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463 Rocky Grove Ln 18-3185 (a)LOT- 83 T HORNBROOKE 4,1 INCLUDED ANASTASIA G ARAGE LEFT ENATION "TRADITIO 11 TPS AI THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, CONCRETE DRIVEWAY, CONCRETE LEAD WALK, CONCRETE ENTRY AND ACRYLIC ON LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE AN RD B 1 ILDIN DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST "OUIUD Results to be Verified at Slab Inspection DFO #18-38g NAL - B. GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS AIRE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE F.5L BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN IR INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F$.CR - 6TH EDITION (2011) 8302.6 AND TABLE R3021o. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5LR - 6TH EDITION (20M) R103-11 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 MCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) 8103.12 AND ASTM C 926. PER FB.CR 014 EDITION (2011) R103.121 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE51STANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) 8103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING ACCORDANCE WITH ASTM C 926. PER F$CR 6TH EDITION 120T1) 8103.15 OR M STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C X63-06 (1JL4J THF9J 1J144) AT FRAMED WALLS TO DELINEATE ACAS NOT MORE 1HAN 144 5 ;_. 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 2 U2 TO L A CONTROL JOINT SHALL BE INSTALLED WHEN CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 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 TWAT PARTICULAR ROOM RED RAW NOTES DRAWING INDEX _ FLASHING: 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 OPENW;6. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAM. 01-02-18 CREATED LOT SPECIFIC PLAN FOR LOT 83 IN THORNBROOKE 40's, ELEVATION, "TRADITIONAL - B", GARAGE LEFT WITH PLAN OPTIONS INCLUDING: POCKET SLIDING GLA55 DOOR, 8' INTERIOR DOORS, DOUBLE DIVIDED LITE FRENCH DOORS AT STUDY, (3) BLOCKING FOR PLASMA TY, PAYER DRIVEWAY, LEAD WALK AND PORCH, TRAY CEILING PACKAGE, VENT HOOD / MICRO TO OUTSIDE, PRE -PLUMB WATER SOFTENER LOOP, PRE -PLUMB LAUNDRY TUB, SHOWER AT BATH 2, ADDITIONAL SINK AT BATH 3 AND STAIR RAILING. SQUARE FOOTAGE CALCULATIONS ELEVATION 'TR -B" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LMNG S.F. 1115 TOTAL LIVING S.F. 2582 PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORROSNE CLAMPING DEVICE TO S11 - STRU CTU RAL D ETAI LS GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 2. MELT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER ! > J N TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" NG COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE CF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE COV - GENERAL NOTES, INDEX, SPECIFICATIONS INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. WINDOW INSTALLATION: 1 - -SLAB INTERFACE PLAN L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2A1i /� MANUFACTURER FOR EACH WINDOW. — MAIN FLOOR PLAN NOTES 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. 2A2 - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENINGS: N THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (SL) OR HONEYCOMB CORE STEEL DOORS 2 B 1 — UPPER FLOOR PLA I V NOTES NOT LESS THAN 13,8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: 2B2 — UPPER FLO0R PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 3 'ELEVATIONS BUILDING S ECTI N - ASPHALT SHINGLES l IF APPLICABLE) 0 , L WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b AND RW521o1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN n UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 11 UNITS ROOF PLAN HORIZONTAL (2:11) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF IMDERLAYMENT COMPLYNG WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869 TYPE it OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION RW5J1 FOR ROOF SLOPES FROM FAIR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF WERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE Iv OR ASTM D 615116 REQUIRED IN ACCORDANCE SECTION RW511 F L 1 -FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) FL2 -FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 4A -MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vast I5 DETERMINED IN ACCORDANCE WITH SECTION 8301113 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (20TT) RW533 SHALL CONFORM WITH ASTM D 226, TYPE It ASTM D 2626, TYPE I% OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHAD 15 ' INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE 4B - UPPER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WIHERE THE V= IS DETERMINED IN ACCO 4CE WITH SECTION W1213 OR THE RECOMMENDATIONS OF .RAS 118, OR 120. APPING PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): TR —TRUSS STRAPPING — - WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN N1 — STRUCTURAL NOTES = THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: S1 — STRU CTU RA L DL I AILS CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, CI325, OR CITTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER S1 - STRUCTURAL DETAILS RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. K w TERMITE PROTECTION: S1 - STRUCTURAL DETAILS L PENETRATION. PROTECTIVE SLEEVES ARM PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS 5HALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE r� PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORROSNE CLAMPING DEVICE TO S11 - STRU CTU RAL D ETAI LS ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TEWITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT S1 - STRUCTURAL DETAILS (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS AIRE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. TD -TRIM 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 SD - STAIR TRIM DETAILS 2. MELT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER ! > J N PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACER 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 OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ooh" 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFOIRM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. :2'pn 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: o -' C 00 L OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHAWsED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE �Y �0 OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER DATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET Z ; C4 _j0 0 (1524 mm) FOR EACH W DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT INCLUDING ANY TRANSITION DUCT SHALL BE PERMITTED T 0 BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION 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 WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" r2582 *I] _ 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 1 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 / REVISIOd5. 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. ��111111// REV-31-20TT ``%�� * •�� '' �Y• .0 0!Z� K w 00 STATE STREET EMST 01,DSMMR, R ORroA 3w�n 813.925.1300 TFL 813.925.1800 FAX W W WDAVIMEWSCAM TAMPA • DENVER EST. 1994 �-. r� 0 J0toO JccoN; L ! > J N L L ooh" 0 0 :2'pn o -' C 00 3�E �Y �0 Z ; C4 _j0 0 ^ 00CC"" y� z cm v 0 BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION 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 WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" r2582 *I] _ 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 1 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 / REVISIOd5. 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. ��111111// REV-31-20TT ``%�� * •�� '' �Y• .0 0!Z� DAVIS BEWS DESIGN GROUP 00 STATE STREET EMST 01,DSMMR, R ORroA 3w�n 813.925.1300 TFL 813.925.1800 FAX W W WDAVIMEWSCAM TAMPA • DENVER EST. 1994 �-. 0 BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION 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 WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" r2582 *I] _ 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 1 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 / REVISIOd5. 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. ��111111// REV-31-20TT ``%�� * •�� '' �Y• .0 0!Z� INDICATES I - 5 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE R FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER r— t t t L — 3'-0110-0" A/G PAD (SEE MECH. CONTRACTOR FOR LOC) IR 4'-4" 41-0" 4'-8" H.B. I F 52'-4" 4'-8" 4'-8" Y-8" 1'-0" 44" 3'-10" Y-2" ELEVATION all 8" C1111. IIIAI I ARl 3'-2" W11 6 _ Q v Lu PITCH 1/8" /FT. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, 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 PE5T CONTROL COMPANY TWAT CONTAINS THE FOLLOWING STATEMENT: "TWE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT U4 4'-4" -I r — — — ■ ■ ■ ■ ■ 8" CM.U, WALL ABV. ■ Ob■ ■ ■ ■ ■ ■ 00 Lo o� 0 Jcc+i%ap Y/ p 500) —� LAY.TILE /, 1-0 — — — — — — — — — — /_ ( L L L Ga(Lo 0 0 t ■ cO AIR HANDLER �r t I \ PAVERS CJ},N m L_ — 4n P.V.C. 54 SEAT SHOWE I LINES FROM ISI L —nJ Z N ot 3/4" CONDENSATION = ABY. RECESS �I 6, UPPER FLOOR I I r I f t - '� 101_QR DRAIN BY PLUMBER cv " _ 80 _ t ( - ■ 51_48 Y 1177 [[JJ - 0 20' -II" 10'-10" L J ,�� I I 8,_In 21_8" 21_ n �� 1s r ( 8"X8" FTG. V I- 5 CONT. (rYi'. AT ENTRY) '- 28'-9" 8" THICKENED EDGE I ( r 4" P.V.C. 3/4" RECESS �> � 1 -STORY I MTORY FOOTING MR) � FOR SHOWER RECESS 10'-10" U'-1" FOR ENTRY DR � a' - _ 10" H. x 10" W. CONC. MONO -FTG. W/ I N0.5 BAR CONT. i i �� •. I ( AIR HANDLER ♦ 1=1 I6" WAV DEEP FTG. ■ FOOTING 3/4 CONDENSATION ■ ■ ■ ■ W/ 3 - 5 CONT. REBARS PROVIDE R 11 I6 Wxl2 DEEP FTG. ( I DRAIN BY PLUMBER = LINES FROM W/ 2 - 5 CONT. 15" MIN LAP WERE SPLICED AND W/ 2 - 5 GOVT. t UPPER FLOOR p u / t7- 1 1 " I li 1 n —1 n . WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN BELOW GRADE4 / LT. PRE -PLUMB 1/31-84 I / 5 -2 5 -8 1 41-011 4 -4 I=3 e B �, I ) -� 1'-3" 1'-5" IS' -b" I 8" ■ 91_QII 11'-b" 91 2'-6" 2'-3" — — � rOT�E■■!!/1l1/�%%�� AB ANGLES *; R n 4'-41 51.4l � ■ I ARE AT 45' (LINO) � ■ I ELEVATION AT 04" (ASSUMED)\\ >\ 1 Q Q t 811x8" FTG. W/ { - 5 n CONT. (TYP. AT LANAI) THICK, \ - ,u ' I 35" 2500 OR 3000 P.S.I. _ PROVIDE WATER \ PITCH L e Q PITCH 18 / .� I CONCRETE SLAB ON GRADE W/ bxb Wlolf.4xW.4 MESH OR FIBER e LINE FOR ICE MAKER vv CJ. ------- I r0 DRAIN i CJ. ------------------ ---------------------1 -_ :r _ S I MESH OVER 6 MIL. VAPOR I6" Wx16" DEEP FTG. ^AA r _ a a � BARRIER ON CLEAN, WELL - 3'-6" I — W/ 2 - 5 CONT. SLAB ! 1 - '; I COMPACTED, TERMITE TREATED, \ / OF REF. I 1 Ed �- ; GRANULAR FILL 31'-10" / \ Iln 9'-l" 3'-9" I ' 20'-0" I II WIDEN FOOTING 8" AT POCKET SLIDER AND — I Ir — J 1-5TORY FOOTING MR) ADD (1)15 REBARI `V cp �� t SIPLUM5 I I I FOR WR 50F MR i 20" H x 16" W. CONIC. MONO FTG. W/ 8„ 8" G.C. VERIFY ACRYLIC ■ III [r,] I"' �a I L J IV Wxlb" DEEP FTG. LOOP AND DRAIN 1 - 5 CONT. REBARS PROVIDE ► 25" MIN. LAP WHERE SPLICED AND ON LANAI — (t W/ 2 -15 CONI, 50 GAL. WIRE TOGETHER BOTT. OF FTG. I 1=3 W.H. i SHALL BE 11" MIN. BELOW GRADE '— : 0:k- ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ -■ . ■ ■ - loll] - U4 4'-4" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * ELEVATION (-) 04" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER b, ARTICLE Iv FLOOD HAZARD REDUCTION. FOOTING LEGEND: G11" DEEP x3b"66" CONE. FOOTING W/ (4) 5 BARS EACH WAY. 1=2 11" DEEP 44"44" CONC. FOOTING W/ (3) 5 BARS EACH WAY. i=3 10" DEEP 60"00" CONIC. FOOTING W/ (3) 5 BARS EACH WAY ```��111111#oil x W 41, 150 STATE STXMT FAST OLDSMAR. AAR.IDA 34677 813. 925. L300 TET. 813.9125.1800 FAX WW nAVLWEWS.CAM TAMPA • DE1V%/ER. 00 Lo o� 0 Jcc+i%ap Y/ G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * ELEVATION (-) 04" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER b, ARTICLE Iv FLOOD HAZARD REDUCTION. FOOTING LEGEND: G11" DEEP x3b"66" CONE. FOOTING W/ (4) 5 BARS EACH WAY. 1=2 11" DEEP 44"44" CONC. FOOTING W/ (3) 5 BARS EACH WAY. i=3 10" DEEP 60"00" CONIC. FOOTING W/ (3) 5 BARS EACH WAY JOB NUMBER — CAD FILE NAME L 0 T 83 7B ISSUED 07-02-18 REVISED x W DAVIS BEWS DESIGN GROVP 150 STATE STXMT FAST OLDSMAR. AAR.IDA 34677 813. 925. L300 TET. 813.9125.1800 FAX WW nAVLWEWS.CAM TAMPA • DE1V%/ER. 00 Lo o� 0 Jcc+i%ap Y/ p 500) L >;Jcv L L Ga(Lo 0 0 a Ica.� I. oJr.o C Y CJ},N m �grol: y� T Z N ot JOB NUMBER — CAD FILE NAME L 0 T 83 7B ISSUED 07-02-18 REVISED 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 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY v 0 "- C) CD W O O INNNN =o 1 M O (00O -a< I=4 12" DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH • WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUMNo SOIL BEARING CAPACITY OF 2000-P5F (R40L 4.1 FBCR). • SH T • DAVIS BEWS DESIGN GROVP 150 STATE STXMT FAST OLDSMAR. AAR.IDA 34677 813. 925. L300 TET. 813.9125.1800 FAX WW nAVLWEWS.CAM TAMPA • DE1V%/ER. -- EST. 1994 P---- 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 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY v 0 "- C) CD W O O INNNN =o 1 M O (00O -a< I=4 12" DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH • WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUMNo SOIL BEARING CAPACITY OF 2000-P5F (R40L 4.1 FBCR). • SH T • OPT. SHIM A5 TYPICAL MASONRY REOP. FOR DISP. WINDOW SCHEDULE 1" IA WINDOW WIDTHS �G 8" COMMON BLOCK COURSE OVER 8" • 20" 21" 31 1 53" _ 8" PRE-ENGINEERED CONCRETE LINTEL PLAN) WINDOW CALL -OUTS BASE _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. LOCATION BLOCK FILLED AND REINFORCED W/(1) 45 BAR CABINET - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 1/I6" OSB. ( 2611 - PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 12 SN 1/2 32 514 22 5H 32 5H W FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT GRASPABLE EACH END WITH (l) SIMP50N L5TA15 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE ZJ+,IN m BOTTOM PLATE WITH (2) SIMP50N H25 CLIPS. 00 _ 39" O 13 5H 1/2 33 514 23 514 33 514 6 RAILING p 51" 14 5H 1/2 34 5H 24 5H 34 5H LINE OF 6'-811 MIN. FLOOR SYSTEM Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H BEAM �� rZ 12" - 16 5H 1/2 36 5H 26 5H 36 5H \ SYSTEM G.C. VERIFY MASONRY OPENING5 FOR ALL WINDOWS, V) WINDOW 5IZE5 AND INSTALLATION MAY VARY PER ~ MANUFACTURER AND SPECIFICATIONS. O z p REFER TO FLOOR PLANS FOR STYLE OF WINDOW OPT. SHIM A5 AIR SWITCH REOP. FOR DISP. AFF. 1" IA - 8u K0. BLOCK FILLED W/(U � BAR CONT. OVER CASING 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL W/lU'5 BAR 1x STUDS (PER GROUTED SOLID. STD. _ 8" PRE-ENGINEERED CONCRETE LINTEL PLAN) FILLED W10)15 BAR BASE _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. LOCATION BLOCK FILLED AND REINFORCED W/(1) 45 BAR CABINET - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 1/I6" OSB. CONNECTORS AT BASE. O - PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 BACKING CONNECTORS AT BASE. 1/1' DRYWALL CALI. TOP SCALE: I/4" : 14. G.C. VERIFY 8'-0" H INTERIOR DOORS 3'-0"x3-0" AIC PAD (SEE MECH. G.C. VERIFY EXTERIOR DIRECT VENT DRYER CMU INSULATION. AIR HANDLER THRU EXT. WALL CONTRACTOR T.O.M. LMES FROM TOA FOR LOC) 9,-4" TEMP. GL. ENCL. UPPER FLOOR Q O 24 SH. 3 13 SH. FLAT HEADER ON 42" H. LOW WALL AT 8'-0" AFF. Hat HD. AT 8'-011 NO. AT 8'-0" AFF REFER TO SHEET 2A2 MAIN FLOOR STRUCTURAL LEGEND 9'-4" 9'-4" 8" K0. BLOCK FILLED W/() 05 BAR OVER 8'I • ©- PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) AFF. 15 BAR IA - 8u K0. BLOCK FILLED W/(U � BAR CONT. OVER TWEE WALL 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL W/lU'5 BAR G.C. VERIFY GROUTED SOLID. • _ 8" PRE-ENGINEERED CONCRETE LINTEL SCREEN DOOR FILLED W10)15 BAR Q3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. LOCATION BLOCK FILLED AND REINFORCED W/(1) 45 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. O - PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x11 NO.2 SYP BEAM Wl 1/2" 055 E FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT GRASPABLE EACH END WITH (l) SIMP50N L5TA15 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE ZJ+,IN m BOTTOM PLATE WITH (2) SIMP50N H25 CLIPS. USED 151NGLE HUNG -51-1, CASEMENT- CSMT; OR FIXED r — — r — - ■ ■ FOR MAIN FLOOR GLASS- F.G.) I ► I I 5 5H. 20" N. TILE W.C. Q PLAN DIMENSIONS STRUCTURAL NOTES LAV. SEAT 2 - 26 5H. I 1 I LAUN, LAv. ' - - - - - - - - y y y y ( ( ( ( 8'-8" FLAT CLG. Q HD, AT 84" I ) I T-4" "�.Q TOA I • ALL LvL'S TO BE Fb=2950 PSI MIN - - - J - - - 9 -4 FLAT CLG. A _ a CLC. 9 -4" ALL EMERGENCY ESCAPE AND RESCUE 6X8 TILE TEMP. GL. ENOL L_ I-_ -! PANEL PORCH I • ALL WOOD LOAD BEARING HEADERS TO BE l2) 2x8'2 SYP LINO. OPENINGS SHALL COMPLY WITH 8310 24" 6L. SHOWER ON 42" H. LOW WALL I HALF " • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING ATTENTION TRUSS MANIE: 1.8 HANSEN � � � e 9 -4 PLT. HT. PER F.B.C.R. - 6TH EDITION (20111 ! X80 , BOX I -) .1L1 I �o BATH FLUSH FRAME * * * * * * * I TRAY CLG. IN OWNERS ( 8 -8 • 9 -4 OWNERS BATH STUDY I ( 4 4 91-41 TO FURRING I FLAT HEADER COMPONENTS SUITE 15 DOWN -FRAMED " " " ( A ,4 Q AT 8'-0" AFF. • NOT A SPECIAL FLOOD HAZARD AREA ' ICLG. ( CLG. 9'-4" FLAT CLG. 10 -4 x10 -6 L_ - J CLG. 9'-4" FLAT CLG. �� O Tol (2) 2-6x8-0 ARCH FROM 0 TAM. OWNER'S SUITE I ti'°�� N TEMP. FR DRS. 1-4x8-0 V-0" TO 8'-8" ,, b i PAVERS 9'-4" 16 -0 x14 -4 CPT. TILE c� 9'-4" TRAY CLC. 9'-4" CLG B DBL. DIVIDED LT. a I 9'-4"/I> ♦ AFF. I I 1 51 ( CLG. / // a ■ ■ ■ ■ ■ FLAT HDR �? / e u, G.C. VERIFY ELECTRICAL 1 9'-4" I u, AT 4'4" ,u tv AND BLOCKING I CLG. I a SEE SECTION 5 SH. FOYER r a � I REQUIREMENTS AND ( I 1— _ 9'-4" 9 -4 S1 - - - - - - -A - •<. I HEIGHTS FOR PLASMA TV. a V-4" 5LOPING I -„ CLG. � ■ L CLG. CLG. I 2 S V-4" AIR HANDLER � CLG. 5 4 INSULATE I i ��111I1I// VolUME CLG. LINES FROM111IBARREL ARCH BEARING WALLS/,,� FLUSH FRAME L - - - J UPPER FLOOR FROM 8'-6" �/ .... TO FURRING IRIS I UP \ TO 8'-10" / Lt. PRE -PLUMB ( ``� �.