON DOUBLE STUD SHEATHING. SEE EA. SIDE OF JOINT 4-0.131 x 3" 0.131 GOM. NAILING SCHEDULE COMMON 16" o.c. PT 8077. TABLE FOR STUDS 6 16" o.c. � � ATTACHMENT. U.N.O.4 " � � � PLATE (1) SIMPSON L5TAI2 2-@.131 x 3.. � �� r � STRAP 48" O.G. �� 3 COMMON Jr 2-@.131 x 2x4 BLOCKING (1) 5IMP50N LSTA12 I/2" CEILING GYP BD W/ 5d 5 ���' 3 1/2" COM. e 2-@.131 x 3 1/2TRUSS" BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7 O.G. OR 6 COM. (1) 5IMP50N LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48 O.G. ATTACHED 1/2 TOENAILS 0.131 x 31/2" NAILS (4 BAY OR 8 ft FROM 6 5 SEE TABLE BELOW DOUBLE STUD CONDITION TO BOTTOM CHORD 7 EACH END, 6 (0" O.G. MASONRY WALL) 1 FOR LAPSPLICE OF GABLE z UNO. CONTINUOUS - 1/2" GYP BD NOTE: CROSS BRACING 4 / 8" MASONRY WALLA - _ - 2 WIN) 15 REBAR ALL BLOCKING TO BE TOP PLATE EA51ENER5 5-@.131 x 3 1/2 CONT IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. 3 �� COM. 2-@.131 X 3li I - - VVT I'/�/ \\' SECURE RIDGE BEAM TO CLEAT W/ I - ���\�`� -I- PT BOTT. PLATE I COURSE E Ex anded BlockingInformation Dia ram S-3 SCALE: NTS 3 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) � �� 4 STUD CORNER SINGLE STUD CONDITION ALONG THE EXTERIOR SIDE � 1/2 COM. DOUBLE BPL @.131 x 3 1/2" COM. TO LATE 3-@.131 x 3 My ff,,,-2 �� -@.131 x 3 1/2 COM. 1/2 "CO. LAPSPLICE NAILING 10 SPLICE ALL OTHER NAILING 3b 0.131 x 3° a 3 O/C 0.131 7XII 8 OIC I - - VVT I'/�/ \\' SECURE RIDGE BEAM TO CLEAT W/ I - ���\�`� -I- PT BOTT. PLATE I SHEATHING SEAMS, (1) 5IMP50N HIDA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING UN.O. S-3 SCALE: NTS V-0" M,4X APA RATEDPRE-ENGINEERED APA RATED SHEATHING. SEE NAILING SHEATHING. SEE X TRUSSES 6 24" NBRACEC WALL HEIGHT APA RATED SHEATHING.2x4 EE NAILING SCHEDULE PTA5LEFOR ATTACHh1ENL UN.0. (4) 16d TOENAILS EACH SIDE COLLAR TIE MID -HEIGHT � RAFTER PROVIDE l5) 16d NAILS EA END TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) � �� 4 STUD CORNER SINGLE STUD CONDITION ALONG THE EXTERIOR SIDE � LAPSPLICE NAILING g SPLICE ALL OTHER NAILING 24 s 6' 0/G .131 x 3" 0.131 x 3" 1 8" 0/C SHEATHING SEAMS, (1) 5IMP50N HIDA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING UN.O. S-3 SCALE: NTS V-0" M,4X APA RATEDPRE-ENGINEERED APA RATED SHEATHING. SEE NAILING SHEATHING. SEE X TRUSSES 6 24" NBRACEC WALL HEIGHT *2 SYP 8'-0'.' 2x4 6 16" c.c. 8'-8" 2x4 -0 16" o.c. � CONTINUE SHEATHING BELOW 2x46 16" c.c. 9'-4" vr- 1 M)= I VT- I -1H 1 C L,MN I CPCC A7 CORNER MAY BE 10'-0" 2x6 0 16" c.c. NEW=■�11111 END, UNO. BAY OR 8 ft FROM HETA 20 48" O.G. MASONRY WALL) �I/2" THE EXPRESS APPROVAL OF VORTEX 2x4 "T" BRACE' --PREFAB PREFAB ROOF CONVENTIONAL FRMG -3 ATTACHED STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE. TOP PLATE OF OVER SHEATHING. ATTACHED TO GYP BD BOTTOM CHORD OF FEAT OR CATHEDRAL ERMANENT DIAGONAL BRACE 1/2" CEILING NOTE: 1' WITH A TRUSS ✓ AND/OR WHEN PERMANENT BRACING REVISIONS OR L5TAI2 TRUSSES PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: "AT 2x6 WALLS USE SPH6 TRUSS STRAP IS CONNECTORS IN LIEU OF ° 0.131 x 3" 00M. 6 16" cc. CLB DIACONAL BRACE AS DK/PK ' NOTE: CROSS BRACING 4 SHOULD BE REPEATED NOT DIRECTLY 5PH4 CONNECTORS SHOWN. ° ° ATTACHED TOREQUIRED 24" O.C. ENTRYWAYS 4 PORCHES - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY APPROXIMATELY 20' INTERVALS. PRE-ENGINEERED USED IN PLACE OF OVERLAP M65 BRACING WI(I) *5 REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.C. TYP. IN 1x4 MIN. BRACING W/(3) 0.131 x - - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN IV' j o w WOOD TRUSSES Z_ 6 LEAST ONE TRU55 SPACE OR 6P2 FOR WALLS LARGER THAN PROVIDED IT EXTENDS 4'-@" 4'-@" NOTE & QZNvf W Z WEBS 2x8, USE SIMPSON ON TYPICAL HIDA CONFIGURATION, DO NOT NAIL EACH SIDE OF STUDD T TO OVER LEAST 9Oio OF THE WEB. Q E 3 p[ IL Vr LU maZZ WZKW> J Q Z ° THROUGH OTHER STRAPPING/CONNECTORS: BOTTOM PLATE 4 S Q - 12d COM, cGable Section - For Gable Less Than CLB Diagonal Brace 20' Max Intervals Detail 5P2'5 ON EACH SIDEE OOF REFER TO CONNECTOR NOTES FOR FRAME TO F °° TRUSS CONNECTIONS. STUD TO TOP PLATES. ° 130. 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d12" 1. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION SIZE SHALL O.G. 4-16d COM. UN.O. L/'1 rn N ® W 00 �-: a 00 cn o LU H 2 w C-4 Ln w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-Sd CDM Y w SIMPSON SPH4/6/8 ,;,� LU Jai r -I U 00 LL X Q � Q EACH END (UXC) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12 -@ 70 15 -@ ---- 2X1@ LO^ a 0 UNLESS NOTED OR SIMPSON i 11I1��� OR S FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" 2X6 15'-0" 70 18'-0" ---- 2X12 '� q 2-2"x4" W/1/2" PLYWD, OTHERWISE, AT A MINIMUM ALL SDWGI5600 FROM STUD TO TOP o u, • �C: O Gable Diaphragm Side Wall V-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'S TMAY BE TURNED UNSPECIFIED FRAME UN FRAME PLATE F 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWISE SO NO CONNECTIONS SHALL d S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. °� � ,� SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A *2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �16d COM. 8" c.c. 10d COM. m 12" Oz. 0.131"X3-1/2" END NAILS OR TOENAILS. COM. 9 8" O.G. LLI0 DATE 03-00-10 SCALE NorEo DRAWN MK/PDK SEE NAILING APA RATED SHEATHING. SEE 5IMP50N MSTA24 TENSION STRAPS 6 EACH TRUSS USING (14) 1@d NAILS. INSTALL THE 4-16d COM. SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED [ATTACHMENT. STRAP BY CUTTING A HOLE INTO THE SHEATHING 9 EACH SIDE OF TRUSS 4 THREADING °A SIMPSON MSTCM 60 ATTACHMENTSINTERSECTING U.N.O. W/(4) @.131 x 3 1/2" NAILS 6 BLOCKING THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT.FOR INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR 5IMPS0N HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED 5/8" DIA A.B, MeMMI01111 NAILS FOR 2x12 RAFTERS, 06) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS MAX RAFTERS WITH SPANS OF 4'-0" OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" PER JOINT BRACING APA RATED SHEATH , -FRE -ENGINEERED SHALL BE 70E -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. TRUSSES 6 24 O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 6IMP50N L55U210 SLOPING HANGER W/ (1D) 10d P General Wood Attachment Details A Truss BracingOverlapDetail U.N.O. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 1@d S-3 4 STUD CORNER $-3 COOLER NAILS 1" O.G. EQUAL, RESPECTIVELY FOR 2xl@ RAFTERS. USE L55U28 W/ (10) 10d 4 1511@d x 1 1/2" FOR 2X8 SCALE: NTS S�APPNG 0fZ11ATI0N SCALE: NTS A DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6)10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" ft FROM MASONRY WALL) OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED 70 RIDGE (1) SIMP50N LSTA12 STRAP 48" O.G. BEAM W/ (8) 10d NAILS. It 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR VOLUME SEE FLOOR PLAN FOR (1) SIMPSON HETA20 48" O.C. ATTACHED TO SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. `�� • •, AREA .• LENGTH 4 WIDTH BOTTOM CHORD OF EXPANDED @.131 x 3 1/2" TOENAILS EACH END, BLOCKING UNO. 1 DBL TOP PLATE FASTEN GAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail (1) M-TA30 AT EVERY = 0.131 x 3 I/2 R.S. NAILS 12 O.C. ALL-AROUND d: FLAT OR CATHEDRAL 1/2 GYP BD S-3 scALE: NTs PRE-ENGINEERE PRE -ENG _�;� OTHER- OTHER STUD (32" O.C. - 'z 8 MASONRY WALL WKI) *5 b : WOOD ROOF WOOD ROOF M FROM UPPER STUD :W WALE SHEATHING REBAR CONT. IN KNOCKOUT COURSE NOTE: CROSS BRACING 4 INSTALL 5IMP50N LU524 TRUSSES INTERIORI TRUSSES LOWER TOP PLATE AS • PFOR ' NAILED PER '075-2 ALL BLOCKING TO BE REPEATED 48" O.G. TYP. KNEEWALL STUDS Q MIN. MIN. EA. SIDE OF THE 16" CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE *2 VOLUME PLYWOOD TO EXTEND TO AREA NEEDED ULE ... ALIGN, �i DBL ZX4 O.G. TO BE PER NOTE 1 SOUTHERN YELLOW PINE 1@ 24 BOTTOM OF WALL INSTALL (U STRAP SHALL EDS II o PLATE CONT: 8'-@" (MAX,) TYP. Mason Gable End O.G. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING M5TAM24 AT EVERY STUD 06" O,C. MAX.) STRAP EACH TRUSS (SEE FROM UPPER STUD TO LOWER STUD. ,L � W/ SIMPSON HT52032' $-� SCALE: NTS 70 THE LENGTH OF SPAN AS FOLLOWS: AT EMBED TRUSS Extended PLAN) Bottom Chord Attachment Details 2x4 WD CONST. w OR GS16 O.G.O. ALIGNING - FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 S S-3 16" O.G. STUDS BELOW SADDLE i " 41-011 TO 8 -0 ---- 2X6 SCALE:NTS SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM ____ 8'-0" TO 12'-0" 2X8 WITH l4) @.131 X 3-I/2" NAILS 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 70 EA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2X1@ CUT OUTSIDE EDGE PLUMB TO ALLOW F ATTACHMENTS PERIMETER IF ABUTTING 15'-0" TO 18'-@" ---- 2X12 NOTES: SOLID CONNECTION CS 16 TDP MASONRY USE P.T. SYP *2 1. ADJACENT NAILS ARE w/ SHEATHING FASTEN w/ROOF CHORD TO 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE TO T SHEATHING CHIMNEY CEA.HI APA RATED t' -o " ATTACHED W/(4) 0.131 x 31/2" NAILS IT MASONRY W/ 1/4" DIA. X 3" TAPCONS 's 6 O.C. MAX. NOTES SIDES OF THE COLUMN 2. ALL NAILS PENETRATE - - / BLOCKING w x 5" WOOD SCREWS 9 4" CORNER SHEATHING. SSE NAILING SCHEDULE M�tX INTERSECTING : LEAST 3/4 OF THE m O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR s BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST TRUSSES 6 24: O.C. ATTACHMENT. U.N.O. s 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" (U SIMPSON LSTA12 EACH END OF "L" 1/2" CEILING GYP BD W/ 5d COOLER NAILS 1" O.C. ATTACHMENT. 3. WHEN INSTALLING 5IMP50N PRODUCTS REFER DIA, X 51/2" LAG SCREWS OR EQUAL = _ 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 (SPACE AS SHOWN FOR ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" AREA (4 BAY OR 8 ft SPECIFICATIONS. 3 -PLY) NAILS EACH END 2x4, 2x6, OR 2x8 ;. FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X 5YP *2 AND SAME T Down CI 4. FOR 5 -PLY, PROVIDE 1/4" ° M .Frame . DEPTH AS RAFTERS (PT AT MASONRY DIA. X 1" LAG SCREWS O.G. SEE FLOORCONTACT). S -g scALE: Nrs OR EQUAL (SPACE AS 1 g Fireplace Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES e 24" O.G. SHOWN FOR 3 -PLY) - 5. REFER 70 NDS SECTION $� SCALE• NITS 2 BLOCKING � Al FLAT OR CATHEDRAL 153 FOR ADDITIONAL 1 SHEATHING SEAMS, (1) 5IMP50N HIDA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING UN.O. S-3 SCALE: NTS V-0" M,4X APA RATEDPRE-ENGINEERED APA RATED SHEATHING. SEE NAILING SHEATHING. SEE X TRUSSES 6 24" NBRACEC WALL HEIGHT *2 SYP 8'-0'.' 2x4 6 16" c.c. 8'-8" 2x4 -0 16" o.c. 9'-0" 2x46 16" c.c. 9'-4" 2x6 6 16" c.c. 10'-0" 2x6 0 16" c.c. 1n NOTES: INFORMATION TYPICAL A7 ALL LOAD CEARING SYP. L OMPONENTS, LUMBER ° TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." "LUMBER DEPTHS (2) 2"x LAMINATIONS l3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ @,131 x 3" ATTACH w/ (2) ROWS OF w/ SIMPSON SDS25600 WOOD BE SUBSTITUTED FOR R.S. NAILS 0.131 x 3" RS. NAILS 6 6" SCREWS STAGGERED 6 6" ANY STUD WORK AT 16" STAGGERED 6" O.C. O.G. ALONG THE LENGTH O.G. ALONG THE LENGTH OF OG MAX. SPACING (*2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MIN.)" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" NAILING SCHEDULE O.C: � SCHEDULE TABLE. FOR ATTACHMENT. 