•• �,0 . X ( (TYP) ■ ■ ■ ■ STAIR DATA: LINE of SECOND 18 RISERS AT - Y : : J = OPENING BEARING 36" H. 136" H. NEWEL 138" EACH N \ FLOOR ABV. I / W N l : ¢ _ YAM. ■ • TO UNDER WALL CONTINUMS 1 RAILIIN�s POST 10-00" TREADS ARCH TQ\ �= ' �V p: Z 9 -4 STAIRS GRASPABLE CPT. TILE 81-81, o H BEARING B RAILING I ( \ aLs' INSULATE s2 WALL sl � BLOCKINGECTRICAL I o c ABOVE II 11 I t '�.,�6; •... • '��`'��` '� REQUIREMENTS AND ( (I II 36" H. COUNTERTOP\ yc J 1 / 1 2 CAR GARAGE I �•,,� ��• Q a 2 STORY 9 -4 42 UPPER \ 'u1 I 20 -0"x20'-0" HEIGHTS FOR PLASMA N. �- (SEE DETAIL ON THIS I 9'-4" PLT. HT. o �--- CLG. I CLG. SHEETS) - CABINETSI I P I ^AA BOTT. of LINTEL I I LANAI Qi I GATHER I j j 3 1 Q ING ROOM ARCH FROM I DINING I I\/ KITCHEN J z g AT V-0" AFF. 9'-8"x14'-4" e O 19'-6"x14'-0" TYP . ARCHWAY 8'-0" TO 8'-8" I 1O' -6"x14' -O" ► I / \ , " a I 9'-4" PLT. HT. a,9 -4 FLAT CLG. SI u, X 2 -STORY VOLUME A 9'-4- FLAT CLG. G- A I II I I INSULATE a I PAVER DRIVE / LEAD WALK G.C. VERIFY ACRYLIC °' LINE OF SECOND I I I n i o BEARING WALLS I ON LANAI * * * * FLOOR ABV. G.C. VERIFY 8'-0" H. I I _ _a PRE PLUMB FOR 0 Q ■ INTERIOR DOORS I KNEE T I O I WATER SOFTENER I TAM. * * * * I I WALL I I RANGE I LOOP AND DRAIN 9' 4R I BOTT. OF LINTEL I I 50 GAL L - - - - - - - - - � T.OM. ■ AT 8'-0" AFF. Q p 1 I�— O.H.C. O � O.H.C. � WA 9 4 -----�---- A.F.F. ■ ■ 00000000000000000000 000000000000000000 00000 000000000000000000000000 0 0000000000000000000000 00000000000000000000 ■ ■ ■ 0 0 ■ 0 0 0 T.oM Qi REFER t0 SHEET 2A2 FOR MAIN FLOOR 9'-4" 9'-4" TUM. NOTE: 1- z6 SH.TAM 9'-4" AT VOLUME CEILING HD. AT 8'-0" TAM. VENT HOOD AND 9'_/p ` PLAN DIMENSIONS AFF. HATCHING INDICATES DOUBLE MICRO TO EXTERIOR A.F.F. R 4.1 TWEE WALL K.O. BLOCK COURSE W/ (2) "5 GARAGE FRAME WALLS1 b" H. CONTINUOUS G.C. VERIFY IN EACH (NOT REQV AT OPT. I 2 M SCREEN DOOR GAME 12f'1.) 20 :- !>JN LOCATION ILL * * * * * * * * * STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UXO) • ALL STRINGERS TO BE 2-24.1 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 5IMP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH V4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONC) •• AT WOOD WITH (4) OJ31 x 3 0' NAILS AT EA STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERfINATE AT A 2x4 FOOT (TO BE PT AT CONC) ATTACH FOOT TO FLOOR •• AT CONC. V V4" DIA x 3' TAPCONS AT Tl' O.C. •• AT WOOD ATTACH W/ 0.131 x 3 V2" NAILS AT 8" O.C. TO TRU65/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0131 x 3 112" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: •• J015TS TO BE 26 1`2 SYP, MIN. AT I6" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (1) 2417 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/'1" R5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 V2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 3 112" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT I6" O.C. MAX ••• V4" x 3" TAPCON5 AT 8' O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSONI LU526 HANGERS OR EQUAL • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. Fp W. DECKINGRAILING * * * * * * * 11 TREADS AT 10-00" EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE R3015 STAIR SECTION PER FB.CR - 6TH EDITION (2011). * * * * * * * SCALE: V4' : P-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 iERMNATE N NEWEL POSTS OR SAFETY TEI; 'IINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN I -V2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * UNDER-5TAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR 5UI;&CE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ V2 INCH GYPSUM BOARD PER FB.CR - 6TH EDITION (10TT) R302.1 AND R30211 NOTE: CJ. = RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 115 ♦ INDICATES 1'S HATCHING LEGEND LOAD BEARING - INSULATE WALL �''.•' R - Value Chart WALL CONSTRUCTION R -VALUE (MIN) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 TWEE WALL R 30 GARAGE FRAME WALLS1 b" H. CONTINUOUS 32415 I 2 M ■� Lo 20 :- !>JN ILL 00 2 °o� CO E GRASPABLE ZJ+,IN m ++ 00 z120 RAILING LINE OF 6'-811 MIN. FLOOR SYSTEM HEAD CLEARANCE BEAM �� \ SYSTEM p 11N IN a 2x STRINGERS(TYP) 36' H. RAILING a - - - - I— a' W STORAGE 1" NOSING UNDER (TYP) STAIRS =+ e Q w 2x TREADS AND Ix RISERS (TYP) e * * * * * * * 11 TREADS AT 10-00" EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE R3015 STAIR SECTION PER FB.CR - 6TH EDITION (2011). * * * * * * * SCALE: V4' : P-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 iERMNATE N NEWEL POSTS OR SAFETY TEI; 'IINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN I -V2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * UNDER-5TAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR 5UI;&CE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ V2 INCH GYPSUM BOARD PER FB.CR - 6TH EDITION (10TT) R302.1 AND R30211 NOTE: CJ. = RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 115 ♦ INDICATES 1'S HATCHING LEGEND LOAD BEARING - INSULATE WALL �''.•' R - Value Chart WALL CONSTRUCTION R -VALUE (MIN) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 TWEE WALL R 30 GARAGE FRAME WALLS1 R B MAIN FLOOR 146-1 S.P. (UPPER FLOOR 1115 5F. TOTAL LIVING 2 582 5F. GARAGE 455 5F. LANAI 139 5F. ENTRY '115 TOTAL 50. FT. 32415 MAIN FLOOR PLAN NOTES SCALE: 1/4" : I'-0" GARAGE LEFT io ij • JOB NUMBER – • CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED x 0 1 62) JL - f - i DAVIS BEWS DESIGN GROVP ISO SLATE SIRFEr FAST CXr MAR, R-CRIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W WnAVLSBEWS"CAM TAMPA • DENVER �w 0 I 2 M ■� Lo 20 :- !>JN ILL 00 2 °o� CO E _0J Ad ZJ+,IN m ++ 00 z120 • JOB NUMBER – • CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED rI III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, - RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE - ENGINEER. SEALED FOR STRUCTURE ONLY V 1 W O O �z mo z� O O W MOF__ >_ M O �pppppppJ '"� 2582.; • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS 1 62) JL - f - i DAVIS BEWS DESIGN GROVP ISO SLATE SIRFEr FAST CXr MAR, R-CRIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W WnAVLSBEWS"CAM TAMPA • DENVER - FST: 1994 rI III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, - RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE - ENGINEER. SEALED FOR STRUCTURE ONLY V 1 W O O �z mo z� O O W MOF__ >_ M O �pppppppJ '"� 2582.; • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS I J ``��Illllfl//�/ �• ' Y:Z :W uNi OC2 Q L) a �O; 2 .,� fib.,•• •• • •, �� ♦ 1 MAIN FLOOR PLAN DIMENSIONS GARAGE EFT N PAUL D. KIDWEL4 P.E. #52683 • x a L_ J L ---J 0 Jr�i%W - ENGINEER. SEALED FOR STRUCTURE ONLY T f 2 I J ``��Illllfl//�/ �• ' Y:Z :W uNi OC2 Q L) a �O; 2 .,� fib.,•• •• • •, �� ♦ 1 MAIN FLOOR PLAN DIMENSIONS GARAGE EFT • JOB NUMBER - • CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED N PAUL D. KIDWEL4 P.E. #52683 • x a DAVIS BEWS DESIGN GROVP 150 STATE SPL= EASr OLDSWIL, FLORIDA 34677 813.925.1300 TEL 80. 925. 1800 FAX W W W.DAVMBEW&COM TAMPA • DENVER LO U loo o IQ 0 Jr�i%W - ENGINEER. SEALED FOR STRUCTURE ONLY N f 2 V L T >>j L 6in LLM 00 �v�h .0-j O co '- �z 3 EL LL Y 0) mo cm -j O0cc�f� ZNL'd' o �c • JOB NUMBER - • CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED Fn 1. VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 N PAUL D. KIDWEL4 P.E. #52683 DAVIS BEWS DESIGN GROVP 150 STATE SPL= EASr OLDSWIL, FLORIDA 34677 813.925.1300 TEL 80. 925. 1800 FAX W W W.DAVMBEW&COM TAMPA • DENVER EST. 1994- Fn 1. VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS N PAUL D. KIDWEL4 P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND fT TO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE - ENGINEER. SEALED FOR STRUCTURE ONLY V O O �z mo z� o �c =o M O (D0 C) 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - &TH EDITION (2011). * * * * * * * UPPER FLOOR 5TRUCTURAL LEGEND O - PROVIDE (3)1x4 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. ® - PROVIDE (3)1x8 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. Og PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12' O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) 5IMP50N MSTA30 STRAPS. 10 PROVIDE 2 -PLY 1x11 NO.2 SYP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON LSTAI2 STRAP. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (1) 2x8'2 SYP UND. 16'-S" 11 /AII ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING 03050 SH. COMPONENTS 2030 TEMP. SH. HD. AT T-8" NOT A SPECIAL FLOOD HAZARD AREA HD. AT T-8° * EGRESS 77�- WELA-CPT. (— co REFER TO SHEET 2132 n FOR UPPER FLOOR ZBATH 3 n. I PLAN DIMENSIONS . C� WLu BEDROOM 4 BEDROOM 2 13' -6"x11' -o" \ 13'-4"x12'-8" 9'-0" FLAT CLG. \ I 9'-0" FLAT CLG. r — Z IDE 2-Sxb-B \ I- I PAN AND DRAIN R UNDER A.N.U. LOUVER DR\------- ----------------- ANDREW 1. MEISHEID, P.E. #83217 TYPICAL WOOD FRAME RESIDENTIAL 6TH EDITION 12017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER I5Q �u L -'I WINDOW SCHEDULE CLG. PROVIDE WINDOW WIDTHS • 111 '� • Z 4.40 .,� fib..,, 2011 1I 24 3611 AQUI (n PAN AND DRAIN 0 WINDOWCALL-OUTS �z 00 0C c :2'a � N STAND RAILING 2-bxb-8 UNDER ARU. (D 20" =0 1818 F.G. 2018 F.G. 3018 F.G. 4018 FG. W MO w N Z�t BI -PASS .� BI -PASS OQ CLG.DOWN = 2411 O 1820 Fl. 2020 FG. 3020 F.G. 4020 Fn. J 0 3611 1830 SH 2030 5H 3030 514 4030 5H z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H Z 1-bxb-82-4x6-8— 6011 3 1850 514 2050 5H 3050 514 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, Lu WINDOW SIZES AND INSTALLATION MAY VARY PER MANUFACTURER AND SPECIFICATIONS. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - &TH EDITION (2011). * * * * * * * UPPER FLOOR 5TRUCTURAL LEGEND O - PROVIDE (3)1x4 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. ® - PROVIDE (3)1x8 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. Og PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12' O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) 5IMP50N MSTA30 STRAPS. 10 PROVIDE 2 -PLY 1x11 NO.2 SYP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON LSTAI2 STRAP. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (1) 2x8'2 SYP UND. 16'-S" 11 /AII ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING 03050 SH. COMPONENTS 2030 TEMP. SH. HD. AT T-8" NOT A SPECIAL FLOOD HAZARD AREA HD. AT T-8° * EGRESS 77�- WELA-CPT. (— co REFER TO SHEET 2132 n FOR UPPER FLOOR ZBATH 3 n. I PLAN DIMENSIONS . C� WLu BEDROOM 4 BEDROOM 2 13' -6"x11' -o" \ 13'-4"x12'-8" 9'-0" FLAT CLG. \ I 9'-0" FLAT CLG. r — Z IDE 2-Sxb-B \ I- I PAN AND DRAIN R UNDER A.N.U. LOUVER DR\------- ----------------- Bad Ll =n' � FLUSH FRAME e a TO FURRING O .� BELOW AA 3 ANDREW 1. MEISHEID, P.E. #83217 x W w RESIDENTIAL 6TH EDITION 12017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER I5Q �u L -'I f• 0 -j CLG. PROVIDE * Q • 111 '� • Z 4.40 .,� fib..,, , I Z' Q Q I 14" H. METAL 41" H. L PAN AND DRAIN 0 �z 00 0C c :2'a � N STAND RAILING 2-bxb-8 UNDER ARU. 5-04-6 mil 0 =0 cy L m og MO w N Z�t BI -PASS .� BI -PASS OQ CLG.DOWN II E R/S 1-bxb-82-4x6-8— - -FIA - — 41" H. 36" H - 41" 11 24" I - METAL ��-o Q?,R 1 RAILING CONTINUOUS RAILIN�s STAND CLG. 2x4 TOUSH FURRFRAME I GRASPABLE 9, 0R FRAME BELOW RAILING CLCD. WALL G.C. VERIFY ELECTRICAL s �. /OPEN AND BLOCKINIs REQUIREMENTS AND im TO BELOW HEIGHTS FOR PLASMA TV. to u- ,� LOFT BEDROOM 3 a11' -0"x14'-4" 12'-6"x11'-0" N a 9'-0" FLAT CLG. 9'-0" FLAT CLG. Bad Ll =n' � FLUSH FRAME e a TO FURRING O .� BELOW AA 3 WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINCsS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENIW-6 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 6TW EDITION (1011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FBLR - 6TH Iv u SII ANDREW 1. MEISHEID, P.E. #83217 x W w RESIDENTIAL 6TH EDITION 12017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER DAVIS BEWS DESIGN GROVP f• 0 -j 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.92.5.1300 TET. 813 . 9Z5. 1800 FAX W W W.DAVLSBEWSCOM TAMPA •DENVER Y �Z N * Q • 111 '� • Z 4.40 .,� fib..,, , ,• 1111 WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINCsS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENIW-6 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 6TW EDITION (1011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FBLR - 6TH Iv u SII • JOB NUMBER — CAD FlLE NAME LOT 83 TB ISSUED 07-02-18 REVISED ANDREW 1. MEISHEID, P.E. #83217 x W w RESIDENTIAL 6TH EDITION 12017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER DAVIS BEWS DESIGN GROVP f• 0 -j 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.92.5.1300 TET. 813 . 9Z5. 1800 FAX W W W.DAVLSBEWSCOM TAMPA •DENVER 0 0 Vl Q) co L ' > J C4 0 �z 00 0C c :2'a � N � cn 0�CO E mil 0 =0 cy L m og MO w N Z�t • JOB NUMBER — CAD FlLE NAME LOT 83 TB ISSUED 07-02-18 REVISED VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 -I PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 [HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 12017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER DAVIS BEWS DESIGN GROVP SEALED FOR STRUCTURE ONLY 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.92.5.1300 TET. 813 . 9Z5. 1800 FAX W W W.DAVLSBEWSCOM TAMPA •DENVER -- FST. 1994 � VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 -I PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 [HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 12017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION ISSUPPUED TO THE ENGINEER. - SEALED FOR STRUCTURE ONLY 0 O 0 �z m0 z cn O� =0 MO 00 .� OQ 2582 • TITLE • UPPER FLOOR PLAN NOTES DETAILS EDITION (1011) F4322 — UPPER FLOOR PLAN NOTES INCLUDED ELEV. SHOWN SCALE= '/4" = I' -o" GARAGE LEFT til AN • J06 NUMBER - • CAD FILE NAME LOT 83 7B ISSUED 07-02-18 REVISED • PAUL D. KIDWELL, P.E. #52683 X ANDREW J. MEISHEID, P.E. #83217 DAVIS BEWS DESIGN GROVP - THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION ISSUPPUEDTOTHE Utoo o to —.:;i EST. 19% 00 JM�(b W cq 0(n�M Y/ O ` > > J N CD L QQLM 00 re - :C3Co =p 3�E 11Y iM 00 t 04 �P oQ CC M of • J06 NUMBER - • CAD FILE NAME LOT 83 7B ISSUED 07-02-18 REVISED • 111111 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 DAVIS BEWS DESIGN GROVP - THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION ISSUPPUEDTOTHE 150 STATE STREET EAST OLD6MAR, RORIDA 34677 813.925.1300 TFL 813.928.1800 FAX WWW.DAVISBEWS.C:OM TAMPA • DENVER —.:;i EST. 19% 111111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 2582 • 77 7L • UPPER FLOOR PLAN DIMENSIONS PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND rTTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). - THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION ISSUPPUEDTOTHE ENGINEER. SEALED FOR STRUCTURE ONLY V J O W O O �z CD z� o� =p Mo 00 oQ 2582 • 77 7L • UPPER FLOOR PLAN DIMENSIONS � 6:12 oc 6:12 �Fl- L--- ----- ---------J LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. ---------L X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I 6:12 -��, 6:12 # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. TYP = LANAI ROOF 12 6F �LL x k W t 1u VENT REQUIREMENTS � 12 Q6 12 TRUSS ROOF VENTILATION CALCULATIONS 'A V/ ROOI 7 / , Z rn ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT.X L CD N b� - - - - - PLT. HT. _ ooM j 144 = 67 SQ. IN.HALF /STUCCO \4:12 :2 .o AT 24" O.C. J r- o AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. �� V•Y 6 FNI547 4D UPPER 2/3 ROOF VENTS REQUIRED =1HALF STUCCO FFINISH r FINISH, / ,/ /SHINGLE AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. e � 6:12 I " ROOF 16- ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. 