8" USE (3) ROWS. USE (2) ROWS 6" O.G_ TABLE FOR o uN.o. 142 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table Q T . NailingSchedule for Built-UpColumns &BEAMS ATTACHMENT. UN.O. N SEE DETAIL A S-3 S 3 SCALE: NTS ON THIS SHEET NOTE: THREE E OMPRE5510N WEB SCALE:NTS DROPPED MORE REPEATED (TYP) IDENTICAL TRUSSES 60 GABLE END FOR SLOPING OR SEE EXPANDED OUTRIGGER SHALL HAVE �o� VERTICAL WHEN TRUSS 4 STUD ARE CONTINUOUS 20'-0" 20'-0" DIAGONAL BRACES. NOTE: ALIGNED SIMPSON TWIST BLOCKING (1) 5IMP50N 1. SEE TRUSS BOTTOM. CORD LSTA12 STRAP 2x4 BLOCKING V2 CEILING GYP BD W/ STRAP TYPE CONNECTOR DIAGRAM A7TA H �� (AS REQUIRED BY ONTINUOUS PERMANENT LAT A � BRACING 1X4 I� k o Z LU 111 m Q s� SCALE: NTS S-3 SCALE: NTS 4 -O H Ig h B NOTE: SEE TRUSS LAYOUT C GABLE END. BRACING g FOR ANY ADDITIONAL o Frame Wall Truss Connection DetailR Gable & Cig Bracing Dia ram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED S 3 SCALE: NTS S-3 SCALE: NTS (4) ROWS OF TRUSSES -- - NOTE: GED W/ (2) 5d COOLER NAILS 1 48" O.G. 0.131 x 3 1/2" RS. O.C. OR EQUAL, ER L BCSI) BRACE (CLB) IHTS/M7S) MAY BE NAILED TO TRUSS 4 STUD MANUFACTURER S MIN. VORTEX ENGINEERING, LLC., AND SHALL BE TOENAILS EACH DIAPHRAGM AREA (4 PRO -ECT. USE OR COPY 15 PERMITTED BY BELOW. NO 5PH4 IS WHEN STUD IS TRUSS ENCsINEERINCx CUT SHEETS FOR KTHOUT WRITTEN APPROVAL OF VORTEX NEW=■�11111 END, UNO. BAY OR 8 ft FROM HETA 20 48" O.G. MASONRY WALL) �I/2" THE EXPRESS APPROVAL OF VORTEX NEEDED le THIS STUD. e NOT ALIGNED ADDITIONAL HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED ATTACHED TO GYP BD BOTTOM CHORD OF FEAT OR CATHEDRAL ERMANENT DIAGONAL BRACE 1/2" CEILING NOTE: 1' WITH A TRUSS ✓ AND/OR WHEN PERMANENT BRACING REVISIONS BY GABLE • GYPSUM BD NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT 4 "AT 2x6 WALLS USE SPH6 TRUSS STRAP IS CONNECTORS IN LIEU OF ° THAT MY BE REQUIRED. "T" CLB DIACONAL BRACE AS DK/PK ' NOTE: CROSS BRACING 4 SHOULD BE REPEATED NOT DIRECTLY 5PH4 CONNECTORS SHOWN. ° ° ATTACHED TOREQUIRED 2. BRACING MAY BE BY 8" MASONRY WALL ALL BLOCKING TO BE APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE SPHS STUD USE ll) USED IN PLACE OF BCSI WI(I) *5 REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.C. TYP. IN 1x4 MIN. BRACING W/(3) 0.131 x CONNECTORS IN LIEU OF SIMPSON SPH4 SPH4 CONNECTORS SHOWN. BRACING o w Z_ 3 1/2" NAILS 6 INTERSECTING OR 6P2 FOR WALLS LARGER THAN PROVIDED IT EXTENDS 00M QZNvf W Z WEBS 2x8, USE SIMPSON ON TYPICAL HIDA CONFIGURATION, DO NOT NAIL EACH SIDE OF STUDD T TO OVER LEAST 9Oio OF THE WEB. Q E 3 p[ IL Vr LU maZZ WZKW> J Q Z ° THROUGH OTHER STRAPPING/CONNECTORS: BOTTOM PLATE 4 S Q - 2 cGable Section - For Gable Less Than CLB Diagonal Brace 20' Max Intervals Detail 5P2'5 ON EACH SIDEE OOF REFER TO CONNECTOR NOTES FOR FRAME TO F °° TRUSS CONNECTIONS. STUD TO TOP PLATES. ° 130. JM �' o cn S-3 � � � ■tO ®® j N UN.O. L/'1 rn N I� k o Z LU 111 m Q s� SCALE: NTS S-3 SCALE: NTS 4 -O H Ig h B NOTE: SEE TRUSS LAYOUT C GABLE END. BRACING g FOR ANY ADDITIONAL o Frame Wall Truss Connection DetailR Gable & Cig Bracing Dia ram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED S 3 SCALE: NTS S-3 SCALE: NTS (4) ROWS OF TRUSSES -- - NOTE: ■■■u■ 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 PRO -ECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDL.ES5 OF HOW MINOR, KTHOUT WRITTEN APPROVAL OF VORTEX NEW=■�11111 EXECUTED FROM THESE PLANS WITHOUT - THE EXPRESS 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 NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o0 Z 1- ^W O H Lu in W w 'W m O Ot-DOQ W0=w wOf=U� Z_ o�c �jOWo = = C'4 N u' K1 Q Q Z Q W =Zoo z�a�29 CA J 00M QZNvf W Z QKmFLL� V' N i -Q 22Z W O O Wy �W=u; W�°�Q� u- Zw>WO W W �OU WZ�-" L 3 p[ IL Vr LU maZZ WZKW> J Q Z W Q Q- W W-., Q Q - 2 co 0C Q 130. JM �' o cn ■tO ®® j N u.i L/'1 rn N ® W 00 �-: a 00 cn o LU H 2 w C-4 Ln Z wO .' 00 N *k Z LL ^O Q Y w Z cr1 0 ,;,� LU Jai r -I U 00 LL X Q � Q LU Z N n - LO^ a 0 i 11I1��� o u, • �C: O d LLI0 DATE 03-00-10 SCALE NorEo DRAWN MK/PDK JOB - r I MeMMI01111 I� k o Z LU 111 m Q s� SCALE: NTS S-3 SCALE: NTS 4 -O H Ig h B NOTE: SEE TRUSS LAYOUT C GABLE END. BRACING g FOR ANY ADDITIONAL o Frame Wall Truss Connection DetailR Gable & Cig Bracing Dia ram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED S 3 SCALE: NTS S-3 SCALE: NTS (4) ROWS OF TRUSSES -- - NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PRO -ECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDL.ES5 OF HOW MINOR, KTHOUT 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. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o0 Z 1- ^W O H Lu in W w 'W m O Ot-DOQ W0=w wOf=U� Z_ o�c �jOWo = = C'4 N u' K1 Q Q Z Q W =Zoo z�a�29 CA J 00M QZNvf W Z QKmFLL� V' N i -Q 22Z W O O Wy �W=u; W�°�Q� u- Zw>WO W W �OU WZ�-" L 3 p[ IL Vr LU maZZ WZKW> J Q Z W Q Q- W W-., Q Q - 2 co 0C Q 130. JM �' o cn ■tO ®® j N u.i L/'1 rn N ® W 00 �-: a 00 cn o LU H 2 w C-4 Ln Z wO .' 00 N *k Z LL ^O Q Y w Z cr1 0 ,;,� LU Jai r -I U 00 LL X Q � Q LU Z N n - LO^ a 0 i 11I1��� o u, • �C: O LLI0 DATE 03-00-10 SCALE NorEo DRAWN MK/PDK JOB - o Sheet content: Structural Details Sheet number: 53-142 ° WINDOW SILL - CAULK's WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M ORS SEE FOUND. PLAN MORTAR PER ASTM -G 210. ° 5/8" CEMENTITIOU FINISH PER FBCR 103.1.2 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Tvpical Two Story Wall Section S 4 SCALE: NTS WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK a 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR S SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 C ° A. FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE a INFO. --'�Tvpical Two StorV Wall Section �_ W/O Floor System SCALE: NTS 1 NOTE: CONTRACTOR TO VERIFY ALL DIMEN510NB NOTE: TO ENGINEER PRIOR TO STARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE WINDOW SEE FLOOR PROJECT. USE OR COPY 6 PERMITTED BY "AT 2x6 WALLS USE SPP6 PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY CONNECTORS IN LIEU OF HARMLESS TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLAN FOR SIZES FOR ADDITIONAL CONDITIONS. SPN4 CONNECTORS SHOWN. BY NEW CODE UPDATES DK/PK REVISIONS INSULATION PER AT 2x8 WALLS USE SPPS REVISIONS WINDOW SILL CAULK 6 WINDOW DK/PK REVISIONS CONNECTORS IN LIEU OF DK/PK WINDOW SILL CAULK WINDOW COMMUNITY SPECS Lu o p 0 J H Z O Z W O t n l7 W - Lu 5PN4 CONNECTORS SPOWN. w m W O_ F p O Q a- p p O F 2 a p- 30=w t1 - Lu -o� w:5a 3gZZL D N =Zzz oN�22z N J w NOTES: FOR WALLS LARGER THAN OR ENERGY CALCS oC tnma LL F"pHp-ZWYWO .i OCp O wZ2� - a OG. ILL Y C J 6z -Z E W W? J 3Z>� Z 1. WHEN WALL IS PARALLEL TO FLOOR SYSTEM 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD t0 O O Qri 1/16" APA RATED SHEATHING .v.1 2 x 4 SILL Lu STRAP TO TOP 4 BOT. CORD OF TRUSS. BOTTOM PLATE 4 S ®®� ix 'IT Ln 0®- ap J 00 tD %5L. w N 3 Ln Z w Od 0 *k MIN., NAIL PER SCHEDULE Y w ? Z ; c 0 SIMP50N L6TA30 w/ 22 -10d NAILS 6 24" O.C. OOF 51=2'5'S ON EACH SIDEEF J -j LL X a Q W g vi a �O^ a 0 > `D DETAIL "0" ON SHEET 5-2 .1 i MAX OR EACH STUD. STUD TO TOP PLATES. INSULATION PER �Q 1z, AD4 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN UN.O." 2X FRAME WALL SEE TABLE COMMUNITY SPECS ORENERGY CALCS 2X FRAME WALL SEE TABLE c v Lu Q DATE 03-063-18 SHEATHING CONTINUOUS TO TOP OF MASONRY.ENGINEERED "N" ON SHEET 5-3 FOR JOB 4 "N" ON SHEET 5-3 FOR ROOF TRUSSES 624" O.C. MAX. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGINEERED TOP PLATE 1/2" GYPSUM BOARD FLOOR) INSULATION PER ENERGY CALCS. ROOF TRUSSES12 1/2" GYPSUM BOARD TE 3. ALL WALLS TO BE CONSIDERED SHEAR 624" O.C. MAX.\—SIMPSON 6PN4 SEE SIMPSON 5PP4 NAIL PER SCHEDULE DETAIL RESISTING COMPONENTS 12 6 EACH STUD TO TOP PLATE ELE 6 EACH STUD 4 NAILED SEE SCHEDULE DETAIL "O" SEE SEE ELEVATION TO TOP PLATE ON SHEET 5-2 ELE WALL CONNECTION W/O WINDOW PAGES FOR ROOF COVERING WALL CONNECTION W/O WINDOW 4 SHEATHING INSULATIONDETAIL PRE ENGINEERED WOOD BAFFLE ���• SEE ELEVATION PAGES FINSULATION _FLOOR TRUSSES 6 24" O.G. ROOF COVERING 4 BAFFLE � .• •3 2 x 4 SOLE PLATE SHEATHING DETAIL BOLT" 4 WASHIMBED SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT 4 z� t� i SIMPSON G516 OR SIMPSON PAGES FOR SOFFIT 4 FASCIA DETAIL INSULATION PER COMMUNITY FASCIA DETAIL _ 9 M6TA36 6 32" O.G. OR EVERY STUD, TYP., AS SPECS OR ENERGY CALCS BLOCK DOTHER EEDED INSULATION PER COMMUNITY SPECS OR ENERGY CALCS USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT. IN EACH. (2)-2x WD. HEADER (U.N.O.) W/ O •.•• *2 1/2" GYPSUM CEILING BOARD % 2x4 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST 1/2" FLITCP PLATE SEE FLOOR (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACEDbd �i •••. . (INSET) HEADER (U BEE LENGTH OF MASONRY WALL TOP) IS LES I/2" GYPSUM CEILING BOARD 1/2"TRUSS PLAN FOR EXACT SCHEDULE 2x4 FLA7WI5E VERT. HURRICANE ANCHORS EACH a FL FLOOR PLAN FOR E R E THAN OR EQUAL t0 6'-6" AND DOUBLE BLOCKIN , SIMPSON HETA20 32" O.G. IF COURSE SHOWN IS NOT NOTED AT THE SEE TRUSS LAYOUT FOR STRAPPING INFORMATION. SCHEDULE AS NEEDED TO ACHIEVE FULL HURRICANE ANCHOR 6 EACH FLOOR PLAN, IT IS ACCEPTABLE TO USE NAILING IN STRAPS. .. MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05IX TRUSS SEE TRUSS LAYOUT FOR 2x4 *2 SYP RIM w/ (5) 0.131 xTRUSSES DBL. 2 x 8 SYP TOP PLATE W/ BARS CONT. IN LIEU OF THE DOUBLE ELEVATIONS STRAPPING INFORMATION 3 1/2" NAILS EA. TRUSS JOIST `'°e 1/2" CEILING GYP. BOARD SEE COURSE SHOWN IN THIS DETAIL.) - �md WINDOW SEE FLOOR (INSET) NOTE ON N-1 PAGE FOR SE4: SPECIFIC NOTATIONS ON FLOOR PLAN S UDS�21 NAILS' EACH. PLAN FOR SIZES DBL. 2 x 4 SYP TOP PLATE W/ GARAGE APPLICATION SHALL CONTROL. SHEATHING TO BE FLUSH W/ 5IMP50N 6PH4 6 16" O.G. EACH STUD (12) 10d NAILS EACH. ELEVATION GYP. BOARD BLOCK IX P.T. FURRING 1IORIZ RETURN GYP. BOARD BEAM POUR SOLD (2500 PSI) RETURN SEE TRUSS LAYOUT FOR WINDOW SILL - CAULK's WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M ORS SEE FOUND. PLAN MORTAR PER ASTM -G 210. ° 5/8" CEMENTITIOU FINISH PER FBCR 103.1.2 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Tvpical Two Story Wall Section S 4 SCALE: NTS WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK a 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR S SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 C ° A. FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE a INFO. --'�Tvpical Two StorV Wall Section �_ W/O Floor System SCALE: NTS 1 NOTE: CONTRACTOR TO VERIFY ALL DIMEN510NB IN FIELD AND REPORT ANY DISCREPANCIE5 TO ENGINEER PRIOR TO STARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE WINDOW SEE FLOOR PROJECT. USE OR COPY 6 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLAN FOR SIZES FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS INSULATION PER DK/PK REVISIONS WINDOW SILL CAULK 6 WINDOW DK/PK REVISIONS GEN NOTE REVISED DK/PK WINDOW SILL CAULK WINDOW COMMUNITY SPECS Lu o p 0 J H Z O Z W O t n l7 W - Lu W w m W O_ F p O Q a- p p O F 2 a p- 30=w t1 - Lu -o� w:5a 3gZZL D N =Zzz oN�22z N J w OR ENERGY CALCS oC tnma LL F"pHp-ZWYWO .i OCp O wZ2� - a OG. ILL Y C J 6z -Z E W W? J 3Z>� Z WQao WWa Q Lu P LL cc Lu LL1 tz O O Qri 1/16" APA RATED SHEATHING .v.1 2 x 4 SILL Lu ®� ZM _ c/ 1 aM ®®� ix 'IT Ln 0®- ap J 00 tD 2 x 8 SILL w N 3 Ln Z w Od 0 *k MIN., NAIL PER SCHEDULE Y w ? Z ; c 0 a 1= - W W V 00 J -j LL X a Q W g vi a �O^ a 0 > `D DETAIL "0" ON SHEET 5-2 .1 i •O. INSULATION PER �Q 1z, 2X FRAME WALL SEE TABLE COMMUNITY SPECS ORENERGY CALCS 2X FRAME WALL SEE TABLE � v Lu Q DATE 03-063-18 SCALE NOTED "N" ON SHEET 5-3 FOR JOB "N" ON SHEET 5-3 FOR SPACING. SPACINGS. 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 "O" "O" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD ���• _FLOOR TRUSSES 6 24" O.G. INSTALL 1/2" DIA. x 8" "J" � .• •3 2 x 4 SOLE PLATE BOLT" 4 WASHIMBED CENTERED ON z� t� i SIMPSON G516 OR SIMPSON WALL. _ 9 M6TA36 6 32" O.G. OR EVERY STUD, TYP., AS Z BLOCK DOTHER EEDED USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT. IN EACH. 5IMP50N SPINS O •.•• *2 % 2x4 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACEDbd �i •••. . (INSET) LENGTH OF MASONRY WALL TOP) IS LES 2x8 PT SOLE PLATE 2x4 FLA7WI5E VERT. a THAN OR EQUAL t0 6'-6" AND DOUBLE BLOCKIN , SIMPSON HETA20 32" O.G. IF COURSE SHOWN IS NOT NOTED AT THE AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOISTS. 624" O.G. FLOOR PLAN, IT IS ACCEPTABLE TO USE NAILING IN STRAPS. .. MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05IX P.T. FURRING HORIZ 2x4 *2 SYP RIM w/ (5) 0.131 xTRUSSES BARS CONT. IN LIEU OF THE DOUBLE 3 1/2" NAILS EA. TRUSS JOIST `'°e 1/2" CEILING GYP. BOARD SEE COURSE SHOWN IN THIS DETAIL.) - (INSET) NOTE ON N-1 PAGE FOR SPECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLICATION SHALL CONTROL. SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING 1IORIZ ND BEAM POUR SOLD (2500 PSI) SEE TRUSS LAYOUT FOR W/ 2 - *5 REBAR CONT. HORIZ. STRAPPING INFORMATION = MIN. LAP 25" I x 6 P.T. CURTAIN NAILER B OPENINGS 1 x 6 P.T. CURTAIN NAILER e OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 8.. GONG. K.O. BLOCK BOND SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE BEAM POUR SOLID W/ I -'5 REBAR CONT. HORIZ. MIN. LAP = 25" I x P.T. BUCK STRIP 1 x P.T. BUCK STRIP WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW SILL - CAULK's WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M ORS SEE FOUND. PLAN MORTAR PER ASTM -G 210. ° 5/8" CEMENTITIOU FINISH PER FBCR 103.1.2 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Tvpical Two Story Wall Section S 4 SCALE: NTS WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH GONG. BLK a 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR S SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 C ° A. FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE a INFO. --'�Tvpical Two StorV Wall Section �_ W/O Floor System SCALE: NTS 1 NOTE: CONTRACTOR TO VERIFY ALL DIMEN510NB IN FIELD AND REPORT ANY DISCREPANCIE5 TO ENGINEER PRIOR TO STARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 6 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Lu o p 0 J H Z O Z W O t n l7 W - Lu W w m W O_ F p O Q a- p p O F 2 a p- 30=w t1 - Lu -o� w:5a 3gZZL D N =Zzz oN�22z N J w 2E ac z 5 =�Q=zw O O oC tnma LL F"pHp-ZWYWO .i OCp O wZ2� - a OG. ILL Y C J 6z -Z E W W? J 3Z>� Z WQao WWa Q Lu P LL cc Lu LL1 tz O O Qri M .v.1 ZD �o Ln Lu ®� ZM _ c/ 1 aM ®®� ix 'IT Ln 0®- ap J 00 tD UJ t- 00 M Lu H O w N 3 Ln Z w Od 0 *k Z LL Q Y w ? Z ; c 0 a 1= - W W V 00 J -j LL X a Q W g vi a �O^ a 0 > `D Fiji .1 i •O. 0 �Q 1z, � v Lu Q DATE 03-063-18 SCALE NOTED DRAWN MK/PDK JOB iheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING 6 48" 0/C 6PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL ND FLOOR FRAMING AT 2x8 WALLS USE SPHS FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF SIMP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 5PH4 CONNECTORS SHOWN. STUD WITH 12-10d x 11/2 COMMON TOE NAILS SfMPSON CS16 OR MSTA36 STRAP FOR WALLS LARGER THAN NAILS. 32" O.C., EVERY OTHER 2x8, USE SIMP50N SPI S ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW 6P2B ON EACH SIDE OF FOR APPROPRIATE LOOK JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. UN.O." SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED g WEEP SCREED INSTAILED PER MAX. 16" O.G., SEE MANUR 5IMP50N HETA20 32'1 O.C. MAX. 2x4 S.Y.P. "2 RIBBON 2"X4" CROSS BRACE W/4 -10d s EA. FLOOR 6 48" OIG FOR THE TRUSS. 16T 2'-0" OF END WALL G516 OR MSTA 36 W/ (4) 0.131X3 1/2" EA. END 32"O.C. (36" LONG)INTO 2"X4" BLOCKING N FROM EA. STUD TO - (2X12) WOOD BLOCK OR FLOOR JOIST DECKfNG 2x12 SYP *2 WOOD 3-0.131 x 31/2" EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d PETA20 6 32" O.C. ON THE 6 4&" 0/C FOR THE FIRST 2ND FLOOR FRAMING TOENAILS. 8'-0" OF END WALL FROM .INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED 6IMP50N CS16 OR M5TA36 OR W/ l3) ID.X 3" TOE NAILS EQUAL AT EACH STUD, 70 STUD NOTE: (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N75-3 FOR STUD INFORMATION BLOCKING. SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR IF UNDECOR -JOIST-SEE FRAMING PLAN ATTACH TRUSSES PER UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" FRAMING NOTES. .F B -ALT.- Frame/Mason Connection #1 TRUSSES ARE PARALLEL, PROVIDE S-5 SCALE: NTS BLOCKING AT 24" O.C. NOTE: AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING Q 0.131"x3-1/2" TOENAILS DELINEATED MSTA3(o OR CSI�o OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: SET. (MIN. STUD GRADE 2"X4" GROSS BRACE HETA2m WHICH IS NOT SYP) A7 2x6 WALLS USE SPH6 6 ALIGNED W/ TRUSS VERT. PROVIDE A MINIMUM 4&" O/C FOR THE ) " OF END WALL WEB USING 2-0.131" X 3 1/2" 2 PLY END STUD AT CONNECTORS IN LIEU OF 15T 2'-0 1' l4ID.131X3 1/2" � EA. END EACH END OF SPH4 CONNECTORS SHOWN. INTO X4 BLOCKING AT 2xa WALLS USE 6PHL3 TOENAILS e EA. END. SEGMENT CONNECTORS IN LIEU OF CROSS STRAPS WITH ll INSTALL STH (1) 6PH4 CONNECTORS SHOWN. - FULL DEPTH 0.131"x3-1/2" NAIL AT EAC FOR WALLS LARGER THAN BLOCKING A PASSING STUD AND 2x8, USE SIMPSON SPI'S ON SHEATHING EDGES 2x STUDS BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD TO MINIMUM AT EACH END TC BOTTOM PLATE 4 SIMPSON w/ (3) 0.131"x3-1/2" 16" O.C. TOP AND BOTTOM 2\ TOENAILS EA. END PLATES/END STUDS. SP2'S ON EACH SIDE OF STUD 70 TOP PLATES. UN.O." FLOOR 0 0 CONSTRUCT WALL = STRAPS SHOULD BE C AS LOAD BEARING DIAGONAL AND AT 45 5IMP50N SPH4 70 2"x4" PANEL BLOCKING 48" O.C. FO JOIST WITH UPLIFT REF. _ DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. LU LU RELATION TO BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD (TYP) 5IMP50N HORIZONTAL. TYPICAL. ATTACHED W/ (2)16d TOE NAILS. SIMPSON HTT4 OR EQUAL AT EACH 0 1/2" DIA NUT END OF SEGMENT W/ MIN. 1-1/4" DIA x 1/8" .i. WHEN GROSS BRACE ANGLE fu - 1R° DIA ALL WASHER GREATER THAN 45' EXTEND _PANEL THREAD ROD FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD IS OVER A 1/2" DIA /2" DIA SPACING 4 SIZE OF 000 VOID SPACE, ANCHOR BOLT COUPLING WALL STUDS. STUDS00i INSTALL SOLID 2X SHALL BE INSTALLED.01 JOINT BLOCKING BELOW. A.B. EXTENSION DETAIL m MAX. 16" O.C. o TYP. COUPLER NUT INSTALL 5/8" THREADED ROD IN ``� •• . SIMPSON SET DIA. 1/2" J -BOLTS 2"x4" CROSS BRACE 6 48" O.C. FOR � � • EPDXY OR EQUAL OR WITH SIMPSON • WITH 6" MIN SET EPDXY 5" THE 1st 2'-0" OF END WALL W/ l2) 10dx3" = �; EMBEDMENT, AT CROSS STRAPPED EMBEDMENT 6 24 2X4 RIBBON 6 EA. END INTO 2"x4" BLOCKING. =_ _ • SEGMENT, IF SHEATHING IS W/ 3-16d (ANGLE NOT TO EXCEED 45°) SEE "' IllHEN _ :►Zig GYPSUM WALLBOARD, , • ATTACH WITH 6D COOLER ., :.: EA. TRUSS. ••} WHEN ANGLE IS GREATER THAN 45', DISTANCE IS CMU WALL - SEE 2X BOTTOM PLATE WITH l4) NAILS AT 7 O.G. OR % X O =� CROSS BRACE 48 O.G. FOR THE 15t LESS THAN 2'-0" �,► �•-.. FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING 1-1/4" SCREWS 6" O.C. TYP. ALONG EDGES AND 12" O.C. 4' -ID" OF END WALL. THE FIRST BAY ��/���% MORE INFO. TRUSS OR