8" ROOF I ---------- ------- r. - 6:12 TOM. - /2_5TORY @ REFER TO SµEET 3G TDM. FOR ROOF PLAN W/ ' , `r ❑ ❑ OPT. SECOND SUITE y ❑ ❑ UPPER ROOF VOLUME i � VENT REQUIREMENTS /TEXTURED FINISH 7 �l FT 0j BR. 3 j VENTILATION CALCULATIONS a• 4� MAIN FF. LINE ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. _ _ _ _ _ _ - _ _ X 144 = 703 SQ. IN. t MAIN F.F. LINE , GRADE LINE (ASSUMED) HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. ❑ ❑ ' 12 � � 6: +- "` 6:12 I I ❑ ❑ # UPPER 2/3 ROOF VENTS REQUIRED = 3 LEFT rill ROOF TRUSSES AT 24" O.C. ELEVATION HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I ACTUAL SOFFIT VENTILATION = 792.2 SQ, IN. ' t � 6:12 oc 6:12 �Fl- L--- ----- ---------J LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. ---------L X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I 6:12 -��, 6:12 # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. TYP = I 12 6F �LL x k W t 1u I � 12 Q6 12 TRUSS ROOF t 'A V/ ROOI 7 / , Z rn PLT. WT. L CD N b� - - - - - PLT. HT. _ ooM j /STUCCO 0 o :2 .o AT 24" O.C. � 6:12 oc 6:12 �Fl- L--- ----- ---------J LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. ---------L X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I 6:12 -��, 6:12 # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. TYP = %k WINDOW FALL PROTECTION �r_ IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.GR - 6TH EDITION (2071) R3122 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH c TEXTURED BANDING AT NIP AA RO 0 F Iiiii LAN _ n. OVERHANG (UND) z SCALE: 1/6" = 1'-0" GIRDER 12 6F �LL x k W �� 1u _F � 12 Q6 12 TRUSS ROOF 'A V/ ROOI 7 / ROOF TRUSSES Z rn PLT. WT. L CD N b� - - - - - PLT. HT. _ ooM j /STUCCO 0 o :2 .o AT 24" O.C. J r- o /STUCCO �� V•Y 6 FNI547 4D SHINGLE STUCCO FFINISH r FINISH, / ,/ /SHINGLE e 6' e � (TYPICAL) " ROOF 16- - SECOND FF. LINE 8" ROOF _SECOND FF. LAE TOM. - /2_5TORY @ TDM. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VOLUME � /TEXTURED FINISH 7 �l /TEXTURED FINISH 7 �l FT 0j BR. 3 j -TEXTUREDMATCH FINISH 7 DISTANCE �l a• 4� MAIN FF. LINE _ _ _ _ _ _ - _ _ AT FRONT _ _ _ _ _ _ _ - MAIN F.F. LINE , GRADE LINE (ASSUMED) ❑ ❑ ❑ ❑ ❑ ❑ LEFT ROOF TRUSSES AT 24" O.C. ELEVATION -- FLOOR SYSTEM --- (TYPICAL) CONE. ❑ ❑ _ ❑ ❑ BEAM LINTEL LANAI 0' O D T. 2 CAR GARAGE GATHERING /wr dop :�•j' ��idOp SECTION AA cr) UL • • co m o =Y:2 0 — = =W Z = •p SCALE: 1/8" =1'-011 ;..5 z • %k WINDOW FALL PROTECTION �r_ IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.GR - 6TH EDITION (2071) R3122 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH c TEXTURED BANDING AT NIP AA RO 0 F Iiiii LAN _ n. OVERHANG (UND) z SCALE: 1/6" = 1'-0" C" �LL x k W Q > 1u b� � SHINGLE 0 ROOF TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" =1'-0" SCALE: 1/8" =1'-0" *EG* * * * RE55 NOTE: EACH BEDROOM MUST NAVE 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 PARTICULAN ROOMY y yy SHINGLE . � .ROOF 7 b' BANDINCs � STUCCO ab / G.C. VERIFY ALUMINUM OVER FINISH 2x6 5U5-FA5CIA PLT. HT. SHINGLE ROOF - (TYPICAL) PLT. HT. 1TuCCO Z5T= FINISH FINISH 4" BANDING . - (TYP) u�Zn * 6" BANDING b 12 L STUCCO 11 12 2 FINISH 2 2SWNGLE Q6 SECOND FF. LINE 7 ROOF 7 SECOND FF. LINE TDM. SHINGLE ROOF -- T.O.M. - 8" BANDING BANDING 8" BANDING a TEXTURED - r FINISH ❑ 1:1 [71 El 171 D 171 —1 w TEXTURED ' LIGHT _ FINISH SMOOTH El 7-1 D 1711:117:1 DTEXTU❑ -m QUOINS(TPa r EIETIE]EI171E] ❑ (+ 1") TSMOOTH EXTURED QUOINS (TYP) MAIN FF. LME (+ I") MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH F RONT ELEVATION SCALE: 1/4" = I'-011 12 b� Q6 by ab SHINGLE 4SHINGLE �-SHINGLE Q6 SHINGLE ROOF ROOF12 6 ROOF 7 �7 PLT. HT. ROOF �` PLT. NT. PLT. HT. - - - - - - - - - PLT. HT. - — STUCCO a, STUCCO* FIN15H7 TEMP. STUCCO FINISH, * FES. FG. FINISH SHINGLEAl FINISH,cp SHINGLE ROOF i SECOND F.F. LINE_ 8R - -SHINGLE a4 SECOND F.F. LINE SECOND FF. LINE7 g" SECOND F.F. LINE _ SECOND F.F. LINE ROO'12 TDM. ROOF T.OM. �' T.O.M. - - — b - TEXTURED TEXTURED a TEXTURED TEXTURED - FINISH a FINISH v� MATCH FINISH 7 B a FINISH 7 DISTANCE Al `A °° MAIN F.F.T FRONT ❑� F. LINE _ - - - TEMP. MAIN FF. LINE MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE_ GRADE LINE GRADE LINE GRADE LME GRADE LINE (ASSUMED) (ASSUMED) . (ASSUMED) (ASSUMED) REAR ELEVATION RIGHT ELEVATION SCALE: 118" =1'-0" SCALE: 1/5' = 1'-0" TRADITIONAL ELEVATION "B 12 by k W SHINGLE b� oN J r0 SHINGLE 0 ROOF 'A V/ ROOI 7 / Z rn PLT. WT. L CD N - - - - - PLT. HT. _ ooM j /STUCCO 0 o :2 .o J r- o /STUCCO �� V•Y 6 FNI547 4D SHINGLE STUCCO FFINISH r FINISH, / ,/ /SHINGLE e 6' e � SECOND_ FF. LINE " ROOF 16- - SECOND FF. LINE 8" ROOF _SECOND FF. LAE TOM. - TDM. `r e /TEXTURED FINISH 7 �l /TEXTURED FINISH 7 �l 0w' -TEXTUREDMATCH FINISH 7 DISTANCE �l a• MAIN FF. LINE _ _ _ _ _ _ - _ _ AT FRONT _ _ _ _ _ _ _ - MAIN F.F. LINE , GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" =1'-0" *EG* * * * RE55 NOTE: EACH BEDROOM MUST NAVE 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 PARTICULAN ROOMY y yy SHINGLE . � .ROOF 7 b' BANDINCs � STUCCO ab / G.C. VERIFY ALUMINUM OVER FINISH 2x6 5U5-FA5CIA PLT. HT. SHINGLE ROOF - (TYPICAL) PLT. HT. 1TuCCO Z5T= FINISH FINISH 4" BANDING . - (TYP) u�Zn * 6" BANDING b 12 L STUCCO 11 12 2 FINISH 2 2SWNGLE Q6 SECOND FF. LINE 7 ROOF 7 SECOND FF. LINE TDM. SHINGLE ROOF -- T.O.M. - 8" BANDING BANDING 8" BANDING a TEXTURED - r FINISH ❑ 1:1 [71 El 171 D 171 —1 w TEXTURED ' LIGHT _ FINISH SMOOTH El 7-1 D 1711:117:1 DTEXTU❑ -m QUOINS(TPa r EIETIE]EI171E] ❑ (+ 1") TSMOOTH EXTURED QUOINS (TYP) MAIN FF. LME (+ I") MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH F RONT ELEVATION SCALE: 1/4" = I'-011 12 b� Q6 by ab SHINGLE 4SHINGLE �-SHINGLE Q6 SHINGLE ROOF ROOF12 6 ROOF 7 �7 PLT. HT. ROOF �` PLT. NT. PLT. HT. - - - - - - - - - PLT. HT. - — STUCCO a, STUCCO* FIN15H7 TEMP. STUCCO FINISH, * FES. FG. FINISH SHINGLEAl FINISH,cp SHINGLE ROOF i SECOND F.F. LINE_ 8R - -SHINGLE a4 SECOND F.F. LINE SECOND FF. LINE7 g" SECOND F.F. LINE _ SECOND F.F. LINE ROO'12 TDM. ROOF T.OM. �' T.O.M. - - — b - TEXTURED TEXTURED a TEXTURED TEXTURED - FINISH a FINISH v� MATCH FINISH 7 B a FINISH 7 DISTANCE Al `A °° MAIN F.F.T FRONT ❑� F. LINE _ - - - TEMP. MAIN FF. LINE MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE_ GRADE LINE GRADE LINE GRADE LME GRADE LINE (ASSUMED) (ASSUMED) . (ASSUMED) (ASSUMED) REAR ELEVATION RIGHT ELEVATION SCALE: 118" =1'-0" SCALE: 1/5' = 1'-0" TRADITIONAL ELEVATION "B JOB NUMBER - CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED k W 150 STATE STRMT EAST OLDSMAR, FLORIDA 39677 813. 92.5. 1300 TM 813.92.5.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • I7E3sv/EP_ r oN J r0 0 'A V/ L cq o o(�a 0 Z rn L CD N L L ooM j 0 o :2 .o J r- o �� V•Y ; C4 LJ�m 6.o 0� Z cy JOB NUMBER - CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED f ate s q u VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 '01 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY d-- �..LJ 0 0 �z O z� O� O M00 O O Q 2582 • 717LE • ELEVATIONS ROOF PLAN BUILDING SEC71ON DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STRMT EAST OLDSMAR, FLORIDA 39677 813. 92.5. 1300 TM 813.92.5.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • I7E3sv/EP_ - EST. 1994 ora. - f ate s q u VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 '01 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVESTHE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY d-- �..LJ 0 0 �z O z� O� O M00 O O Q 2582 • 717LE • ELEVATIONS ROOF PLAN BUILDING SEC71ON DETAILS F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF 1SSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN LAPPING DOWN OVER RIM JOIST I r i I I AND UP WALL BY 6" FLOOR I WATERPROOF MEMBRANE FLASHING TO BE FLEXIBLE SELF TRUSS j#1 ADHESIVE TYPE (MIN 6" WIDE) i i 2X8 TRIM BOARD PRECAST LINTEL 1111 STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING SHEATHING LAPPING DOWN OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS y. SPACED EVENLY @ 24" O.C. MAX FLOOR TRUSS TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8' CMU BLOCK EA. JOIST SEE STRUCTURAL AND EXTERIOR SHEATHING TEXTURED BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL A L 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH V V L COVERING FLASHING TO FORM WATER SHEDDING LAPS` gTyF FOLD UP WEATHER 2017 FBCR SECTION R703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFs�sT ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE eq REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. � PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER �pONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH SILL PLATE (SEE DETAIL BASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 0 FOR OPTIONS) s� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS P� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 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. 0 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 SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE (MIN. s" WIDE) FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT 2. INSTAL FLASHING IN ORDER As SHOWN BY NUMBERS FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TYPICAL SLIDING GLASS DOOR FLASHING DETAIL TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE FOLD UP WEATHER RESISTIVE OF THE FOLLOWING OR OTHER APPROVED METHOD: 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 � (ASSEMBLED1 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. i FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. FLAS91N I DO NOT FLASH OVER BOTTOM NAILING FLANGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH HEAD FLASHING TIE-IN PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. INSTRUCTIONS: 1. CUT, FOLD UP &TEMPORARILY NOTES: 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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 w DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA i, RAROA 34677 813. 92.5. 1300 TEL - 813.925.1800 FAX W W WDAVISBEWS.COM TAMPA • DENVER NOTE: SEE STRUCTURAL SHEETS 0 Jc�%; 15/32 O.S.B. SHEATHING FOR INFORMATION NOT SHOWN. law m N 2X EXT WALL L .?a _j o BUILDING WRAP BEYOND �.0 ss� 0 C 00 E F LASHING TO EXTEND 36" PROVIDE SELF ADHERED Z = J+,N �+ 0 O z020 FLASHING UNDER S.G.D. AS I I I RUBBER MEMBRANE BEYOND SHEATHING W/ EXTERIOR FINISH SHOWN, PROVIDE J" -1" BEAD OF I I BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED 1 I I CAULK/SEALANT OR SOLDER FLASHING. PROVIDE FLASHING UNDER THRESHOLD OF DOOR I BETWEEN PAN FLASHING BOOT AT POSTS AND RETURN UP JAMB 6". USE I I AND DECK FLASHING. I STUCCO STOP #3 f- BUILDING WRAP TO GO OVER FLASHING LIQUID NAIL BRAND OR EQUAL I � I i I EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING I � I PER BUILDER 10 1 #2 i J FLOOR SHEATHING I I a s x i FLASHING. PROVIDE SELF ADHERED -�zt I ..., _.. FLASHING LAPPING DOWN OVER RIM JOIST I r i I I AND UP WALL BY 6" FLOOR I WATERPROOF MEMBRANE FLASHING TO BE FLEXIBLE SELF TRUSS j#1 ADHESIVE TYPE (MIN 6" WIDE) i i 2X8 TRIM BOARD PRECAST LINTEL 1111 STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING SHEATHING LAPPING DOWN OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS y. SPACED EVENLY @ 24" O.C. MAX FLOOR TRUSS TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8' CMU BLOCK EA. JOIST SEE STRUCTURAL AND EXTERIOR SHEATHING TEXTURED BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL A L 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH V V L COVERING FLASHING TO FORM WATER SHEDDING LAPS` gTyF FOLD UP WEATHER 2017 FBCR SECTION R703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFs�sT ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE eq REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. � PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER �pONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH SILL PLATE (SEE DETAIL BASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 0 FOR OPTIONS) s� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS P� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 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. 0 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 SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE (MIN. s" WIDE) FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT 2. INSTAL FLASHING IN ORDER As SHOWN BY NUMBERS FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TYPICAL SLIDING GLASS DOOR FLASHING DETAIL TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE FOLD UP WEATHER RESISTIVE OF THE FOLLOWING OR OTHER APPROVED METHOD: 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 � (ASSEMBLED1 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. i FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. FLAS91N I DO NOT FLASH OVER BOTTOM NAILING FLANGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH HEAD FLASHING TIE-IN PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. INSTRUCTIONS: 1. CUT, FOLD UP &TEMPORARILY NOTES: 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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 w DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA i, RAROA 34677 813. 92.5. 1300 TEL - 813.925.1800 FAX W W WDAVISBEWS.COM TAMPA • DENVER r0 � J0O 0 Jc�%; No CD law m N L L .?a _j o 0 �.0 ss� 0 C 00 E may iL- = J+,N �+ 0 O z020 JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED • ATLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMA i, RAROA 34677 813. 92.5. 1300 TEL - 813.925.1800 FAX W W WDAVISBEWS.COM TAMPA • DENVER ---R a EST.1994 ezz:--- • ATLE • FLASHING DETAILS —SHEATHING —TEXTURE —FINISH COAT —BROWN COAT —SCRATCH COAT —SELF -FURRING LATH —TWO LAYERS WRB —WEEP SCREED —TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. —SELF ADHESIVE FLASHING —MASONRY BLOCK WALL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF ----- JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER 1 �mflleh111M SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F— WIRE LATH DO NOT FLASH OVER BOTTOM NAILING FLANGE ADHESIVE AS SHOWN) / BOTTOM OF THRESHOLD SECTION -A (SEE / DETAIL WP02) SELF -ADHERED � FLASHING / SELF -ADHERED ,t. NAILING FLANGE FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER SHEATHING ASPHALTT: EXTEND MIN.IN. OF OF 6" ��/�! 1� ILIT TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES �—a ESI:1994 et:=o-- EXTER. WALL FINISH ;,- �— AV Ih irl 1. ROOF CRICKET: SELF -ADHERED FLASHING , 0'(�� SELF -ADHERED FLASHING PLASTER STOP WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL yN EXTERIOR DOOR WITH DECK - SECTION A (REQUIRED AT CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER m N SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF j r r BY PLAN LOCATIONS) AT ENTRY EXTERIOR 6 am ' ' ' `''" SHEATHING FLASHING W/ TAR E MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED O c n CD z BE APPLIED UNDER THRESHOLD OFFLASHING JAMB &HEAD FLASHING PER DIVERTER DOOR AND RETURN UP JAMB 6". USE ir» :• FLASHING, SEE FLASHING SELF -ADHERED FLASHING REFER TO TECHNICAL / LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE ''» ?'»>`•°,' :>;i: ROOF MATERIAL PER SHINGLES W/ TAR LETTER ON CHEMICAL / WEATHER PROOF CAULKING NOTE: THIS DETAIL IS REQUIRED DETAIL WP01) SCORED AT ALL VERTICAL WALL INTERSECTIONS FASCIA COMPATIBILITY ' WITH ROOF VALLEYS &ROOF CRICKETS. PRE-ENGINEERED ROOF RELEASE PAPER SELF -ADHERED FLASHING / • SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE MINIMUMF6„ RELEASE PAPER TO EXPOSE -� / VERTICALLY OM DO NOT FLASH OVER BOTTOM NAILING FLANGE ADHESIVE AS SHOWN) / BOTTOM OF THRESHOLD SECTION -A (SEE / DETAIL WP02) SELF -ADHERED � FLASHING / SELF -ADHERED ,t. NAILING FLANGE FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER SHEATHING ASPHALTT: EXTEND MIN.IN. OF OF 6" ��/�! FLA I. GALV. "L"" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES �—a ESI:1994 et:=o-- EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: �♦/A� YJ , 0'(�� MIN: 3:12 SLOPE PLASTER STOP am yN CRICKET AS (REQUIRED AT m N SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF j r r BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER 6 am ' ' ' `''" FLASHING W/ TAR E Ad J*yf 4. O c n CD z CONT. GALV. "L" FLASHING PER DIVERTER ir» :• MANUFACTURES FLASHING SPECIFICATIONS OVER ROOF ''» ?'»>`•°,' :>;i: ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE `"-': ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. PRE-ENGINEERED ROOF ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHINGWlTAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTEDMANUFACTURES EXTERIOR WALL FINISH = SPECIFICATIONS OVER ROOF w F : •�' a' ;.r??; .:*..:: SHINGLES W/ TAR �. �. .:::, ' �: w -'a •".::: HOLD EXTERIOR • . : w K w x`r . d.:.� i:.::.:.. FINISH 2" ABOVE r: R �'y ..c'~ " K: " :. :"• •".• ROOF SHINGLE PER E IM'M',.y (I'�• w L•a,w eiw w �•� 4 w•i•,•'Iw a K~ �\OG ":w : r �' •.'� FLASHING CONTRACT CAULKINGyNc NCS 0��``O� TYPICAL ROOF TO WALL FLASHING DETAIL RAKE METAL DRIP EDGE TO BE OVER LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT FIGURE Z: WALL FINISH CERTAINTEEDWINTERGUARD GABLE ENDS WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. SAVE 7" PIECES ASPHALT SEALANT: TO USE IN 5THCOURSE EXTEND MIN. 6" ABOVE FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPECS. 6" HIGH DIVERTER e° �CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV. 'L' FLASHING TRIMMED SHINGLE TYPICAL.. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT R(VlF FAVFC EAVES FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR - a-4o6apoi OMI i ill NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING -',�•�'o BLOCK 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING PATCH ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND LAS WATERPROOFING METHODS TO BE USED. • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED x 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 80. 925. 1800 FAX W W WMAVLSBEWS.COM TAMPA • DENVER. �—a ESI:1994 et:=o-- rLo Ooino OJc'o%ap �♦/A� YJ , 0'(�� am yN m N L �pi L • 0 C D'p P. n am V 0 o_ Eo E Ad J*yf 4. O c n CD z • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED • TITLE • FLASHING DETAILS if I pr T • HING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 80. 925. 1800 FAX W W WMAVLSBEWS.COM TAMPA • DENVER. �—a ESI:1994 et:=o-- • TITLE • FLASHING DETAILS if I pr T • HING DETAILS ELECTRICAL KED' 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET (2) A/C IZ �.� GROUND FAULT INTERRUPTER DUPLEX OUTLET DIBCONrI MAKE-UP T FE EXT. WALL HORIZ MAKE-UP FLAT COUNTERTOP `POP -UF` GROUND FAULT LIGHT �Fa INTERRUPTER DUPLEX OUTLET — — , — — — , LKsHt �$ HALF -SWITCHED DUPLEX OUTLETqp sPEC1AL PURPOSE ou1LEt 22� V LAUN. — — — - — — - WP. � . DUPLEX ouW N FLOOR I I I GF1. 220 VOLT OUTLET L— — - s WALL SWITCH WP. STUDY L I GF _t3 THREE-WAY SWITCH OWNER'S BATH <\ / ROUGH.N I I I '�.a� HALF 14 FOUR-WAY SWITCH OWNERS SUITE I I FOR oPr. L — —' PANEL BATH PORCH $ D DIMMER SWITCH I <\ /i ROUGH -IN L' j �% FAN&W �-• CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ( FOR OPT. I I WALL MOUNTED INCANDESCENT LIGHT FIXTURE / FAN/LIGHT I �� / CsFa. RECESSED INCANDESCENT LIGHT FIXTURE I J I I I _ WORIX I // / I C. LIGHT FIXTURE WITH PULL CHAIN \\ I I ;Q; MAKE-UP GF1. COACH TRACK LIGHT I � VERIFY oClcELECTRICAL I I I T AT 48' LIGHT FLUORESCENT LIGHT FIXTURE 0 (VERIFY REQUIREMENTS AND I — 1— — — — — — — — \\ SD I LOCATION) I r (� EXHAUST FAN L HEIGHTS FOR PLASMA TV. O I I GFl ; ', EXHAUST FANLIGHT COMBINATION ( I I I (cM FOYER f AT 48"aWBOON FOR D ELECTRIC DOOR OPERATOR (OPTIONAL.) ul IS W OPENER ® O ❑ PUB ® CHIMES (OPTIONAL) — \ \ \ . / / PUSHBUTTON SWITCH )OPTIONAL) I WP. CM SD © ( _ ® CARBON MONOXIDE DETECTOR GFl \ r \ \ T — s� SMOKE DETECTOR (ARC -FAULT) s� SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I \ G.C. VERIFY ELECTRICAL ( I r II I TELEPHONE (OPTIONAL) I AND BLOCKINGUP TO ® TELEVISION (OPTIONAL)REQUIREMENTS, AND FAN/ LIGHT Q THERMOSTAT I / LANAI / HEIGHTS FOR PLASMA TV. G.F.I.I - CGn �W/FAN DINING AT 32' KITCHENELECTRIC METER i OFT. STD. LIGHT GFa G1. 41 1, I I ` 7 AT 48' IL V J = ELECTRIC PANEL i OPT. FAN GATHERING ROOM \ I - INR FS X01OI —� DISCONNECT BUTCH j J �Q,I _ GL. VERIFY: LOCATION - GFJ. 2 CAR GARAGE SPEAKER (OPTIONAL) I I I Pl7JD I I OF DISPOSAL SWITCH ®I ( (VERIFY AND GF.I. OUTLET is r vJROUGH -N FOR OPT. CEILING FAN ( I I LOCATION) I i — UNDER SNK CABINET I fsF1. c /> CEILING G J MOUNTED NCANDESCENr LIGHT FIXTURE WOF WNDas ROYH-N FOR OPT. CEILING FAN NOTES \ I �GF1. _ GF1_ CsF1_ _ GF1.1 C. L wi. — — — I PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS(CM) AS INDICATED — — — — — - — — — — a IR 48' N PANEL 200 AMP IR48' ON PLANS OR AS (TEM N0.4 AND 5 BELOW INDICATES. COACHLIGHT 2. UNLESS MRWIBE INDICATED, NSTALL BUTCHES AND RECEPTACLES AT THE FOLLOWING HEWS ABOVE FINISHED FLOOR MICROWAVEA VENT HOOD AND SWITCHES.... 42' OUTLET +14' MICRO t0 EXTERIOR W.F. W.I. FOR OUTLETS ....14' tJJfs. SERVICE TELEPHONE..14" (UNLESS ABY COUNTERTOP) TF_LEVISION..14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE 0 ALU. CABLE AND INSTAR LOCALLY CERTIFIED SMOKE DETECTORS, MAN DISCOrWECrIL;4-- A/C 4. ALL PIA AND 20A RECEPTACLES N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, COMBO - SQUAREDIM DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A REFER TO FLOOR V. '14 AND 01 COPPER r0 COMBINATION TYPE AF.C1. DEVICE AND TAMPER -PROOF RECEPTACLES PER INSIDE LIGHTS AND OUTLETS NEC. 2014 40611 AND 40613 PLAN FOR NOTED PANEL AMPS. REQUIRED '10 COPPER r0 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY WATER HEATER ROCMS SHALT. BE GF.C1. PROTECTED (GF1). UNDERsROUND 18 COPPER TO RANGE SERVICE BY �4 COPPER r0 5/8' GROUND ROD 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL POWER COMPANY ALSO SERVICE TO BE BONDED ELECTRICAL WORK Is IN FULL COMPLIANCE WITH NFPA 10, NEC. 2014, FB.CR - 6TH t0 FOOTING STEEL EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCES. 1. EVERY BUILDING HAVING A FOSBIL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALT. HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL PUB' ICAL RISER DIAGRAM S ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN NOTE: SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE ELECTRICAL. MATERIALS AND INSTALLATIONS SHALL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORArORI . ELEC. CODE, LOCAL CODES, AND THE LOCAL PMER COMPANY. G.G. VERIFY ALL - SMOKE DETECTORS TO BE HARD -WIRED io i� • JOB NUMBER - • CAD FILE NAME LOT 83 1B ISSUED 07-02-18 RENSED so • x DAVIScjz) L BEWS DESIGN GROUP C U � O o� --�� FST: 1994 ezz� C � to o = ro o N O p� CO IEWY Lcy J*fp 60 z C, • JOB NUMBER - • CAD FILE NAME LOT 83 1B ISSUED 07-02-18 RENSED so • O d - W 0 �z C) z ,-4 CD� �O M O 00 J 2582 ' TI TLE • MAIN FLOOR ELEC. PLAN DAVIScjz) L BEWS DESIGN GROUP L50 STATE STREET EAST CX DSMAtt, FWR MA 34677 813.925.1300 MU - FL813.925.1800 FAX 813. 925. 1800 W W WnAVISBEWS.C.OM TAMPA • DENVER --�� FST: 1994 ezz� O d - W 0 �z C) z ,-4 CD� �O M O 00 J 2582 ' TI TLE • MAIN FLOOR ELEC. PLAN ELECTRICAL <E*� [& . DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET h&IF.L GROUND FAULT INTERRUPTER DUPLEX OUTLET jqFLAT COUNTERTOP 'POP-UP' GROUND FAULT Fa INTERRUPTER DUPLEX OUTLET N�-_ HALF -SWITCHED DUPLEX OUTLET F® SPECIAL PURPOSE OUTLET :G DUPLEX OUTLET N FLOOR 210 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY 8UTC14 $ D DIMMER SWITCH + CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE W WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN ;b, EXHAUST FAN)LIGaHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL.) D PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) (� TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cj 1> ROUGH -N FOR OPT. CEILING: FAN v 1> c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE IN G J ROUGH -N FOR OPT. CEILING FAN NOTES t PROVIDE AND NSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (c J) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE NDICATED, NSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HELOTS ABOVE FINISHED FLOOR: SWITCHES ... 42' OUTLETS..... 14' TELEPHONE.. 14' (UNLESS ABV COUNTERTOP) TELEVISION..14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS 4. ALL SA AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DNNG ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFL( DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2014 40612 AND 40613 5. ALL SA AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPL1. PROTECTED (GF1). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA 10, NEC. 2014, FBLR - 6TH EDITION (2011), AND ALL. APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-KIEL-BU%NG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION S ICKE CARBON MONOXIDE ALAIM SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICA INCLUDED ELEV. SHOWN GARAGE LEFT PLAN JOB NUMBER — CAD PLE NAME LOT 83 TB ISSUED 07-02-18 REVISED 0 DAVIS BEWS DESIGN GROVP • 150 STATE STREEEi EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994- Y x W O Oz. Uro C, tQ OJco(\; CD un CD � Y/ 0 (I O 's N cn 00 O T O Q G L O O LD - 0� CO �E i6! -01 cy L J �C (�f� ZN�ot JOB NUMBER — CAD PLE NAME LOT 83 TB ISSUED 07-02-18 REVISED 2582 nrLE UPPER FLOOR ELEC. PLAN 0 DAVIS BEWS DESIGN GROVP 150 STATE STREEEi EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994- 2582 nrLE UPPER FLOOR ELEC. PLAN 0 w Y O Oz. m CD un CD � � CD � cn 00 O O 2582 nrLE UPPER FLOOR ELEC. PLAN c", ld�'-�II 15'-T711 'dl FRAMING FA5TENER CAPACITY LEGEND O SIMP50N MT5MI6, 20 - (1)10d w/ f4) 114" x 21/4" TITEN (TYP. 11 SIMP50N HGT-3 (3 ply member) - (2) 3/4" DIA A5.+ (16)10d (THE FOLLOWING: SHALL APPLY UXO.) LEDGER A (LA) - FRAME TO MASONRY) EMBED A5. INTO MASONRY K0. BLOCK 12" (MIN) SET BOLTS IN AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE. THIS IS A REQUIRED TERMINATION FOR THE O2 SIMPSON METAIS-40 - (8)10d x I-111" (TYP. FRAME TO MASONRY) SIMPSON SET -XP EPDXY. (TYP S.YP. FRAME TO MASONRY) 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.). @ SIMPSON H10A - (18)10d X I V1" (TYP. SYP FRAME) 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (161" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE O SIMPSON MSTAM24 - (3)10d w/ (5) 114" x 2 114" TITEN (TYP. LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE FRAME r0 MASONRY? @ SIMPSON MT512 - (14)10d 1111" (TYP. SYP FRAME To FRAME LEDGER (MIN.). ® SIMP50N LTT205 -(10)-10d + V2" x 10" AB (TYP. FRAME TO ALL-AROUND) TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - MA5/FRI ALL-AROUND) i� SIMPSON LSTAI8 - (14) 10d (TYP. FRAME TO FRAME) ATTACHMENT OR HTSI6 AT TOP CHORD BEARINGS AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER O SIMPSON HETA20 - (V -10d x 11/1" (TTP. SYP FRAME TO LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA x 8" A$. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING MA50NRY ALL-AROUND) @ SIMPSON HTS20 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO SUPPORT ALONG MASONRY WALL). 6 O 5IMP50N HTT4 - (U 5/8" dia. A5. + 18-I6d BOLT IN SIMP50N SET FRAME ALL-AROUND) (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. SYP FRAME 16 SIMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS TO CONCRETE) LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (1611 O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT SIMP50N HTT4 - (U 5/8" DIA ATR + (18) 161). EMBED A5. INTO 1� (2) SIMPSON MT518 - (14)10d I W" AT EA STRAP (TYP. SYP FRAME TO ACCEPTABLE. MASONRY K0. BLOCK 6" (MIN) INTO MA50NRY K0. BLOCK WITH FRAME) RESPECTIVELY, U.N.O. SIMPSON SET EPDXY. (TYP. SYP FRAME TO MASONRY) IS (2) 51MP50N WT520 - (24)10d 10' AT EA STRAP (TYP. 5YP FRAME ® 51MP50N HTT4 - lU 5/8" DIA AIR + (18)161). EMBED A.B. INTO MASONRY KO. BLOCK 7 (MIN) INTO MASONRY K0. BLOCK WITH TO FRAME) SIMPSON SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) 0 19 SIMPSON 5T6224 - (28) Ibd (ITP. FRAME TO FRAME ALL-AROUND) O SIMPSON MGT - (U 5/8 DIA AIR + 22-10d EMBED ATR Fl" (MIN) (3) SIMP50N WT520 - (24)10d 11/1" AT EA STRAP (TYP. S.YP. FRAME INTO MA50NRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP TO FRAME) 2 -PLY TRUSS HEEL TO MASONRY) 21 (4) SIMPSON WT520 - (24)10d 11/1" AT EA STRAP (TYP. 5YP FRAME ® SIMPSON LGT3-5D5 25 (12) 114" x 3" SDS 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 TRU55 HEEL MASONRY) ® SIMPSON MSTAM 36 - (4) 1141 x 2114" TITEN TO BLOCK AND 1-I0d 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME 9 5IMP5ON HTT5KT - (i) 5/8" DIA A.B.+ 2b -5D 1011 x 2 I/1" BOLT 224 SIMP50N HT5MI6 - (8) 10d x I U2" w/ (4)114" x 2114" TITEN 1 (TYP. SYP SIMPSON SET EPDXY. EMBED A5.5" (MIN) INTO CONCRETE (TYP. SYP FRAME TO MASONRY ALL-AROUND) FRAME TO CONCRETE) 2 51MP50N M5TCM40 W/ (14)-Ibd SINKERS AND (10) V411 x 2 V4" TITEN 2 10 SIMPSON HGT-2 (2 ply member) -(2) 3/4" DIA A.B. + 16-10d EMBED SCREWS `%%%t A.B. INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN SIMP60N 26 SIMPSON M5TCMb0 W/ (20)-Ibd SINKERS AND (14)1/411 x 2 V4" TITEN 2 SET -XP EPDXY. (TYP 5.YP. FRAME TO MASONRY) SCREWS ��\ •••• NOTES: �;co co _ Y Z N L TRUSSES ARE SHOWN AS PROVIDED BY THE WGR CONTRACTOR SHALL - : v REFER r0 THE FINAL TRUSS ENGINEERI% PACKAGE FOR CONSTRUCTION :;> ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL r0 OR av �i�%..•• 1 THELOADVALUEOF THE STRAPPING LISTED. 2. CAPACITIES EACS PER SIMPSON STRONG-TIE� CATALOG (C -C-2011), / AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRu55 DE61GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTION_ S MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHEROE: I: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON META20 (AT EACH TRUSS) W/ (8)10d x 1-1/1" (UNO) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMP50N HETA20 (32" O.C. M� 10d x 1-1/2" (1,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*) (UXO) 3. ALL FRAME TO TRUSS CONNECTIONS To BE SIMPSON HIDA W/ (181 10d x 1-1/2" OR SIMPSON WT520 W/ (24)10d x I-V211(TYP. FRAME TO FRAME ALL-AROUND (UNO) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CO%ECTIONS A SIMPSON M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE MSTCM60 CAN BE INSTALLED PER MANUFACTURERS SPECIFICATIONS FOR FULL CAPACITY TRADITIONAL ELEVATION TRUSS STRAPPING PLANS SPECIFICATION FOR LEDGERS (THE FOLLOWING: SHALL APPLY UXO.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE. THIS IS A REQUIRED TERMINATION FOR THE SHEATHING: DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 0 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 B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (161" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHINGS DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME 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 C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A$. AT 12" O.G. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT Ls TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - l2) 2x8 PT W/ (4) SIMPSON SD825600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE L ATTACHMENT OR HTSI6 AT TOP CHORD BEARINGS AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA x 8" A$. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/6" DIA. x 811 A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 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) SIMPSON 5D525600 SCREWS AT EA. STUD (1611 O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 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/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. 101916 TRADITIONAL ELEVATION TRUSS STRAPPING PLANS • JOB NUMBER - • CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED 111//, 2 ILL .� 0 ; J— w •¢� !Z. CD S\O • �5 4" 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 4 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOTREVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINEANY LOAD BEARING CONDMONSAND - RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W O O �z O z� O O ■ M O (DO 1"".