NAILS ALONG THE BOTTOM PLATE INTO A IN THE FIELD. IF 1 PARALLEL TRUSS/RIM JOIST SHEATHING IS OTHER THAN GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. SCHEDULE AT O/S2. NOTE: SIMPSON A35 ANGLE REFER TO TYPICAL 2 -BYOB SEE 'N'/S-3 FOR STUD INFORMATION W/ S 11/2" WALL SECTION FOR NAILS EA. STUD TO TOPCHORD INFORMATION NOT SHOWN . Cross Strapping Detail ALT. Frame/Masonry Connection #2 rE Floor Truss Parallel To Brg. Wall 2x4 BEARING S-5 scALE: NrsS-5 SCALE: NTS $ 5 SCALE: NTS WALL W/ STUDS g 16" O.C. 1/16 APA RATED WOOD SHEATHING SIMPSON 5PH4 EA. STUD _ NOTE: NOTE: AT 2x6 WALLS USE 5PH6 AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF PRE-ENGINEERED PRE-ENGINEERED SPH4 CONNECTORS SHOWN. ENGINEERED ROOF FLOOR JOIST ROOF TRUSSES TRUSSES 624" O.C. SPH4 CONNECTORS SHOWN. TRUSSES -824" O.G. AT 2x8 WALLS USE SPHS AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE SIMPSON BPI'S ON INSULATION PER ENERGY CAL GS 2x8, USE 5IMP50N BPI'S, ON INSULATION PER ENERGY CALCS CEILING BOARD PER EACH SIDE OF STUD TO EACH SIDE OF STUD TO ARCH. PLANS BOTTOM PLATE 4 5IMP50N 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD SON EACH SIDE OF STUDTUD HURRICANE ANCHOR a EACH TRUSS SP2B ON EACH SIDE OF HURRICANE ANCHOR -a EACH TRUSS Rx TO TOP PLATES. UN.O." PROVIDE CONTINUOUS STRAPPING STUD t0 TOP PLATES. UN.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION t0 FOUNDATION HTS16 W/ 16-10d 2x4 BLOCKING w/ NOTE: DBL. 2X TOP PLATE EA. TRUSS TO 3-0.131 x 31/2" RS. "AT 2x6 WALLS USE SPH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 2x4 SOLE PLATE2x4 SOLE PLATE DBL. 2X TOP PLATE 14ANGERPER TRUSS PRE-ENGINEERED SPH4 CONNECTORS SHOWN. PROVIDE (2) 16d SPH4 9 EA. STUD 5PH4 9 EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS USE SPH& COM s EACH TRUSSPROVIDE (2) 16d CONNECTORS IN LIEU OF 1/2" GYPSUM COM 6 EACH TRUSS 5PH4 CONNECTORS SHOWN. 1/2" GYPSUM H Floor Truss To Girder Connection FOR WALLS LARGER THAN SIMPSON C516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR ADHESIVE SIMPSON CS16 W/ MIN (22) 10d S 5 2x8, USE SIMPSON SPl'S ON COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "O" COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR ADHESIVE 11ID5 MAX 24 O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "O" SCALE:NTS EACH SIDE OF STUD TO 1105 MAX 9 24 O.C. MAX OR ON SHEET S-2 " BOTTOM PLATE 4 6IMP50N EACH STUD WRAP UNDER TOP EACH STUD WRAP, UNDER TOP ON SHEET 5-2 6P2'S ON EACH SIDE OF PLATE (1ST FLR) PRE ENGINEERED WOOD PLATE (IST FLR) PRE ENGINEERED WOOD t0 TOP PLATES. FLOOR TRUSSES 24" O.C. FLOOR TRUSSES 6 24" O.C.` EXTEND SHEATHING TO UN.O." 2x4 "2 SYP RIM w/ l3) 2x4 "2 SYP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRUSS 16d NAILS EA. TRUSS WALL GIRDER JOIST (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD STUDS 16" O.G. PROVIDE (3) 0.131 X 2X BEARING WALL W/ SIMPSON MT516 3-1/2" TOE NAILS AT EACH FLOOR TRUSS FLOOR TRUSS TO WALL 24" O.G. MAX. LOOK TFRU55 E 1/16 APA RATED RE -ENGINEERED 1/2" GYPSUM CEILING BOARD W/ KN GK - 1/2" GYPSUM CEILING BOARD W/ KN CK - FLOOR TRUSS ��WOOD SHEATHING FLOOR TRU5S BELOW DOWN DRAG FINISH SEE NOTE ON N -I PAGE 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ SEE GENERAL NOTE EA. E 1 x 3 1/2" TOENAILS DBL. 2X TOP PLATE w/ SIMPSON SPH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPH4 EA. END 16" O.C. w/ (12) 10d NAILS EACH -9 16" O.C. w/ (12) 10d NAILS EACH 2 x 4 RIBBON 1/2" GYPSUM BOARD ATTACHED TO EACH I/2" GYPSUM BOARD FLOOR JOIST WITH 3-0.131 x 3 In" NAILS 0 1/2" ANCHOR BOLT s 24" 1/2" ANCHOR BOLT 6 24" O.G. W/ NUT 4 2" SQUARE O.G. W/ NUT 4 2" SQUARE 5IMP50N C816 SIMPSON CS16 EA. STUD P7 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLATE w/ BY 1/5" WASHERS W/ MIN (22) 10d R1 BASE of 2x4 SIMPSON wl SPH4 EA. SIMPSON SPH4 Q EA. COMMONS (11 RIBBON BELOW SI . TR.N NTS16 e STUD w/ (10) 10d NAILS STUD w/ (10) 10d NAILS MIN. EACH END) EA. TRt188 EACH 4"GONG. SLAB. SEE EACH 4''GONG. SLAB. SEE IIIJ SIMPSO TYP. LOAD FOUND. PLAN FOUND. PLAN BEAM / GIRDER HETA20 REFER TO TYPICAL 2 -STORY WALL BEARIZ WALL ZL SECTION FOR INFORMATION NOT WNPLIFT CMU WALL SHOWN .° FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION 2x BOT. PLATE PRE-ENGINEERED • PLAN FOR SIZES 4 MORE INFO. PLAN FOR SIZES 4 MORE INFO. W/ 2-0.131 x 3 1/2" FLOOR TRUSS GCantilevered Floor Truss Over Wall NAILS s 6" O/C $-5 SCALE: NTS A Tvpical Two Story Interior Bearinq Wall Section KDTvpical Two Story Interior Bearing Shear Wall Section r,Second Floor Frame Connection Girder $-5 SCALE: NTS $-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI9CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HAPMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIONB ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK 0 0 0 O W F-ZOZ wvf(Jw oWLLO x�- fi WOWS O W S F� O Q d W �- 30xW W°Ear wt3gzz`^ U wui 0o� wOOWO a^ -I = N Uj11""Q �Qza� W N J. of M =Z00 ZZ ONQ��2Z Zv�u70w0 CCW G �..Q2t F}� x�axzW 0 � W822 H. ILL 4QFQ Q zc O Zw'Zi� XL W J LL cDZ_QF-�, LU QZZ 'y'�ZW� J - p Z CO x � Wkgo °J LU QLL] Q =Q�m '-aLLJ WIf N - o L o a UM e� (� Ln w Z E5 Ma N N cn -� LU 1- p 0000 M 00 w N O�0 Z wO d 00 O *k ZN � Q Y w Z cn0 LU Q ��U aLL LUg Ln n. a 00 > fill` t� .•� r d.Zr� �t • cc .� .. 