- >_ (D,Q 2582 • TI TLE • TRUSS STRAPPING PLAN x w ' o IQ o 0 J co I oNc�c Ls > > J N L 60 LL 00 0_j Co Y cy LJ �m 00 c�n ZNL 7 • JOB NUMBER - • CAD FILE NAME LOT 83 TB ISSUED 07-02-18 REVISED 111//, 2 ILL .� 0 ; J— w •¢� !Z. CD S\O • �5 4" 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 4 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOTREVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINEANY LOAD BEARING CONDMONSAND - RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W O O �z O z� O O ■ M O (DO 1"".- >_ (D,Q 2582 • TI TLE • TRUSS STRAPPING PLAN GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" 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 IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS 6 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 RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BCS( 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 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS 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 MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED e 16" O.C. 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 ALTERNATIVE "SYSTEM" 16 NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM 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/JOfST/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 SDS25600 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 7/16" 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 SPI CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. 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-i/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/0 HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE i/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): •8904.5.1 NAILS: •• NAILS SHALL BECORROSION-RESISTANT NAZIS CONFORMING TO ASTM Flrorol OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL 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 ro"X6"X3/8" STEEL ANGLE W/ 1/2" DIA, X 5" SiMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.IA. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 9 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED iN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 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/r000 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRiCK/STONE. • BRICK/STONE 4 iTS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 316). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/ACI 530/A6CE 5). 1.3.1 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-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.1. NATIONAL DESIGN 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 1 PSI= FOR SHINGLE OR METAL 20 PSI= FOR TILE 2.2. FLOOR LOADING: L i VE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 23. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S 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 15 AS PER 2.4.1, STANDARD CEILING FINISH i5 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 P5F AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MiNIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi w 28 DAYS (U.N.O.). 4.3. REINFORCEMENT RE5AR5 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 0.156 BY VOLUME MiNIMUM (1.5L55/CUYD). 4.5. LAP SPLICES 4 NOOKS 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/TM8 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. 52. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: E52.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.22. COMPRESSIVE STRENGTH REQUIREMENT IS 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.UA Q L TY ASSURANCE (S NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 8"411. 53. PRODUCTS: 53.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 53.2. MASONRY UNIT MATERIALS SHALL BE 1900 1051 MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 53.1. 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. 53.10. 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/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/Si, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8"7, AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 62. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1 MINIMUM OF 3 PLY _2x STUD -S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 63.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P..*2 OR BETTER. 63.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 6 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 63.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 63.5. 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 -a MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 6 4'-0 O.C. MIN. P 63.1. 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. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT iN ACCORDANCE WITH F.S. 11-W-511 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, 1/i6" 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. 6.62. WALL. 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.63. FLOOR: CARPET, ViNYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS_ GENERAL STRUCTURAL NOTES (CONT.): 6.1 ALL NAILING 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 BCSi 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 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '07,52, ATTACH TO SLAB WITH 1/2" DiA. x 10" A.B. -8 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 's 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE .0 24" O.C. AS PER DETAIL 'F'/52. BLOCKING DEFINED (THE FOLLOLUING SHALL APPLYVN.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED A5 A GENERIC, TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKIN6 SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED NITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A HALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATNISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING NITHIN A FLOOR TRUSS NEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIA60NAL NEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE NEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. - • BLOCKING NITHIN A ROOF TRUSS NEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATN15E NITHIN THE PLANE OF THE TRU55 NEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL NEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO NEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR NHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW NITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRANSFERRIN6 UPPER POINT LOADS (I.E. - STUD PACK -5) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME HOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS 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 SHEATHING JOINTS MUST FOLLON THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPIN6, BRACING, AND SUPPORT, U.N.O. Ml SPECIFICATION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS (Tl -E FOLLOWING SHALL APPLY U") FOLLOWING APPLY .O. • IF lx - ATTACH WINDOW THROUGH. BUCK TO LU • ALL 1/2". DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE MA50NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x roti=° »8Wz n SHALL HAVE A MINIMUM EMBEDMENT OF 5". B h M 00W • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY • 2xK- ATTACH TO MASONRY w/ I/4" x 3" MASONRY ANCHORS 6 12" O.C. w/ MAX. 6" FROM END OF BUCK aa�� 2 Z SHALL HAVE A MINIMUM EMBEDMENT OF 5". (TYR ALL 2x WINDOW BUCK ATTACHMENT.) rz • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL J LU X030wzx� Vww u l7z_aF-�n W SHALL HAVE A MINIMUM EMBEDMENT OF V. • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL V' YUVwzgwj _I Z a a LIMITATIONS (THE FOL L G APPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 1'. 0 0 • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET • VORTEX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA ®® (' Ln • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT d M DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL W 00 M W V tt O DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, p � _ NOTATION TO USE SAME. �% � AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY Z X SMO tJ� DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY %��: OF THE DESIGNER W N O r; PRE- ENGINEERED WOOD 12 TRUSSES 9 24" 0/C (TTPa SEE ELEV. UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON SP2 9 EA.STUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR FASTENING DOUBLE 112X" S.PF. TOP PLATE - •d\ - GRADE 60 5AR SIZE SEND DIAMETER LEWGTH -'• ti - K0. CMU BOND LAP SPLICE PLANS, REGARDLESS OF HOW MINOR, - - - .�.� .BEAM " EMBED AGI "6"03 •3 I"UIS 48 1/2 i15" STD. HOOK IN PLANS, THEY SHOULD BE READ CAREFULLY 4/2 9 /4 g 6" 04 BOND BM 6 131/2 20 3" 1 6 121/2 21 45 31/8 05 BAR VERTICAL WALL REINF. 25 3 3/4" 15 151/2 26 GROUT CELLS SOLID SEE PLAN 33/4 S 14 _ ,, • FOR LOCATIONS 35 111 43/6 '•= "5 DOWELS SEE PLAN FOR 5 1/4" 105 213/4 53 .w--1 ELi LOCATION LAP 25" MIN. - - 8" 12 243/4 CLEAN OUT aHim -2E w Z �2G� `=�Q3 O OLU - �. :;► 9" 135 28 EMBED ACIJ, ° V=rjl7 z w co WWZ>rF_ a 0'-0" FINISHED It STD. HOOK IN • ••f'. •� • 4 ; 'T •• :� FLOOR O FOOTING . �O ®. (y ° LU Z N cM N d. M ®� p 00 LU I- 00 M LLJ N ®� W -t O Ln lQ D _ ZLL. Q Y w Z X? MLU O 0 A °( Yo 3" •a�.. a .I . 1U , :. A �4�i�� 1=3-1/1 dop • J " - ° Q • 1 114 1 4�" •_....; .t 06 � �I p 0 J v - ... ♦ DATE 03-Pi8-18 SCALE NOTED DRAWN MK/PDK JOB _ - LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 2X4 PT STUDS 9 16" O.C. ORCRICKET AS : ` FOOTING SEE FOUNDATION (1)2X4 PT STUD 6 24" O.G. UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS �- 5IMP50N SPI 9 EA. STUD VMAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.B. 9 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMP50N META20 9 EA.STUD + MOISTURE BARRIER 8"XS"X16" KO. BLOCK W/1 05 CON . (1)15 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90• HOOK IN K.O. BLOCK LEGENDNOTE: ® "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) 10" MIN. GRADE 60 5AR SIZE SEND DIAMETER LEWGTH -'• ti '+ ' '`- ' • K0. CMU BOND LAP SPLICE PLANS, REGARDLESS OF HOW MINOR, - - - .�.� .BEAM " EMBED AGI "6"03 •3 I"UIS 48 1/2 i15" STD. HOOK IN PLANS, THEY SHOULD BE READ CAREFULLY 4/2 9 /4 g 6" 04 BOND BM 6 131/2 20 3" 1 6 121/2 21 45 31/8 05 BAR VERTICAL WALL REINF. 25 3 3/4" 15 151/2 26 GROUT CELLS SOLID SEE PLAN 33/4 S 14 _ ,, • FOR LOCATIONS 35 111 43/6 '•= "5 DOWELS SEE PLAN FOR 5 1/4" 105 213/4 53 .w--1 ELi LOCATION LAP 25" MIN. - - 8" 12 243/4 CLEAN OUT aHim -2E w Z �2G� `=�Q3 O OLU - �. :;► 9" 135 28 EMBED ACIJ, V=rjl7 z w co WWZ>rF_ a 0'-0" FINISHED 95 x g STD. HOOK IN • ••f'. •� • 4 ; 'T •• :� FLOOR O FOOTING . �O ®. (y ° 2X4 PT STUDS 9 16" O.C. ORCRICKET AS : ` FOOTING SEE FOUNDATION (1)2X4 PT STUD 6 24" O.G. UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS �- 5IMP50N SPI 9 EA. STUD VMAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.B. 9 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMP50N META20 9 EA.STUD + MOISTURE BARRIER 8"XS"X16" KO. BLOCK W/1 05 CON . (1)15 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90• HOOK IN K.O. BLOCK LEGENDNOTE: ® "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 5AR SIZE SEND DIAMETER LEWGTH LAP SPLICE BEND DIAMETER LMT. LAP SPLICE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX " l' „ " ENGINEERING, LLC SHALL AUTOMATICALLY "6"03 •3 I"UIS 48 1/2 i15" SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY 4/2 9 /4 g 6" 04 1 21/2 6 131/2 20 3" 1 6 121/2 21 45 31/8 15 113/4 25 3 3/4" 15 151/2 26 % 33/4 S 14 30 41/21 9 181/2 35 111 43/6 105 161/2 35 5 1/4" 105 213/4 53 .w--1 ELi �0,•-1� O W Z - - 8" 12 243/4 1 14 aHim -2E w Z �2G� `=�Q3 O OLU - - - - 9" 135 28 1 95 At PLAN FOR SIZES 4 MORE INFO. • :. ("--L�Masonry Wall Reinforced Cell Detail $-1 SCALE: NTS 10" MIN. .:.::;, :....: ... ::.:., ti ;:: 8x8 K.O. CUM BOND BEAM + w/ I-✓ BAR CONT. PRE-ENGINEERED CONC. LINTEL 1- *5 BAR CONT. EMBED ACI INTERIOR LOAD r= NOT FOR USE IN THE HYNZ (DADE, BROWARD) ' SPH4 CONNECTORS SHOWN. Kneewall Above Mason Wall Detail STD. HOOK IN .: � 05 BAR VERTICAL WALL REINF. (4) 106 NAILS BEARING WALL lW/ AT 2X8 WALLS USE SPHS S 1 SCALE: NTS FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF BOND BM. GROUT CELLS SOLID SEE PLAN TRUSS TOP PLATE SPH4 CONNECTORS SHOWN.FOR LOCATIONS BRG. TRUSS BRG. FOR WALLS LARGER THAN , Rebar Lap, Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE 5IMP50N SPI S ON "J" BOLT W/ NUT 4 WASHER (REFER TO S 1 SCALE:NTS NOTE: EACH SIDE OF STUD TO .: T I ECs ND REGARDLESS BOTTOM PLATE 4 5IMP50N DOOR MANUFACTURERS INSTALLATION SP2'S ON EACH SIDE OF •5 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) ' 05 DOWELS SEE PLAN FOR STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. - LOCATION LAP 25" MIN. WALL SHOWN ON 70 TOP PLATE w/ UN.O." REINF. GROUT 2x6 P.T. JAMB NOTE: "AT 2x6 WALLS USE SPH6 PLANS, WALLS CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR 5IMP50N SPH4 w/ EMBED ACI BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR 71 a (SEE TRUSS SHEET SPH4 CONNECTORS SHOWN. CLEAN OUT (W/O UPLIFT) STUDS 6 I6" O/C ROOF TRUSSES ADDITIONAL STRAPPING a NOTE: STD. HOOK IN FOR SCHEDULE) A7 2x8 WALLS USE SPHS FOOTING EITHER s COLUMNS a "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF SPECIFICATIONS, JAMB SHALL BE 2x6 SPH4 CONNECTORS SHOWN. 0'-0" FINISHED DIRECTLY OR g GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (U SIMPSON SPH4 W/(12) 10d FOR WALLS LARGER THAN FLOOR _ ••:._ ..• INDIRECTLY HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON SP1'S ON . ; • ' ' •.; TING SEE FOUNDATION PLAN ..... . A.B. AT 24" O.C. STARTING 9" MAX. 11 EACH SIDE OF STUD 70 `.: ::: :: � GARAGE TO ARE TO BE INSULATE PER STUDS � 16 O/C .. ...•. • •... .:... '- •" • -FOR SIZES 4 MORE INFO. 1/2" DIA. x 8" HOUSE WALLS, BUILT AS '• ••• a • • ..: CALCS/SPECS 1/2" DIA, x 8" TITEN HD 6 24" TRACK/BRAGKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD 1/2 GYP. BOARD ' TITEN HD 9 48" INSULATE PER BOTTOM PLATE 4 SIMPSON •. ''.:.:.. • •, - •.4 o BEARING WALL O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. A7 EACH BOLT LOCATION. TRACK O.C. MAX (SEE CALCS/SPECS W/UPLIFT SPECS. SP2'5 ON EACH SIDE OF FOUNDATION (I) SIMP50N 5PH4 1500 LBS. ON EACH TRUSS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. l STUDS g 16"O.C. STUD TO TOP PLATES. , - PLAN FOR w/ 12-10d NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UN.O." TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 6 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCSJSPECS. N Mason Column Lanai/Ent Detail EXCEPTIO S) NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 SCALE: NTS PT BOTTOM PLATE W/ROOF UPLIFT)��PT BOTTOM PLATE S-1 SCALE: NITS CONTROL, UND." WALL THICKNESS) CONT. 2X PT SOLE PLATE 0'-01I - - 01 4 °.° .' - DBL STP TOP PLATE (1) SIMPSON SPH4 WK12) 10d 05 BAR TRANSITION ♦ - , - 4"CONC. SLAB. SEE COMMON NAILS EA. STUD z ti111 i • ' I— FOOTING SEE IT • _� DOTING SEE FOR WOOD FRAME WALL 70 .. ; - FOUND. PLAN FOR Q . 'OOIG AYIPS)TD. FOUNDATION PLAN FOR 1 ,_ _- FOUNDATION PLAN MASONRY ATTACHMENTS THAT KO. CMU BOND (� I —I I=III- MORE INFO. >j �- SIZES 4 MORE INFO. FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2" x 6" EL Y 0'-0" TOP OF SLAB �, BEAM INFO. THREADED ROD SET IN 5P4 s TOP E: • :. = • SIMPSON SET EPDXY. . Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail o _ _ �'' _ • _ ' ° - z N S-1 S 1 SCALE: NTS a !„. .•=.: •111 With Uplift SEE FOUND. PLAN — • :U SCALE: NTS 2 X S.Y.P. STUDS 6 16 O.C. - U.N.O.UN.O. :: ':: Y '; : ` •: VERT. WALL REINF. — Z Without Uplift p w FOOTING SEE _.�-�`•:�::� +.: ' `' � o :�� LOAD BEARING OR LU FOUNDATION PLAN FOR a " ' ` % �•'••. SIZES 4 MORE INFO. �, �:: ' CLEAN 4 COMPACTED SOIL. • SHINGLE /TILE ROOF -SEE ELEVATION EXTERIOR WALL 2 X STUp (95go MODIFIED PROCTOR PER ASTM D1551) BAR TRANSITION ,'. =:i' ��i/�6'�j •• •' ,... PRE ENGINEERED WD - : STEEL ACI STD. 05 / PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRUSS g 24" O.C. HOOK (TYP) .' '.'