0. J LIJ0 DATE p�3-27-l8 SCALE NOTED DRAWN r/K/PDK JOB - Sheet content: Structural Details Sheet number: DRYWALL FINISH V WHITE PINE 2 1141 DOOR U2' DRYWALL OVER FURRING ON x 0 CASING 036(0) (BI -PASS BLOCK WALL HELD DOWN I/2' DRS. PER (*36(o) llA(ox11/16 PLAN) 1/2' WOOD FILLER 36' OR 42' COVE MOULD 2x4 STAIR KNEE (#100) DETAIL PLAN SPECIFIC PER PLAN 2x6 STAIR KNEE WALL CAP Ix6 TRIM Ej � HEAD (WINDOW f+ bNm PER PLAN) IN (WINDOW PER PLAN) _ SILL COMPOSITE WINDOW SILL SQUARED DETAIL EDGES Ix(o TRIM (NICHE PER PLAN) BEAD BOARD COMPOSITE WINDOW PANELING SILL DRYWALL FINISH SQUARED DETAIL OVER FURRING ON EDGES BLOCK WALL INVERTED 2 1/4' DOOR CASING (*3661 ELEVATION (WINDOW PER PLAN) LINE OF WALL - BELOWLINE OF WALL 1x6 TRIM BELOW LINE OF TRIM -------- (NICHE BELOW ---------- LINE OF CASING PER PLAN) BELOW ----- ---------- ---------- DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL COMP061TE WINDOW DRYWALL FINISH SILL OVER 2x WALL (SEE PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN '' P-0' PLAN SPECIFIC PER PLAN SHIM A5 ,�_4� TEMP. GL. ENCLOSURE 1?EQD. SHIM AS ,1-4� REQ'D. 8' W. CORIAN jVARiY CAP INVERTED 2 1/4' --1 I' INVERTED 2 1/4' DOOR CA51NG ("3661 , DOOR CASING (03(o6) 2x 5TUD5 (PER 2x STUDS (PER w2x STUDS (PER STD. PLAN) STD. PLAN) :;t PLAN) BASE BASE 1 2' CABINET I/1' DRYWALL CABINET I/1' DRYWALL lt CABINET (L 3 1/4' BASE BD. 3 1/4' BASE BD. Ll 0366) 03661 QUARTER QUARTER 3 1/4' BASE BD. ROUND ROUND 036(o) CALI. TOP HIGH BAR TOP VANITY LOW- WALL SCALE: 1/2' : I'-0' SCALE: 1/2' -- I'-0' SCALE: 10' : I'-0' 8' W. CORIAN TEMP. GL. CAP ENCLOSURE TILE FINISH OVER WATER 2x STUDS (PER RESISTANT PLAN) WALL BD. rr SHOWER O' DRYWALL 3 1/4' BASE BD. 0'366) SECTION 1/2' DRYWALL BELOW CAP BATH PLAN SHOWER LOW WALL -8' W_ CORIAN CAP -TILE FINISH OVER WATER RESISTANT WALL BD. SHOWER SHOWER 5IDE7 TILE To WRAP IN WINDOW LRIFY TOP (WINDOW PER PLAN) SILL COMPOSITE WINDOW SILL SQUARED DETAIL EDGES INVERTED 2 1/4' :, DDDR CASING 0366) DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN LINE OF WALL BELOW AN SILL . )JECT 1/2' OUT ECEIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4': 1'-0' ELEVATION -------------J DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYPE WINDOW STOOL DETAIL SCALE: P • P-0' WINDOW )ETAIL I/4' DOOR CASING l"36(b) FLOORING / 5,45E BOARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY 5,45E 50AIRD 15 IN5TALLED. WHEN WOOD FLOOR 15 SELECTED 5,45E BOARD AND SHOE MOULD ARE IN5TALLED. DRYWALL FINISH OVER 2x WALL (SEE PLAN) Ix JAMB ROUNDOVER W/ WHITE PINE 2 1141 DOOR U2' DRYWALL ROUTER x 0 CASING 036(0) (BI -PASS 3 V4' BASE BD. HELD DOWN I/2' DRS. PER (*36(o) 2x6 WALL PLAN) 1/2' WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI -PASS PLAN) DRS. PER PLAN) I/Z�I �k 2 1/4' DOOR CASING 03661 HELD OVER 1/2' PLAN TYPE BI -PASS DRS. CASING DETAIL SCALE: r . r-0' MAIN HOUSE GARAGE pRYW'LLBASE BD. TO OVER LAP SLAB STEP AND C DRYWALL TRANSITION 3 1/4' BASE BD. 10, X366 ) TYPE BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' : I'-0' NOTE: DRAWINGS ON 11 "x1l" 5HEET WILL 5E ONE HALF THE 5CALE NOTED 5 1/4' CROW 3 045) 5 1/4" CROWN SCALE: r . 1'-0' tK8 ROUNDOVER W/ WHITE PINE ROUTER U2' DRYWALL ROUTER x 0 31/4' BASE BD. 3 V4' BASE BD. ("366) 2x6 WALL (*36(o) 2x6 WALL 36' OR 42' 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN IxlO ROUNDOVER W/ UNITE PINE 1 DAVIS BEWS DESIGN GROVP ROUTER x 0 1/1' DRYWALL 3 V4' BASE BD. 0 (*36(o) 2x6 WALL 36' OR 42' HIGH PER PLAN 00 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN vA-E:'' - "0' *JOB NU1BO 22066' GID PILE TEEN BUILDER 7D ISSUED 06-16-16 RENSED 07-07-16 10-05-16 11-02-16 1 DAVIS BEWS DESIGN GROVP x 0 -�� EST. 1994 Fz-- N; M� 0 a ;; L• 00 F 200 _ Ej � f+ bNm *JOB NU1BO 22066' GID PILE TEEN BUILDER 7D ISSUED 06-16-16 RENSED 07-07-16 10-05-16 11-02-16 TRIM DETAILS 0 7111.E TYPICAL TRIAL DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLOSMMR, FWRIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.CAM TAMPA • I7E1WEEi. -�� EST. 1994 Fz-- TRIM DETAILS 0 7111.E TYPICAL TRIAL DETAILS LJ -1021 STANDARD - 42" H. ROSETTE Ln STANDARD - 42 H. KNEEWALL KNEEWALL �FyF Mq� (DPT. LJ -6010 RAILING SHOWN) - C', - (OPT. LJ-6010LJ-4040 1 — _ RAILING SHOWN)NEWEL POST OPT. LIN-MG2KNUC44 JA Ix6 PAINTED BASE WROUGHT IRON BALUSTERS N PLATE It 92 _ - LJ -1011 LEVEL QUARTER TURN i- n n 3 1/4" BASE BD. t t �• /y N � � N AS APRON LJ -1011 LEVEL t j`� �'�" - QUARTER TU%Tl i t LJ -4040 �4/l NEWEL 2 LJ -d045 LJ -4040 i jww NEWEL POST i i N POST NE L POST NEWEL POST ; N r- _ X OPT. LIN-MG2KNUC44 I t WROUGHT IRON BALUSTERS j���,F' NEWEL 0 LJ -4010 LJ -4045 LJ -4042 LJ -4040 '��G• POST Ix12 SKIRT LJ -1021 _ _ _ 1x6 PAINTED BASE SECTION t �'�`� 1x6 PAINTED BASE SECTION i I�� BOARD ROSETTE - f PLATE `� G 1x12 SKIRT �� �x,� = CUT THRU�'�� .�%v BOARD PLATE CUT THRU-\'�� -- �" WALL .� `� �:�<` > LJ -6010 1x12 SKIRT 3 U4 BASE ��'�� > 3 I/4 BASE WALL LJ -6010 TYPICAL NEWEL POST PROFILES RAILING - BOARD AS APRON LJ -(2010 AS APRON RAILING N.Ts. = RAILING \ - BASE LJ -5015 WOOD BASE - ASE LJ -1041/8 CAP BALUSTERS �= BAP S -TURN __ CAP 5 -TURN MOULD (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 _ MOULD STANDARD - LJ-8014MR1 _ STANDARD - LJ-8014MRI 1x12 SKIRT TREAD FOR CARPET LJ -5015 WOOC)_ TREAD FOR CARPET LJ -5015 WOOp TREAD FOR CARPET BOARD _ _ (OPT. LJ -8010 SERIES BALUSTERS = _ (OPT. LJ -8010 SERIES BALUSTERS _ - (OPT. LJ -8010 SERIES o TREAD SHOWN) (3 PER TREAD) - TREAD) (3 PER TREAD) TREAD) LJ -8095 OAK 1x8 PAINTED LJ -8095 OAK 1x8 PAINTED LJ -8095 OAK = LINEAL COVE _ RISER LINEAL COVE RISER LINEAL COVE MOULDING MOULDING _ MOULDING - LJ-8010MR1 LJ-8010MR1 BASE OAK TREAD BASE OAK TREADBASE Ix8 PAINTED N � - - PER TM LEVEL PER TM LEVEL PER TM LEVEL �r 4 4 't 4 3 1/4" OR 5 1/4" 3 1/4" OR 5 1/4" 3 1/4" OR 5 1/4" RISER LJ -4042 Ixl2 SKIRT LJ -4042 1x12 SKIRT TURNOUT / 1045 NEWEL POST BOARD NEWEL POST BOARD 2 EA. - LJ -3018 RAIL 2 EA. - LJ -3018 RAIL LJ -3009 LJ -4010 AND POST FASTENER AND POST FASTENER BRACKET NEWEL P06T LJ -8010 STARTING STEP LJ -5015 LIH-HOLI5A5K44 LIH-HOL28ASK44 LIH-14OLMC44 LIN-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ H BACK GENE LI_ALAK01 G E N ERIC SWITC RIC STRAIGHT RUN GENE RIC TURN 0 UT W/ W00 D AND (2 EA. ADJ. KNUCKLE) STAIR DETAIL STAIR DETAIL CARPET STRAIGHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES N.TS. 05 N.Ts. N.T.S. STAIR AND RAILING RULES FOR MIN. HOLE DEPTH I" MIN. HOLE DEPTH FOR FOR BALUSTERS IN TO BALUSTERS IN TO NAND HAND RAIL (KEEP HOLE RAIL (KEEP HOLE I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT DEPTH THE SAME AT DEPTH THE SAME AT FITTING. EACH BALUSTER) EACH BALUSTER) 2 STU 111 L LJ -8090-5 O, 5 1/4" LANDING TREAD RAILING GENERIC STAIR FL WOOD SWITCHBACK OOR PLAN NEE 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO x D L w/ DRYWALL FIN oo 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL STAIRWELL. RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO I" MIN. HOLE DEPTH FOR I" MIN HOLE DEPTH FOR (DOUBLE KNUCKLE WOOD TREAD NOT REQUIRE HANDRAILS AT LANDINGS. 