. �I11 1 PER MANUFACTURERS SPECIFICATIONS. SEE 11 "J" 8 G. M. U. Gara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUR (TYP) ELEV. 10 x 1/2 DIA. $ 1 SCALE: NTS " DOCUMENTATION TO INSPECTOR g TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS s ` ' P X P.T.STUD W/ Uplift INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) tt •* VERT. IN FILLED p • . UNDERLAYMENT 70 COMPLY WITH FBCR CENTERED ON WALL `" ~ ' 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE " " FLOOR Masonr Transition Detail BRNG WALL N HDx 6 TRUSS (4)10d NAILS INTO S 1 SCALE: NTS ELEVATION VARIES a Em TOP OF MASONRY BRG. DBL TOP PLATE TITEN HD 46" O.C. IF ,f 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5`-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF FINISH 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR/ --EXTERIOR F N SH PAGE FOR GARAGE SOFFIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) 1/2" GYP. BOARD CELL 70 BE FULLY ' APPLICATION _ - s -. SECURE PLATE W/ 10" 1 GROUTED • •.. —..� —.— . DIA. 1. 1.1 BOLTS 4 VARIES SEE ROOF PLAN : • .• e.:. • GRADE WASHEJRS s1 4'-0" O.C. e (MAX.) CENTERED ON 2X S.Y.P. *I STUDS 16"O.C. DRILL 4 EPDXY 1x2 P7 NAILER 8x8 KO. CMU BOND BM. w/ I - 05 BAR (U SIMPSON SPH4 •- ' -• --' •'•"•• - • , �• �� : ' .- �'-- I I=I I (=I ((- WALL. (REFER TO FND 4 � NOTE: CONT. (MIN LAP - 25) GROUT CELLS _ _ INTO LIN7EL/BOND 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. TYP. , : , .• ...,e. ..' : : -;'': .• :. : '• ' • FLR PLN FOR WALL INSULATION OR PER ENERGY OR CIP BEAM • MISSING DOWELS: WHERE FOOTING III=III—I THICKNESS) VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL g a - •> CALCSJSPECS. ABOVE WITH I I DOWELS ARE PLACED INCORRECTLY =III=III MINIMUM OR MISTAKENLY ELIMINATED, REPLACE EMBED AGI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE " CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" I DOWEL AT PROPER LOCATION W/ _ I I -I 11= IN BOND BM. '5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR a. = 4 GONG. SLAB. USE 6IMP50N SET GRADE 60 "5 BAR. INSTALL IN SLAB 0000 _ _ _ _ — — I I=I I (_, SEE FOUND: PLAN HIGH STRENGTH I '� W/ 5 MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO. I I= _ — — FOR MORE INFO. EPDXY SIMP50N SET EPDXY. MAXIMUM OF 3 PRECAST CONC SILL III , ,III=1 I I=1 I I---III=III=1 I I=1 11- ' " 4 IN ROW /0 10 r V 0 0 R R OTA ON A EL 7 L CURTAIN NAI T O O� S A R LER P P L B �— — — — — — - I � I I PROJECT Ix4 WINDOWS 4 S.G.D. PR EC WITHOUT WRITTEN A *5 BAR VERT. WALL REINF. CONT. .:-;;;;':.:�.::., P OYA . NOTE: Q : ' Y: • MESSING TRUSS ANCHORS: TRUSSES .. .. •.. . TO BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. A7 2x8 WALLS WHICH • `~ ~. I I C RE PLACED SUCH THAT AN WINDOW W/ C HOOK 6 IN ON AM f . - _ •. D SCREEN BOND . GROUT �L R USE SPHB CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 5IMP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'S ON W FOUNDATION PLAN • • `- '' DRILL 4 EPDXY . • OR MISSING MAY BE FASTENED C THE EACH SIDE OF STUD 70 TOP PLATES. UN.O.° W FOR SIZES 4 MORE ' •` ` t`' ' MINIMUM EMBEDMENT ' ' ' " CLEAN 4 COMPACTED SOIL. � ,:.:.,:.-....•,: u MASONRY BOND .BEAM USING ONE LU 8"x16" C.M.U. PER ASTM C-90 (TYP.) MODIFIED PROCTOR PER ASTM D1551) EPDXY 5IMP50N HTSM16 MAX. CAP IS 1115 Ix2pT FIR STRIP 24" O.C. FM=1900 P.S.I. (MIN.) W/ TYPE M OR INFO. •', (95go 5" EPDXY SET I I MAXIMUM OF 5 ►11 A ROW 4 10 TOTAL S MORTAR PER ASTM C-210 `� WITHOUT WRITTEN APPROVAL. Ix4 PT BASE NAILER K Gara a Wall Section Brn Wall 1/2" DIA x 6" AB AT INT. SHEAR WALL S 1 SCALE:NTS INSUL. PER CALLS. 4 SPECS OR TITEN HD g ONLY USE 5IMP50N H3 W/O Uplift EXISTING MASONRY 4 CONC. SLAB. SEE 24" O.C. IN w/ 8-6d NAILS FASTEN BOND BEAM OR FOUND. PLAN TO TOP 4 BOTTOM ELEV 0'-0" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. SLAB FOOTING SEE - BLOCKING 6 48" O.G. 1/2" GYP. BOARD 2X STUDS 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE HILTSECu C�F6 PLATE INSULATION OR SIZES 4 MORE INFO. FBCR EMEN21TIOUS FINISH PER • ACTUATED FINS 6 EQUAL PER ENERGY o T ical Ext. Mason Wall Section CALCSJSPECS. Q TVP. Retrofit Vert. Dowel Detail S-1 SCALE: NTS CONT. 2X PT SOLE S-1 SCALE: NTS 4"GONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 ELFV 0'-0" TOP OF SLAB SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: TOP TIE BEAM . ; SEE N-1 FOR 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. U1 " -"''`? Q *5 PERT. CORDER ADDITIONAL/ALTERNATE• CELL FILLED W/ LU • ,`'• ;r. SEE FOUND. PLAN N CONCRETE PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: d) FOOTING SEE - CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND I. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK O.G. IF RESISTING UPLIFT LOADS OR 3 1/211 EMBEDMENT AT 48" O.C. 1F RESISTING GRAVITY SIZES 4 MORE INFO. (S% MODIFIED PROCTOR PER ASTM DI551) EXPOSED FACE COURSES LOADS "5 LAP CONT. "5 M Garage Wall Section Non- Brn 25" LAP E Example CMU Wall Control Joint Detail HWood Frame To Mason Attachment Detail $' SCALE:NTS CornContinuity Detail S_1 S-1 SCALE: NTS R er SCALE: N.T.S. B rn g Wall Only $ 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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 W ZW� = C^ O¢wp W Z ~ O LL' � Z Z � W� = H � W �i0X: Uj F_ W► O F W g Z N V Z .w--1 ELi �0,•-1� O W Z \ 4 > LL m Q s a z¢ w -. p- �' ¢�zz N M ,,, 00 o�a�az aHim -2E w Z �2G� `=�Q3 O OLU C7 at L W= 0LL- � l�L W M, u J P: E,G 3 O W Z S J K LU V=rjl7 z w co WWZ>rF_ a Z Q 95 x g lu =¢gym ~a�Ww W - N w�� o a O �.1 co M �O ®. (y ° LU Z N cM N d. M ®� p 00 LU I- 00 M LLJ N ®� W -t O Ln 00 _ N D _ ZLL. Q Y w Z X? MLU O 0 v Q 00 Wz a cri g �4�i�� dop • J " - Q 1 114 4�" 0 J v LU Q DATE 03-Pi8-18 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 51 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FR4MlNG ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. IV' FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO S 251MR50N SCALE:NTS 2X4 CROSS DORMER ROOF BY DORMER RO BY ?BUSS MANUF. NAIL SHEATHING BOUNDARY EDGE WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. 1x4 PT w/ (3q 0.131 x 3 1/2" NAILS TO HEADER MIN. UN.O. WHEN NECESSARY TO MAINTAIN PROPER WITH) NRAN OPENING, ITNCES FRE15 (ACCEPTABLE F BASED ON SIMP50N MT512 g EACH TRUSS X i COMPLY WITH FBCR 2X4 RAT RUN TRUSS MANUF. OR IL ENGINEERING, LL/_ SHALL AUTOMATICALLY 2X12 WITH RADIUS CUT TO DE5IRED PROFILE. 2X BUCKS ATTACHED W/ INFORMATION PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE 905.11 35" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS -s 12" O.C. WITH MAX. 6" FROM BRACING S 48" CRIPPLE 4 (1) KING IS REQUIRED ON DK/PK SIMPSON An GA 2X TO 2X END OF MEMBERS MAS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS TYP. LOAD BEARING WALL CONST. SIMP60N MT518 OPENINGS. FRAME (SEE PLAN) GEN NOTE REVISED MEMBERS OR DIRECTLY TO CMU/WOOD 21lx4" 9 16" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS FRAMING ONLY. NUMBER OF DIAD. MEMBERS scaLE: Nrs CONTRACTOR RELATIVE TO NUMBER OF REQUIRED USE 5IMP50N SP2 9 STUD TO TOP PLATE, 5P1 STUD TO WIDTH, (2) CRIPPLES 4 (U KING IS REQUIRED ON EACH SIDE OF THE 2X MEMBERS ATTACHED OPENING SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE BUCKS TO BE ATTACHED TO CMU PER BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MTS12 AT CMU WALL BELOW W/SIMPSON A35 WHERE NEEDED TO MEET BOTT. CHORD WOOD tRUSSES ATTACHMENT TO BE SIMPSON A35. KNEE BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) MANUFACTURER'S 1/2" GYP. BOARD SEE 0� X03?W'Z2o V=U(9 ZZwv'-i LU OPENING VARIATIONS. MIN. 2X BUCK FOR m Q Z Z W z? j z Q ATTACHMENT PONT CORNER G 16" O.C. HORIZONTALLY PROHIBITS 2X THICKNESS -s CENTER OF ROOF TRUSS BY REQUIREMENTS. NOTE ON N -I PAGE FOR Um CMU/WOOD FRAMING, WITH OR WITHOUT 1X ROOF TRUSS MANUF. TYP. BUCK, WITH - 2X BUCK 6 EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE w O� Z =Ma cn N MIN. 1-1/4" EMBEDMENT. 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS � � LU �vMo GARAGE APPLICATION Z w O Mt r, o^ 2-2"x4" BLOCKING BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSON A34 SIMP50N LSTA12 t1 EACH IF IX THEN ATTACH u� LL OR EQUAL AT EACH END TYP. Q WINDOW THROUGH VARIES SEE ROOF PLAN WITH 4-1(oD COM TOENAILS G, EACH STUD OR EQUIV. BUCK TO CMU/ WOOD Z 5IMP50N LSTA12 AT EACH STUD TO FRAMING. IF 2X THEN END CK BLOCKING. ATTACH TO 2X BUCK - 2-2"x4" BLOCKING WITH 4-16D DBL. "2X" TOP PLATE . • DSC �� OM TOENAILS tv EACH END s END WALL o TYP. LOAD BRG WALL SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL CONST. 2"x4" O.C. (SINGLE 2"x4" a 16" O.C. (SGL SEE TRUSS SHEET FOR 1/16" MIN. APA DOUBLE -TOP PLATE RATED SHEATHING (MIN. STUD GRADE SVP) SIMPSON MT518 a BOTT. PLT., DBL TOP IF2X ATTACH TO CMULE / TILE ROOF 12 PRE ENGINEERED WD TRUSS - 24" O.C. EACH4 TRUSS PLT. w/ 1/4"x 3" TAPCONS ELEVATION FOR MORE SEE (TYP) SCALE NOTED FOR STUD SPACING JOB - 12" O.C. W/MAX. 6S ELEV: FROM END OF BUCKASTENING TO NOTE:x6 INSULATION PER ENERGY CALLS. SIMPSON LSTAI2 's (TYP. ALL 2X WINDOW PER EACH STUD OR EQUIV. BUCK ATTACHMENT.ACTURERS "AT WALLS USE Misc. Dormer Knee IFICATIONS. ACTOR TOIDE lrlwlmr�i Details HURRICANE ANCHOR EACH TRUSS SEE2-2"x4" BLOCKING WITH 4-16D : : MANUF. TRUSS SHEET FOR MORE INFO. COM TOENAILS g EACH END F S-2 MENTATION TO (12) NAILS SEE N LIEU OF 6PH4 CTOR tv TIME OF CTION. IFLE WINDOW SEE FLOOR PLAN FOR SIZES ELEVATION VARIES SCALE: NTS SCALE: NTS IS USED FULL DEPTH TOP PLATE 2x8 PT VERTICAL (ABV.) ,s WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FR4MlNG ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. IV' FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO S 251MR50N SCALE:NTS 2X4 CROSS DORMER ROOF BY F_ NAIL SHEATHING BOUNDARY EDGE WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. 1x4 PT w/ (3q 0.131 x 3 1/2" NAILS TO HEADER MIN. UN.O. WHEN NECESSARY TO MAINTAIN PROPER WITH) NRAN OPENING, ITNCES FRE15 (ACCEPTABLE F BASED ON 6" X i COMPLY WITH FBCR 2X4 RAT RUN TRUSS MANUF. OR IL ENGINEERING, LL/_ SHALL AUTOMATICALLY VERTICAL (BELOW) IT WALL TO BE ATTACHED WITH General Irre Ular Window Attachment INFORMATION PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE 905.11 FOR ADDITIONAL CONDITIONS. CONVENTIONAL BRACING S 48" CRIPPLE 4 (1) KING IS REQUIRED ON DK/PK SIMPSON An GA 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS 2X4 RAT RUN �� BRACING 6 48 TRUSS SPANS WINDOW ATTACHMENT POINTS TO 2X FRAME (SEE PLAN) GEN NOTE REVISED MEMBERS OR DIRECTLY TO CMU/WOOD SPECS. FRAMING ONLY. NUMBER OF DIAD. MEMBERS scaLE: Nrs CONTRACTOR RELATIVE TO NUMBER OF REQUIRED CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING IS REQUIRED ON EACH SIDE OF THE ATTACHMENT POINTS PER MANUFACTURER 2X OPENING SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE BUCKS TO BE ATTACHED TO CMU PER „ „ • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. CMU WALL BELOW SPECS GIVEN IN THIS DETAIL. 2X TO 2X BOTT. CHORD WOOD tRUSSES ATTACHMENT TO BE SIMPSON A35. KNEE HEADER.ATTACHED WALL ABOVE ARCH NECESSARY ONLY PER 1/2" GYP. BOARD SEE 0� X03?W'Z2o V=U(9 ZZwv'-i LU OPENING VARIATIONS. MIN. 2X BUCK FOR m Q Z Z W z? j z Q WINDOW/SHEATHING ATTACHMENT 6 TOP/SIDES OF ARCH OPENING. IF ARCH TOP CORNER G 16" O.C. HORIZONTALLY PROHIBITS 2X THICKNESS -s CENTER OF _ 0 ARCH, USE DIRECT ATTACHMENT TO NOTE ON N -I PAGE FOR Um CMU/WOOD FRAMING, WITH OR WITHOUT 1X -A o� m BUCK, WITH - 2X BUCK 6 EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE w O� Z =Ma cn N MIN. 1-1/4" EMBEDMENT. ems W Q -t Ln � � SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FR4MlNG ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. IV' FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO S 251MR50N SCALE:NTS 2X4 CROSS DORMER ROOF BY "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES ZfiHE OL O I G ,� APPLY NAIL SHEATHING BOUNDARY EDGE WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. 1x4 PT w/ (3q 0.131 x 3 1/2" NAILS TO HEADER MIN. UN.O. WHEN NECESSARY TO MAINTAIN PROPER WITH) NRAN OPENING, ITNCES FRE15 (ACCEPTABLE L Non-Brn . Frame Down Header Detail - SCALE: NTS 2 M u Iti-use BASED ON 6" FLOOR 0.31 x 31/2" COMMON COMMON 3/4" TG. 6" 6" COMPLY WITH FBCR 2X4 RAT RUN TRUSS MANUF. OR 5/8" x 5" EMBED ENGINEERING, LL/_ SHALL AUTOMATICALLY VERTICAL (BELOW) IT WALL TO BE ATTACHED WITH General Irre Ular Window Attachment INFORMATION PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE 905.11 FOR ADDITIONAL CONDITIONS. CONVENTIONAL BRACING S 48" CRIPPLE 4 (1) KING IS REQUIRED ON DK/PK 1/4" x 2-1/4" TAPCON IT 12" O.C. OR PER MANUFAGT. M 11 j 1I 5OLT REPL,ACEt «NT G�4AIRT: PROVIDED BY 2X4 RAT RUN �� BRACING 6 48 TRUSS SPANS O.C. ON TOP OF BOTT. FRAME (SEE PLAN) GEN NOTE REVISED DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING a 3" SET. IT IS NOT ACCEPTABLE TO O.C. ALL AROUND SPECS. S 2 scaLE: Nrs CONTRACTOR CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING IS REQUIRED ON EACH SIDE OF THE oWLL� �Iso oaa OPENING SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE „ „ • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. CMU WALL BELOW SIMP50N CSI6 g BOTT. CHORD WOOD tRUSSES TRUSS SPANS W/ HEADER.ATTACHED O�pa L LLo�ow w�LLLJ 1/2" GYP. BOARD SEE 0� X03?W'Z2o V=U(9 ZZwv'-i LU THE REVERSE IS NOT APPLICABLEE. FOR FRAME TO SLAB APPLICATION ONLY m Q Z Z W z? j z Q W Q 0 = W� z H CORNER G 16" O.C. HORIZONTALLY _ 0 o Q NOTE ON N -I PAGE FOR Um -A o� m _ ® � M 0 w O� Z =Ma cn N m ems W Q -t Ln � � LU �vMo GARAGE APPLICATION Z w O Mt r, o^ 2-2"x4" BLOCKING C? z 'i Q SIMP50N LSTA12 t1 EACH Z X cr»O0cr- u� LL Q Q LU I.- Ln g VARIES SEE ROOF PLAN WITH 4-1(oD COM TOENAILS G, EACH STUD OR EQUIV. Z 1111 END CK ROOF TRUSS BY ROOF V 'z •O DBL. "2X" TOP PLATE . • DSC �� TRUSS MANUF. W/ 5IMP50N SPH4 9 EA. STUD WK12) 10d NAILS EACH. SEE SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL CONST. 2"x4" O.C. (SINGLE SEE TRUSS SHEET FOR 1/16" MIN. APA DOUBLE -TOP PLATE RATED SHEATHING (MIN. STUD GRADE SVP) TABLE ON SHEET 5-3 HEADER SCHEDULE (Z -2X12 UNO) . BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN VIEW CMU WALL BELOW STRAPPING q Q DATE 03-08-18 SCALE NOTED FOR STUD SPACING JOB - D/ NOTE:x6 TO TOP PLATE "AT WALLS USE Misc. Dormer Knee Wall Attachment Details SIMPSON 5P2 w/ : : : 5PH6 CONNECTORS F S-2 (12) NAILS SEE N LIEU OF 6PH4 FASTEN HEADER PER HDR WINDOW SEE FLOOR PLAN FOR SIZES SCALE: NTS SCALE: NTS I FULL DEPTH TRUSS CONNECTORS SHOWN. AT 2x8 DETAIL "J/S2" • . 1 BLOCKING g PANEL EDGES w/ ENG. FOR WALLS USE SPHS SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET (3) 16d TOENAILS MORE CONNECTORS IN FOR STRAPPING CONT. FOR STRAPPING EA. EA. END INFO LIEU OF SPH4 CHORD CONNECTORS GYP. BOARD RETURN TRIM VARIES -SEE ELEVATIONS 1/16" MIN. A.P.A. 5IMP50N SPI w/ 10-10d NAILS EA. SHOWN. FOR WALLS LARGER THAN 2x8, RATED SHTG. '_ 2x4 FRAMING (RAT RUNS) SPAN FROM STUD 2x STUDS USE SIMP50N SPI'S PRE-ENGINEERED PRE-ENGINEERED TRUSS TO TRUSS ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD FOR STUDS m 16" 0. C. ON EACH SIDE OF "2X" SILL ; ROOF TRUSS. 2X 16" O.G. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS EA. SIMPSON LOW SP4(w/ STUD TO BOTTOM PLATE SIMPSON 1/2" GYPSUM BOA INSUL. PER ENERGY CALLS. 2x BOTT. PLATE CONNECTION 6-10dx1 I/2 NAILS SPZ S ON EACH CONT. CONCRETE PRE-ENGINEERED WOOD TRUSS I .. EA. STUD SIDE OF STUD TO TOP PLATES. UN.O.° LINTEL. SEE I INSTALL 1/2" X 6" 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLANTHREADED ROD BOLT s 24" O.C. PER SCHEDULE, MIN. 16d tv 6" O.C. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL PER SCHEDULE O IN SIMPSON SET 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY 6 2'-0" 4" CONC SLAB 2X PT SOLE PLATE POCKET MASONRY SCREW "TYPICAL AT TRUSS 9 16" O.G. CONT. TO TOP CORD (3) 0.131 x 3 1/2" INSUL. PER CALCS. 4 SPECS O.C. (MAX)IMAX) � SEE END. PLAN SLIDING 6 8 O.C. ALL LOAD BEARING SYP. COMMON 9 TRUSS CHORDS CENTERED ON Q - • DOOR PRECASTWALL. CONCRETE 0.131 x 3 1/2" COMPONENTS, "I CMU WALL -SEE Structural Kneewall FLOOR FOR ELEV 0'-0" TOP OF SLAB LINTEL. SEE 9 4" O.C. GRADE SHALL BE USED FOR NOTE: 2X8 PT MIN. g $-2 PLAN BOTTOM SCALE: MORE INFO. PLATE , i"' •�.� FOOTING SEE --...... FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL TO NTS O ' '� i ''• FOUNDATION PLAN FOR MORE INFO, SLIDING DEPTHS BE ATTACHED WITH .. INFOOR MORE DOOR GREA'2TEE.zRADEN 1/2 HD. DIA. x 6" TITEN 2x4,1 OR BETTER MAYol q T ical Ext. Frame Wall Section FOOTING SEE BE USED. ALL 4x NOTE: 1X PT VERTICAL 9 WALL SPI EACH STUDJOIST, RqF S 2 FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I 1 BOUNDARY SCALE:NTS FOUNDATION FOUNDATION BE 02 GRADE. 