36" H. RAILING LJ -6010 RAILING Ixl2 SKIRT BD. BALUSTERS IN TO HAND LIH-HOLIKNUC44 LJ -8090-5 OAK (o. BALUSTERS (WOOL) OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 L BASE GAP MOULD RAIL (KEEP HOLE (S(NGLE KNUCKLE) FIRST RISER COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD 2x12 STRINGERS DEPTH THE SAME AT LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS FOLLOW SLOPE OF THE TOP RAIL. EACH BALUSTER) (3 PER TREAD AND EQ. (3 PER TREAD - ALTERNATE � LJ -404 42" H. LJ -1021 POST SPACED) KNUCKLES AND EQ. SPACED) SEE GENERAL STAIR NOTES 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. RAILING ROSETTE 36" H. RAILING 36" N. RAILING TYP. LEVEL 1 DECORATIVE /SELECT 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT A$ WELL. OPTION UPGRADES FOR STAIN COLORS. TYP. OPEN TREADS W/ TYP. WOOD BALUSTER METAL BALUSTER 2 O STRIP FLOORING 2 1/4" STRIP FLOO RING LJ -5015 WOOD LJ -4042 DETAIL I N STA L LATI O N DETAIL - I N STA L LATI O N D ETAI L IWVill ��111111���4 RAILING NorroscI&e NT5 Nrs LJ -5015 WOOD 3 1/4" BASE LJ -4042 BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE AS APRON DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND (3 PER TREAD) 0 3 1/4" OR 5 1/4" LINE OF LINE OF 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TYP. LEVEL 3 DECORATIVE BASKETS TO / SCROLL TO BE BASE CAP METAL BALUSTER BALUSTERS NEWEL POST FLOOR PLAN BALUSTERS NEWEL POST STAIRS INSTALLATION TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER DETAIL MOULD (3 PER TREAD) INSTALLATION DETAIL Ix12 SKIRT LJ-8010MRI 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH BOARD OAK TREADS LINE OF LINE OF PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN WHEN ONE SIDE BALUSTERS TO KNUCKLES TO REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER BE PARALLEL BE PARALLEL SUB TREAD LJ -8095 OAK TO TOP RAIL TO TOP RAIL LJ -8090-5 O, 5 1/4" LANDING TREAD RAILING GENERIC STAIR FL WOOD SWITCHBACK OOR PLAN NEE 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP "CONTINUOUS" LINEAL COVE MOULDING oo LI14-HOL2KNUC44 LJ -4042 NEWEL STAIRWELL. RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO I" MIN. HOLE DEPTH FOR I" MIN HOLE DEPTH FOR (DOUBLE KNUCKLE WOOD TREAD NOT REQUIRE HANDRAILS AT LANDINGS. Ixl2 SKIRT BD. BALUSTERS IN TO HAND LIH-HOLIKNUC44 LJ -8090-5 OAK (o. BALUSTERS (WOOL) OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 L BASE GAP MOULD RAIL (KEEP HOLE (S(NGLE KNUCKLE) 5 1/4" LANDING TREAD COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD 2x12 STRINGERS DEPTH THE SAME AT LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS FOLLOW SLOPE OF THE TOP RAIL. EACH BALUSTER) (3 PER TREAD AND EQ. (3 PER TREAD - ALTERNATE � LJ -404 42" H. LJ -1021 POST SPACED) KNUCKLES AND EQ. SPACED) SEE GENERAL STAIR NOTES 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. RAILING ROSETTE 36" H. RAILING 36" N. RAILING TYP. LEVEL 1 DECORATIVE /SELECT 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT A$ WELL. OPTION UPGRADES FOR STAIN COLORS. TYP. OPEN TREADS W/ TYP. WOOD BALUSTER METAL BALUSTER 2 O STRIP FLOORING 2 1/4" STRIP FLOO RING 9. ALL WOOD RISERS TO BE PAINTED WHITE. PICKETS AT STAIRS DETAIL I N STA L LATI O N DETAIL - I N STA L LATI O N D ETAI L IWVill ��111111���4 RAILING NorroscI&e NT5 Nrs LJ -8090-5 O, 5 1/4" LANDING TREAD RAILING GENERIC STAIR FL WOOD SWITCHBACK OOR PLAN NEE )14MRI ���`���������������`�` ,Nxl ��\���\�`��\�`�\\ DAVIS BEWS DESIGN GROVP -FULL HT. WALL LJ -4042 NEWEL NW N I" MIN. HOLE DEPTH FOR I" MIN HOLE DEPTH FOR NIco ^ WOOD TREAD z d BALUSTERS IN TO HAND BALUSTERS IN TO HAND L 2Jr GoIL L RAIL (KEEP HOLE RAIL (KEEP HOLE d - °° 00 PARALLEL TO TOP RAIL DEPTH THE SAME AT DEPTH THE SAME AT r EACH BALUSTER) EACH BALUSTER) z< � LJ -404 42" H. LJ -1021 POST Ix12 SKIRT BD. tY � NEWEL RAILING ROSETTE 36" H. RAILING 36" N. RAILING (SCROLL) 0144 POST LPLA4d (PLAIN) IPLAIN LJ -6010 RAILING LJ -6010 RAILING LJ -6010 36" H. RAILING LJ -4042 oe LJ -4042 RAILING RAILING NEWEL POST NEWEL POST LJ -5015 WOOD 3 1/4" BASE BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE AS APRON DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND (3 PER TREAD) 0 3 1/4" OR 5 1/4" LINE OF LINE OF TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE BASKETS TO / SCROLL TO BE METAL BALUSTER )14MRI ���`���������������`�` ,Nxl ��\���\�`��\�`�\\ DAVIS BEWS DESIGN GROVP -FULL HT. WALL LJ -4042 NEWEL NW N NIco ^ WOOD TREAD z d BE PARALLEL TO TOP RAIL / L 2Jr GoIL L L d - °° 00 PARALLEL TO TOP RAIL �b0 �N r )10MR2 z< � CARPET STARTS AT THIS RISER POST Ix12 SKIRT BD. tY � (DOUBLE BASKET) (SCROLL) 0144 LPLA4d (PLAIN) IPLAIN RAILING FULL OAK TREADS RAILING BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING LIH-HOL15ASK44 (SINGLE BASKET) A.. ADNUCK� LE) PER PLAN BASE PER TM LEVEL DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND LJ -4042 NEWEL POST 3 1/4" OR 5 1/4" BASKETS AND EQ. SPACED) 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE GENERIC WOOD / CARPET TYP. OPEN TREADS W/ WOOD METAL BALUSTER METAL BALUSTER STAIR FLOOR PLAN BALUSTERS AT STAIRS INSTALLATION DETAIL INSTALLATION DETAIL NOTE: DRAWINGzs ON 11 "x11 SHEET WILL 5E ONE HALF THE SCALE NOTES STAIR DETAILS *" NUMBER 24163.01• CAD FILE NAME 7RIM DETAILS ISSUED 04-05-13 - x DAVIS BEWS DESIGN GROVP 150 STATE STPL= EAST OLD6MMk, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DENVER NW N NIco ^ T 2NM L 2Jr GoIL L L d - °° 00 �b0 �N r z< � eNa *" NUMBER 24163.01• CAD FILE NAME 7RIM DETAILS ISSUED 04-05-13 STAIR .... nu _ . TYPICAL STAIR DETAILS SHEET .SD . DAVIS BEWS DESIGN GROVP 150 STATE STPL= EAST OLD6MMk, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DENVER --� EST: 1994 �-- STAIR .... nu _ . TYPICAL STAIR DETAILS SHEET .SD .