2-1/4" TAPCON 9 12" O.C. OR I I 2x8 PT R Si NAILING FOR PLAN FOR SIZES 4 MORE 4"GONG. SLAB. SEE FOUND.. PLAN FOR SIZES 4 MORE UN.O." PER MANUFAGT. SPECS. 1x6 HEAD 11 WALL, DASHED LINE INDICATES INFO, PLAN INFO. 4"CONC. SLAB. TOP PLATE OF WALL SEE FOUND. 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN I I 4-0.131 x 3 1/2" R.S. NAILS g PLYWOOD O 4-0.131 x 3 1/2" RS. NAILS 6 4" CONC. 4" CONC. INSTALL GLASS PER I I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS SLAB ° SLAB : • MANUFACTURER I I END ETOP FLOOR TRUSSES HANGER TO _ , , • ° ' .. ` (BEAMS OF TRUSS PRE -ENG. WOOD BE SIMPSON LA LSU, ` :: a • _ .. °• .+ CAULK UNDER FRAME KO. w/ 1- CONT. .`: SHEATHING CHORD FLOOR TRUSSES HANGER T OR LSSU , _. ., _ - •; - • - '' IEL EDGE PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. WOOD ROOF CONC. SILL :. WOOD ROOF LUS, LSU, OR TRUSSES LSSU MIN. TRUSSES CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail 5/8" CEMENTITIOUS FINISH BOUNDARY INTERIOR H S 2 SCALE: NTS , $-2 SCALE: NTS PER FBGR 103.12 AREA 2x8 LEDGER W/ PLYWOOD TO EXTEND TO SEE FLR PLN FOR HDR SIZE NOTE: 4" CONC SLAB S a CORNERS 4 48" O.C. BLOCKING SEAM FOR WALL, BOUNDARY 4-0.131 x 3 I/2" R. INTERIOR AREA BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-10d AT 2x WALLS THAT ARE WIDER THAN 1x4 < WHERE THE HEADER IS NOT FULL WIDTH MAX. PANEL NAILING FOR OVERHANG NAILS g EACH FLOOR TRUSS 2x8 LEDGER W/ 5'-0" (1) SIMPSON CSI6 OR (1) NAILS EACH 16" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING o MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO '.. • '. `. °'•. = •: SHEATHING CLIP FOR ROOFS OUTRIGGER 24" O.C. (FIELD VERIFY " CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW WITH TRUSS 4-0.131 x 3 I/2 NAILS EA SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH �a. +. 4 ; ; "' ' • ' TONGUE 4 FIELD FIELD LAYOUT RS. NAILS 9 STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, 4 GROOVE FOR FLOORS SUB FASCIA OR LOCATION) EACH STUDS FOR THE PROPER INSTALLATION OF THE FOOTING SEE • • WALL PLATE WITH FLOOR TRUSS WITH -OUT FLOOR CRIPPLE STRAPPING. AT 2x6 WALLS USE SPH6 IN LIEU OF SPH4 AT 2x8 WALLS USE FOUNDATION PLAN ' " .° ° ANAILING BOUNDARY TRUSS FOR ROUGH OPENINGS OVER SPHS IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES d MORE ' • • : • (PERIMETER OF DIAPHRAGM) 5'-0" USE (2) SIMPSON CSI6 USE 5IMP50N CSI6 IN AN SPH T ical Led er Detail OR (1) MSTA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING INFO. TYPICAL NAILING SCHEDULE S 251MR50N SCALE:NTS 2X4 CROSS HIGH WIND "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES ZfiHE OL O I G ,� APPLY NAIL SHEATHING BOUNDARY EDGE PROVIDE I I L530 OR DOUBLE BOTT. EQ., TYP. PLATE AT$ OPENINGS OVER 6'-2", TYP. w/ (3q 0.131 x 3 1/2" NAILS TO HEADER MIN. UN.O. WHEN NECESSARY TO MAINTAIN PROPER WITH) NRAN OPENING, ITNCES FRE15 (ACCEPTABLE L Non-Brn . Frame Down Header Detail - SCALE: NTS 2 M u Iti-use WALL 0.131 x 3" COMMON COMMON 1/16 IN 6" FLOOR 0.31 x 31/2" COMMON COMMON 3/4" TG. 6" 6" BRACING 6 48" O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" l U 5/8" x 5" EMBED ENGINEERING, LL/_ SHALL AUTOMATICALLY TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS 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. RAT RUNS FOR 4 BRACING S 48" CRIPPLE 4 (1) KING IS REQUIRED ON DK/PK FASTEN WALL ELIMINATED TO MAINTAIN THE FULL ADDED 142 MPH SHEETS 11 j 1I 5OLT REPL,ACEt «NT G�4AIRT: REVISIONS 2X4 RAT RUN �� BRACING 6 48 TRUSS SPANS O.C. ON TOP OF BOTT. EACH SIDE OF THE HEADER • ' " AT OPENINGS 3 -6 TO 5 -2 IN GEN NOTE REVISED DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING a 3" SET. IT IS NOT ACCEPTABLE TO O.C. ALL AROUND O.C. ON TOP OF CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING IS REQUIRED ON EACH SIDE OF THE oWLL� �Iso oaa OPENING SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE „ „ • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. >LLM¢ W.QQY2W = 0��z In J BOTT. CHORD WOOD tRUSSES TRUSS SPANS W/ HEADER.ATTACHED O�pa L LLo�ow w�LLLJ E.O.R. WHEN THE TOP PLATE IS 0� X03?W'Z2o V=U(9 ZZwv'-i LU THE REVERSE IS NOT APPLICABLEE. FOR FRAME TO SLAB APPLICATION ONLY m Q Z Z W z? j z Q TYPICAL NAILING SCHEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 11/2° RS. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16 IN 6" FLOOR 0.31 x 31/2" 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. 5/8" x 8" NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT . REQUIRED tv RIDGE OR HIP. 9 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. FOR 4 TRUSS • AT OPENINGS GREATER THAN 5-,t I ELIMINATED THE SPH4 CONNECTORS SPANS 2-166 9 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2E+00 PSI. SUBSTITUTION ATTACHED U1 2x4 BLOCKING 6 TRUSS JOINT ARE REQUIRED ON EACH SIDE OF NECESSARY. ALL OTHER STRAPPING OF J BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. 3-0.131 x 3 1,R" 24" O/C W/ 3-0.131 x . THE HEADER DOUBLE OVERT SHALL APPLY AND ANY TRUSS . FOUNDATION PAGr= TAKES PREECEDENCE. „ ANY DIFFERING NOTATIONS FOR 2" TYP COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.B. EA. TRUSS 3 I/2 RS. CRIPPLES VOR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R IN WRITING. • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" CsALV. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. END SIMPSON A34 SIMPSO (ON SECOND FLOOR)FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS 6 i" OC ALONG ALL SU 0 TS MIN • 1/2" HIGH CONNECTOR L030 O OPENINGS UN 5'-0" ONLY (U SIMPSON -'- STRENGTH OR W/4-56 X 11/2" (ON CONC. SLAB) SIMPSON HTT4 EQ., TY CSI6 SPAN FLOOR SYS. TO 5/8" GYP, INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNERS BELOW HETA 12 g 24"O.C. 4 4-86 X 11/2" EPDXY 4 (18) I6d NAILS MASONRY WALL INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5,_0„ ONLY (1) SIMPSON WALLS WITH NO UPLIFT, HTT4 W/ (1)5/8 THREAD ROD SET IN STRAPPING MAY BE SIMPSON SET EPDXY 4 (18) I6d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW E Ext. Wall Con. Non -Load Brn . Location /--:-\Tvn Header Detail "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 5IMP50N 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 (o 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED PPR , • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.G. ALONG EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/6" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS 6 7 O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. o T ical Nailin Schedules Floor, Roof, Wall $-2 SCALE: NTS $-2 SCALE: NTS $-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANCIE5 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 ATHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LL/_ 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 0 0 X: WPNwo w oWLL� �Iso oaa w LU pV�=,) H W�o� WsoZ� v >LLM¢ W.QQY2W = 0��z In J N M C =Zzz tx =F- p O O�pa L LLo�ow w�LLLJ � J 0� X03?W'Z2o V=U(9 ZZwv'-i LU w z m Q Z Z W z? j z Q W Q 0 = W� z H F -w LU 0- 0. N _ 0 o Q Um -A o� m _ ® � M 0 w O� Z =Ma cn N m ems W Q -t Ln � � LU �vMo �M Z w O Mt r, o^ �_ C? z 'i Q '� w Z X cr»O0cr- u� LL Q Q LU I.- Ln g n- � a �O Z 1111 V 'z •O . • DSC �� zi 1Kto q Q DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING g 4 5,A1' OR 8'-0" M/N. .9 16" O.C. SCHEDULE 's SPLICE 3 10'1.131 x COM. / DOUBLE TOP PRE -ENG WOOD TRUSS (TYP) 4-0.131 x 3" PLATE COMMON as 3-0.131 x 3" COMMON ` DOUBLE STUD APA RATED EA. SIDE OF JOINT 0.131 x 3 SHEATHING. SEE T aaa 4-0.131 x 3" 1/2" COM. NAILING SCHEDULE COMMON a1 16" O.C. PT BOTT. TABLE FOR „ STUDS g 16" o.c. / ATTACHMENT. U.N.O. " /j /'� PLATE F2-0.131 x 3" / ' °` (l) SIMPSON LSTAl2 �� 3 COMMON / 2-0.131 x STRAP 48 O.G. / / 2x4 BLOCKING (1) SIMPSON LSTAl2 1/2" CEILING GYP BD W/ 5d 5 ��/ 3 1/2 COM. 2-0.131 x 31/2" B UTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.G. OR 6 COM. 48" O.C. ATTSON ACHED CHORD 1/2 OOENAILS PROVIDE.131 ° NAILS (4 4 W1 BAYDIAPHRAGM ftFROM�A (0 5 " SEE TABLE BELOW DOUBLE STUD CONDITION TO BOTTOM CHORD EACH END, IT 6" O.C. MASONRY WALL) 1 FOR LAPSPLICE OF GABLE I/2" GYP BD UNO. CONTINUOUS NOTE. CROSS BRACING 4 "5-0.131 x 3 1/2 / / 8" MASONRY WALL 2 / W10) *5 REBAR ALL BLOCKING TO BE TOP PLATE F AFENERS i COM. 2-0.131 X 3 i-n>`It IA1 Vxlnr-IIni IT LI AT nc e- A rLICnC A I RI=Pi=.4T1=0 48 OC TYP: 3 t rt i-nr a SECURE RIDGE BEAM t0 CLEAT W/ PT BOTT. PLATE II{ IV {V VI\VMI f {_lYl VI\ VP'11 i-fj-j/I�✓"'!:- �- ---� -- ---- - , COURSE E Expanded Blocking Information Dia ram S 3 SCALE: NTS `J - - - - - - 3 2x4 9 IV' o.c. - TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) - - - �� !/i VVl I. DOUBLE 0.131 x 3 1/2" COM. s TOP PLATE 1&" O.C. 3-0.131 x o f2-0.131 x 3 1/2" COM. 1/2"COM. f 6 CONTINUE SHEATHING BELOW LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" a 3" O/C 0.131 x 3" a 8" 0/C SECURE RIDGE BEAM t0 CLEAT W/ PT BOTT. PLATE S 3 SCALE: NTS 2x BLOCKING w ALL (1) 5111P50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE.4- L NOTE. CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE CABLE FOR ATTACHMENT. H TVP . Frame Wall Gable End REPEATED 48" O.G. TYP. ENGINEERING U.N.O. S -S SCALE: NTS 1l-0" MAX APA RATED PRE-ENGINEERED SHEATHING BE TRUSSES @ 24" x APA RATED SHEATHING. SSS NAILING E NBRACE WALL HEIGHT APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UTIO) (4) lbd TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT � RAFTER PROVIDE (5) 16d NAILS EA END 2x4 9 IV' o.c. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) � �� 4 STUD CORNER SINGLE STUD CONDITION (11 SIMPSON MSTA3& RUNNING ALONG THE EXTERIORL51DEr 6 CONTINUE SHEATHING BELOW LAPSPLICE NAILII�s � SPLICE ALL OTHER NAILING 24" 2 -ROWS 0.131 x 3" a 6" 0/C 0.131 x 3" + W 0/C S 3 SCALE: NTS 2x BLOCKING w ALL (1) 5111P50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE.4- L NOTE. CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE CABLE FOR ATTACHMENT. H TVP . Frame Wall Gable End REPEATED 48" O.G. TYP. ENGINEERING U.N.O. S -S SCALE: NTS 1l-0" MAX APA RATED PRE-ENGINEERED SHEATHING BE TRUSSES @ 24" x APA RATED SHEATHING. SSS NAILING E NBRACE WALL HEIGHT SYP V-0" 2x4 9 IV' o.c. V-8" 2x4 a1 16" oz. 6 CONTINUE SHEATHING BELOW 2x4 tv 16" oz. 9'-4" �r rM--I yr r-r_f+ I c �.clv i >=t� AT CORNER MAY BE 10'-0" 2x6 6 I&" ac - ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 2x4 "T" BRACE CONVENTIONAL FRMG ATTACHED STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY minims DK/PK OR LSTA12 PREFAB ROOF TRUSSES a PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING .PLATES: DK/PK 0.131 x 3" COMM.. a 16" o.c- ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED 14" O.C. ENTRYWAYS 4 PORCHES - PSPN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY / OVERLAP TRUSS BRACING OEWO j= 30�0. W LU - U - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" WO = N PRE-ENGINEERED N M 00 Z Z0 w. Z N¢�� Z Ln n SW . ww SF-a2Zw 0 O ccl. NOTE 5: LU i zp�p0 ZW}w0 Q 3 W Z S J W L.L o W Y U V Z W0 W .I - co¢Z Z WOOD TRUSSES IyZZ>� cr I-- � a LEAST ONE TRUSS SPACE P Lb=w K LILA 4'-0" 4'-0" 12d COM. � �M ® (' I--� Ln LIj 3M N Ln 6" OVERLAP Q 0t CQ H 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d12" I. ALL RAFTERS SHALL BE "Z SOUTHERN YELLOW PINE g 24" O.C. MAX. SECTION SIZE SHALL O.C. - 4-16d COM. _ I w OWN Oak _ (Z V z 'L ir-� Q Y W Z a> m p p I.IJ V w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C- OR BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: 2 -86 COM. d 5IMP50N SPH4/6/8 � o > w fill., EACH END (UN.0) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 UNLESS NOTED OR SIMPSON �N .Q .z� V) OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 g � 2-2"x4" W/1/2" PLYWD. '' OTHERWISE AT A ' MINIMUM ALL SDWC15600 FROM STUD TO TOP 1 E p1p.��Illlli Gable Diaphragm Side Wall 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'5 MAY BE TURNED UTO NSPECIFIED FRAME .PLATE . F 2. RIDGE BEAM SHALL BE '7 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) , °� FLATW15E SO NO CONNECTIONS SHALL n� $-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" DRAWN MK/PDK JOB - 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ 16d COM. at 8" O.C. 10d COM. 6 12" O.C. 0.131"X3-1/2" END NAILS OR TOENAILS. COM. a 8" O.C. SEE NAILING APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS g EACH TRUSS USING (14)10d NAILS. INSTALL THE 4-16d COM SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING IT EACH SIDE OF TRUSS 4 THREADING . ►A SIMPSON MSTCM 60 FOR ATTACHMENTS ATTACHMENT. U.N.O.W/(4) 0.131 x 3 1/2" NAILS 6 INTERSECTING BLOCKING THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) IOd AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED 5/8" DIA A.B, V-0" NAILS FOR 2x12 RAFTERS 06) 10d NAILS FOR 2x10 RAFTERS (14) 10d NAILS FOR 2x6 �W/ CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS MAX RAFTERS WITH SPANS OF 4'-0" OR GREATER 2x6 RAFTERS SPANS LESS THAN 4'-0" PERJOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT Wl (8) 106 NAILS. SEE NAILING SCHEDULE TRUSSES fit 24" O.C. 5. SECURE RAFTERS To RIDGE BEAM USING SIMPSON L65U210 SLOPING HANGER W/ (10) 106 General Wood Attachment Details Truss Bracing Overlap Detail TABLE FOR ATTACHMENT. U.N.O./2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (1) 10d x 11/2" NAILS INTO 2x12 RAFTERS. USE (0)10d 4 (6) 10d p S 3 4 STUD SCALE: NTS CORNER q COOLER NAILS 7" O.G. EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L551.128 W/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 N� SiRAPPIo>�1AtION IrF S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 , RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 11/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" (1) SIMPSON LSTAl2 STRAP 48" O.G. ft FROM MASONRY WALL) OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. INTERIOR ��` 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES At TOP CORD FOR �� VOLUME. - .-• SEE FLOOR PLAN FOR (1) SIMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT SACH END INTO TOP CORD. AREA ��- LENGTH 4 WIDTH 48" O.G. ATTACHED TO BOTTOM CHORD OF EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BLOCKING UNO. DBL TOP PLATE FASTEN GAP t0 CHASE w! GABLE DETAIL (TYP) VaIIe Set Attachment Detail _ .Z (Il MSTA30 At EVERY - Y:w 0.131 x 3 1/2" RS. NAILS g 12" O.C. ALL-AROUND �I A. FLAT OR CATHEDRAL 1/2" GYP BD S 3 SCALE: NTS PRE -ENGINEERS PRE -ENGINEERS OTHER STUD 132" O.C. =_ -:c� MAX.)0 8 MASONRY WALL W/(1) *5 WOOD ROOF WOOD ROOFap REBAR CONI. IN KNOCKOUT COURSE "• HOTS: CROSS BRACING 4 TRUSSES INTERIOR TRUSSES LOWER TOPPPLATEUD WRAP TOP PLATS AS �ei,� •°• 6' .. INSTALL SIMPSON LU524 WALL SHEATHING NAILED PER 'O'/S-2 ALL BLOCKING TO BE REPEATED 48 O.C. TYP. KNEEWALL MIN. EA. SIDE OF THE STUDS s1 MIN. ALL RAFTERS SHALL BE "2 CEILING JOISTS. JOISTS VOLUME PLYWOOD t0 EXTEND TO AREA NEEDED FOR FULL �i NAILING. IF STUDS ALIGN, /off oil DBL 2X4 16" O.G. TO BE PER NOTE I SOUTHERN YELLOW PINE 6 24 BOTTOM OF WALL INSTALL (U STRAP SHALL EXTEND PLATE CONT. O.G. MAX. SECTION SIZE SHALL M5TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD t0 �E m 8'-0" (MAX.)(MAXJ � TYP. Mason Gable End DETERMINED ACCORDING O.G. MAX.)EMBED SCRAP. TRUSS (SSE LOWER STUD. W/ 5IMP60N HT520 S 32" S3 scALE:NTs TO THE LENGTH OF SPAN AS FOLLOWS: AT EACH TRUSS Extended PLAN) Bottom Chord Attachment Details 2x4 WD CONST. ate" O.G. OR CS16 t0 ALIGNING FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 s S-3 �� 16 O.C. STUDS BELOW SADDLE 4'-0" TO 8'-0" ---- 2X6 SCALE: NTS C SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM WITH (4) 0.131 X 3-1/2" NAILS 8'-0" TO 12'-0" ---- 2X8 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABES FOR ATTACHMENT. UN.O. t0 EA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2X10 NOTES: CUT OUTSIDE EDGE v ATTACHMENTS PERIMETER IF ABUTTING 15'-0" TO 18'-0" ---- 2X12. PLUMB t0 ALLOW SOLID CONNECTION CS 16 TOP 2x4 DIAGONAL MASONRY USE P.T. SYP "2 LEDGER AND ATTACH TO 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN TO ROOF SHEATHING CHORD TO CHIMNEY APA RATED 1'-0" ATTACHED W/(4) 0.131 x 3 1/2" NAILS m MASONRY W/ 1/4" DIA. X 3" TAPGONS 9 &" O.G. MAX. NOTES : SIDES OF THE COLUMN 2. ALL NAILS PENETRATE g - - / BLOCKING w L)4 x " 5" WOOD SCREWS 9 4" SA. CORNER SHEATHING. SEE NAILING SCHEDULE`A MAX INTERSECTING s BLOCKING 1: ALL CEILING FRAME TO BE AS PER CABLE LEAST 3/4 OF THE THICKNESS OF THE LAST - O.G. ALL-AROUND TOP CHORD ENG. TABLE FOR 2, FOLLOW NAILING PATTERN FROM THE LAMINATION -"" ' TRUSSES 9 24: O.C. ATTACHMENT. U.N.O. s APPROVED PLANS FOR SHEATHING 3. FOR 4 -PLY, PROVIDE 1/4" `�' - (1) EACH END LSTAl2 SACH SND OF "L" 1/2" CEILING GYP BD W/ 5d NAILS O.G. ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER DIA. X 5 1/2" LAG SCREWS OR EQUAL 2x6 BLOCKING FASTENED TO BRACE EQUAL, A OR EQUAL, DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 (SPACE AS SHOWN FOR 3 ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END AREA (4 BAY OR 8 ft FROM MASONRY WALL) SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X SYP "2 AND SAME T . Frame Down CI -PLY) 4. FOR 5 -PLY, PROVIDE 1/4' DIA. X 1 LAG SCREWS ° 2x4, 2x6, OR 2x8 m . DEPTH AS RAFTERS (PT At MASONRY O.C. SSS FLOOR S 3 SCALE: NTS CONTACT). OR EQUAL (SPACE AS 1 g Fireplace Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES 9 24 O.C. SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION - I FLAT OR CATHEDRAL 153 FOR ADDITIONAL it S 3 SCALE: NTS 2x BLOCKING w ALL (1) 5111P50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE.4- L NOTE. CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE CABLE FOR ATTACHMENT. H TVP . Frame Wall Gable End REPEATED 48" O.G. TYP. ENGINEERING U.N.O. S -S SCALE: NTS 1l-0" MAX APA RATED PRE-ENGINEERED SHEATHING BE TRUSSES @ 24" x APA RATED SHEATHING. SSS NAILING E NBRACE WALL HEIGHT SYP V-0" 2x4 9 IV' o.c. V-8" 2x4 a1 16" oz. V-0" 2x4 tv 16" oz. 9'-4" 2x6 6 16" c.c. 10'-0" 2x6 6 I&" ac - NOTES: INFORMATION 1 I "TYPICAL AT ALL LOAD COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." `LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 5IMP50N SD525600 WOOD BE SUBSTITUTED FOR RS. NAILS 0.131 x 3" R.S. NAILS w &" SCREWS STAGGERED a &" ANY STUD WORK AT IV' STAGGERED 6 6" O.C. O.C. ALONG THE LENGTH O.G. ALONG THE LENGTH OF OC MAX. SPACING ("2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR OF THE COMPONENT SYP MIN.)" COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" 8" USE (3) ROWS. USE l2) ROWS -S 6" O.C- NAILING SCHEDULE O.G. � SCHEDULE .TABLE FOR ATTACHMENT. TABLE FOR U.N.O. ATACHMSNN 142 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table Q T . NailingSchedule for Built-UpColumns & BEAMS T- UN.O. SCALE: NTS SCALE:NTS ON THIS SHEET SSE DETAIL A HOTS: THREE OR OMPRESSION WEB S-3 S-3 SLOPING OR DROPPED MORE REPEATED GABLE END FOR (TYP) IDENTICAL TRUSSES OUTRIGGERyo'o� VERTICAL SSE EXPANDED SHALL HAVE WHEN TRUSS 4 STUD ARE NOTE: CONTINUOUS 20'-0" 20'-0° BLOCKING DIAGONAL BRACES. ALIGNED 5IMP50N TWIST L SEE TRUSS BOTTOM CORD (1) SIMPSON 2x4 BLOCKING 1/2" CEILING GYP BD W-/ STRAP TYPE CONNECTOR DIAGRAM LSTAl2 STRAP ATTACHED W/ (2) 5d COOLER NAILS 7" (AS REQUIRED BY ONTINUOUS PEt�'1ANENT LATERAL (PTS/MTS) MAY BE MANUPACTUR3=R'S BRACING 1X4 48 O.C. 0.131 x 3 1/2" RS. O.G. OR EQUAL, BCSI) BRACE (CLB) NAILED t0 TRUSS 4 STUD TRUSS ENGINEERING MIN. TOENAILS EACH DIAPHRAGM AREA (4 BELOW. NO 5PH4 ISCUT SHE WHEN SCUD IS SHEETS FOR END, UNO. BAY OR 8 ft FROM NEEDED m THIS STUD. ADDITIONAL HEtA 20 � 48" O.G. NOT ALIGNED ATTACHED TO MASONRY WALL) / WITH A TRUSS 1/2" GYP BD FLAT OR CATHEDRAL EI;Z1ANENT DIAGONAL BRACE NOTE: 9 AND/OR WHEN PERMANENT BRACING BOTTOM CHORD OF 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB "AT 2x6 WALLS USE SPH& TRUSS STRAP IS THAT MY BE REQUIRED. CLB DIAGONAL GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF BRACE AS • • NOT DIRECTLY 2. "T" BRACING MAY BE NOTE: GROSS BRACING 4 SHOULD BE REPEATED a SPH4 CONNECTORS SHOWN. • • • ' ATTACHED TO REQUIRED BY 8" MASONRY WALL ALL BLOCKING TO BE APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE SPH8 STUD USE ll) USED IN PLACE OF BCSI W/(1) *5 REBAR CONT. CONNECTORS IN LIEU OF SIMPSON UUSSPH4 PERMANENT BRACING o IN KNOCKOUT COURSE REPEATED 48 O.C. TYP. 1x4 MIN. BRACING W/(3) 0,131 x 5PH4 CONNECTORS SHOWN. OR SP2 PROVIDED IT EXTENDS ua 3 1/2" NAILS ,@ INTERSECTING FOR WALLS LARGER THAN OVER a1 LEAST eO% OF WEBS 2x8, USE SIMP50N SPI'S ON TYPICAL HIOA CONFIGURATION, DO NOT NAIL THE WEB. EACH SIDE OF STUD TO e THROUGH OTHER STRAPPING/CONNECTORS. BOTTOM PLATE 4 5IMP50N • REFER TO CONNECTOR NOTES FOR FRAME TO SP2'5 ON EACH SIDE OF TRUSS CONNECTIONS. Gable Section - For Gable Less Than , CLB Diagonal Brace @ 20' Max Intervals Detail STUD „To TOP PLATES. F c Q LLIA au m c Q k k� SCALE: NTS $ 3 SCALE: NTS - 4'-0" High .. C TOP E BOTroM CORD _ NOTE. SEE TRUSS LAYOUTGABLE END. BRACING g FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & CI 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 DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER PRIOR TO STARTING ANY YNIORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC.; AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIM5, 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 minims DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o 0 N HZ WO!¢ifC70 W ZO OEWO j= 30�0. W LU - U M e --I WO = N W Z O J W O > im¢ &aZa,=w cc N M 00 Z Z0 w. Z N¢�� Z Ln n SW . ww SF-a2Zw 0 O ccl. LL LU i zp�p0 ZW}w0 Q 3 W Z S J W L.L o W Y U V Z W0 W .I - co¢Z Z Z IyZZ>� cr I-- � Q P Lb=w K LILA W uM �M ® (' I--� Ln LIj 3M N Ln d M Q 0t CQ H 00 LU Lo W 00 CQ L U N 4tO LU r-4 Ln _ I w OWN Oak _ (Z V z 'L ir-� Q Y W Z a> m p p I.IJ V �1 Q LL LLQ z to d C) � o > w fill., y �N .Q .z� V) 1 E p1p.��Illlli n� 41 �CA DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - F c Q LLIA au m c Q k k� SCALE: NTS $ 3 SCALE: NTS - 4'-0" High .. C TOP E BOTroM CORD _ NOTE. SEE TRUSS LAYOUTGABLE END. BRACING g FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & CI 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 DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER PRIOR TO STARTING ANY YNIORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC.; AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIM5, 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 o 0 N HZ WO!¢ifC70 W ZO OEWO j= 30�0. W LU - U M e --I WO = N W Z O J W O > im¢ &aZa,=w cc N M 00 Z Z0 w. Z N¢�� Z Ln n SW . ww SF-a2Zw 0 O ccl. LL LU i zp�p0 ZW}w0 Q 3 W Z S J W L.L o W Y U V Z W0 W .I - co¢Z Z Z IyZZ>� cr I-- � Q P Lb=w K LILA W uM �M ® (' I--� Ln LIj 3M N Ln d M Q 0t CQ H 00 LU Lo W 00 CQ L U N 4tO LU r-4 Ln _ I w OWN Oak _ (Z V z 'L ir-� Q Y W Z a> m p p I.IJ V Q 00 Q LL LLQ z to d C) � o > w fill., y �N .Q .z� V) n� 41 �CA DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content; Structural Details Sheet number: 53-142 ` DBL. 2 x 4 TOP PLATE SIMPSON SP 6 EACH STU[ TO TOP PLA WALL CONNECTION W/O WINDOW NOTES: - - - 1. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. SIMPSON L5TA30 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR) INSULATION PER ENERGY CALCS. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O."- ENGINEERED ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES F INSULATION ROOF COVERING 4 BAFFLE SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY CALCS WD. HEADER (UN.O.) SEE 1/2" GYPSUM CEILING BOARD FLOOR PLAN FOR EXACT SCHEDULE SEE HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR ELEVATIONS STRAPPING INFORMATION WINDOW SEE FLOOR DBL: 2 x 4 SYP TOP PLATE W/ PLAN FOR SIZES 6IMP50N 5PH4 6 16" O.C. EACH STUD (12)10d NAILS EACH. GYP. BOARD RETURN INSULATION PER WINDOW SILL CAULK WINDOW COMMUNITY SPECS OR ENERGY CALCS 1/16" APA RACED SHEATHING zzl2 x 4 SILL MIN., NAIL PER SCHEDULE , DETAIL "0" ON SHEET 5-2 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 2 x 4 SOLE PLATE SIMPSON CS16 OR SIMP50N MSTA36 6 32" O.C. OR EVERY OTHER STUD, TYP, BLOCK AS NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST ( INSET) 2x4 FLATWISE VERT. BLOCKIN AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ BLOCK SEE TRUSS LAYOUT FOR STRAPPING INFORMATION 8" CONC, K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - #E� REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES 3/4" T4G GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.C. :i SIMPSON PETA20 6 32" O.C. IF ATTACHED TO RIMJOISTS. 624" O.C. •. MAX IF ATTACHED TO FLOOR TRUSSES °% 1/2" CEILING GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ I x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE Z'zr 1 x P.T. BUCK STRIP WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT I%2" GYPSUM BOARD PRE -CAST GONG. SILL 4" HIGH CONC. BLK 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR S A SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8 CEMENTITIOU FINISH PER FBCR .. 103.12 FOOTING SEE ° FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Typical Two Story Wall Section S 4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS U16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) IS LES THAN OR EQUAL t0 6'4" AND DOUBLE COURSE SHOWN IS NOT NOTED AT THE FLOOR PLAN, IT IS ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2 -*5 BARS CONT, IN LIEU OF THE DOUBLE COURSE SHOWN IN THIS DETAIL.) SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WINDOWSILL CAULK 6 WINDOW 2 x 8 SILL ,---2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. --1/2" GYPSUM BOARD ``��rj1 111 ENGINEERED ••. BOLTS 4 WASHERS W/ 5" IMBED `�� •' ROOF TRUSSES DBL. 2 x 4 PROJECT. USE OR COPY IS PERMITTED BY 624" O.C. MAX. TOP PLAT= _YOW 17 SIMPSON SPH4 THE EXPRESS APPROVAL: OF VORTEX SEE 6 EACH STUD HARMLEE75 TO ANY LIABILITY, CLAIMS, ELE TO TOP PLATE SEE ELEVATION PLANS, THEY SHOULD BE READ CAREFULLY 11� PAGES FOR BY WALL CONNECTION W/O WINDOW ROOF COVERING REVISIONS 4 SHEATHING INSULATION REVISIONS DETAIL BAFFLE SEE ELEVATION PAGES FOR SOFFIT 4 REVISIONS FASCIA DETAIL DK/PK INSULATION PER COMMUNITY SPECS OR ENERGY CALCS (2)-2x WD. HEADER (UN.O.) W/ 1/2" GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR p W tt _ 2 3m=ooo0=a p W Li PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR 6 EACH = N ��/ y M Q Q Z Q O W L L 82.= J TRUSS SEE TRUSS LAYOUT FOR =Z00 ZZ Ln FQOp z-niwp 0 cWW $ G STRAPPING INFORMATION -4 fz LL�F L. yWj�O� Q~ �- DBL. 2 x 8 SYP TOP PLATE W/ 0 0 ? -zZ=0 - va3U UZQ,vf L W LL. 0 SIMPSON 5PH8 6 IV O.C. EACH Z SEE _ STUD (12) 10d NAILS EACH. Lu .W.^^ EE � � v / ELEVATION GYP. BOARD O u m RETURN WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS U16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-05 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) IS LES THAN OR EQUAL t0 6'4" AND DOUBLE COURSE SHOWN IS NOT NOTED AT THE FLOOR PLAN, IT IS ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2 -*5 BARS CONT, IN LIEU OF THE DOUBLE COURSE SHOWN IN THIS DETAIL.) SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WINDOWSILL CAULK 6 WINDOW 2 x 8 SILL ,---2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. --1/2" GYPSUM BOARD ``��rj1 111 —INSTALL 1/2" DIA. x 8" IV' �� • ••. BOLTS 4 WASHERS W/ 5" IMBED `�� •' VORTEX ENGINEERING, LLC., AND SHALL BE 6 2'-0" O.C. (MAX.) CENTERED O PROJECT. USE OR COPY IS PERMITTED BY ON WALL. co PLANS, REGARDL.E55 OF HOW MINOR, _YOW ENGINEERING, LLC, OR ANY CONSTRUCTION —SIMPSON SPH8 THE EXPRESS APPROVAL: OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLEE75 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED —2x8 PT SOLE PLATE //�il ff SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY 11� — IX P.T. FURRING HORIZ BY 1 x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP - WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT I/1" GYPSUM BOARD PRE -CAST CONC. SILL 4" HIGH CONC. BL ° K 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 103.12 •:b , FOOTING SEE .. FOUNDATION PLAN FOR SIZES 4 MORE ° INFO. rcTypical Two Story Wall Section S4 W/O Floor System SCALE: NTS NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS M 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 IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NTHOUT THE EXPRESS APPROVAL: OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLEE75 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 0 0 w Z"�- x CZ O0Qu,O W ~9020 LL'r-0z p W tt _ 2 3m=ooo0=a p W Li W�o� 3soQN -- » v z = N ��/ y M Q Q Z Q O W L L 82.= J I n M =Z00 ZZ Ln FQOp z-niwp 0 cWW $ G =z W xrQwm; �-�V1= Q O O -4 fz LL�F L. yWj�O� Q~ �- J 0 0 ? -zZ=0 - va3U UZQ,vf L W LL. 0 -LL m U Z Z W Z w J - W - < Z W << > � :5 a = G 1Jj~aE - Lu .W.^^ EE � � v / OU O Q O u m _j r_4 M 00 ®� 0 Ln w Z 0 M c/f N a co p s 00 0000 M LU F- ®� LU d O W N Lr) _Lu O Im N D U C7 Z Q 0 Y w Z X cn 0 1.1.1 Lj T-4 C.J F- 00 W Q Q L L. Z N �0 c) , j .J� I'' .Z. p` .4, NI v n�n/ q Q DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB Sheet content: . Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING ,@ 48" @/C SPH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL 2ND FLOOR FRAMING AT 2x8 WALLS USE SPH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF 5IMP50N SPH4 t0 EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" SPH4 CONNECTORS SHOWN. STUD WITH 12-10d x 11/2 COMMON TOE NAILS SIMPSON C-516 OR MSTA36 STRAP FOR WALLS LARGER THAN NAILS. IV 32" O.C., EVERY OTHER 2x8, USE SIMPSON SPV5 ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE OOR JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. UN.O." SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED 6 01 WEEP SCREED INSTALLED PER MAX. 16" O.C,SEE SIMPSON HETA20 32" @.C. MAX. 2x4 S.Y.P. 02 RIBBON 2"X4" CROSS BRACE W/4 -10d 6 EA. FLOOR 6 48" O/C FOR THE TRUSS. IST 2'-0" OF END WALL CS16 OR MSTA 36 1@W/ (4) 0.131X3 1/2 g EA. END 32"O.C. (36" LONG) vo INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 SYP "Z WOOD 3-0.131 x 3 1/2" a EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d HETA20 - 32" O.C. ON THE 6 48" 0/C FOR THE FIRST ND FLOOR FRAMING TOENAILS. 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED SIMPSON GS16 OR MSTA36 OR W/ l3) 0.0 X 3" TOE NAILS EQUAL AT EACH STUD, TO STUD NOTE: (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. OOR JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH 70 BE EQUAL TO OR GREATER THAN "H" LT. Frame/Masonry Connection #� FRAMING NOTES. IF S5 TRUSSES ARE SCALE: NTS NOTE: PARALLEL, PROVIDE BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING e 0.131"x3-1/2" TOENAILS DELINEATED MSTA3�o OR CS16 OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: SET. (MIN. STUD GRADE 2"X4" CROSS BRACE HETA20 WHICH IS NOT SYP) "AT 2x6 WALLS USE SPH6 ALIGNED W1 TRUSS VERT. PROVIDE A MINIMUM 15t 2''-0' OF END WALL WEB USING 2-0.131" X 3 1/2" 2 PLY END STUD a7 CONNECTORS IN LIEU OF . W/ l4) 0.131X3 I/2" g EA. END EACH END of SPH4 CONNECTORS SHOWN. INTO 2"X4" BLOCKING SEGMENT AT 2x8 WALLS USE SPH8 TOENAILS m EA. END. INSTALL SIMPSON 0516 CONNECTORS IN LIEU OF 00, CROSS STRAPS WITH (u SPH4 CONNECTORS SHOWN. FULL DEPTH 0.131"x3-1/1" NAIL AT EACI, FOR WALLS LARGER THAN BLOCKING 9 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 -I/2" 16" O.C. TOP AND BOTTOM SP2'S ON EACH SIDE OF TOENAILS EA. END PLATES/END STUDS. CONSTRUCT WALLZ STRAPS SHOULD BE STUD TO TOP PLATES. UN.O." � AS LOAD BEARING DIAGONAL AND AT 45 SIMPSON SPH4 TO 2"x4" PANEL BLOCKING 48" O.C. FO JOOOR oco WITH UPLIFT REF. _ DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. RELATION To (TVP) HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD SIMPSON HTT4 OR_ 1r�" DIA ALL ATTACHED W/ (2) 16d TOE NAILS. EQUAL AT EACH z iia" END W MIN. I OF SEGMENT _, DIA x 1/8',:• WHEN CROSS BRACE ANGLE WASHER GREATER THAN 45' EXTEND PANEL THREAD Roo FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END BELOW FOR WALL. 00 IF DOUBLE END APPROPRIATE 00, STUD 15 OVER A 1/z" DIA " DIA SPACING 4 SIZE OF VOID SPACE, ANCHOR BOLT coutL� WALL STUDS. STUDS INSTALL SOLID 2X SHALL BE INSTALLED JOINT BLOCKING BELOW. 9 MAX. 16" O.C. N TYP. A$. EXTENSION DETAIL COUPLER NUT INSTALL 5/8° •' THREADED ROD IN SIMPSON SET DIA. 1/2" J -BOLTS 2"x4" CROSS BRACE 48" O.C. FOR �� '•• EPO 6Y OR EQUAL OR WITH 5IMP50N I SET EPDXY, 5 THE 1st 2'-0" OF END WALL W/ (2) 1@dx3" 5�;441: AT CROSS EMBEDMENT 24112X4 RIBBON ID EA. END INTO 2"x4" BLOCKING. _ /z EMBEDMENT, SEGMENT, IF SHEATHING IS f' w/ 3-16d Q (ANGLE NOT TO EXCEED 45') SEE #_• WHEN GYPSUM WALLBOARD, EA. TRUSS. __• WHEN ANGLE IS GREATER THAN 45' DISTANCE IS = •iv ATTACH WITH 6D COOLER CROSS BRACE 's 48 O.G. FOR THE 1st LESS THAN 2'-0" • • NAILS A7 1" O.C. OR "6 X " CMU WALL -SEE 2X BOTTOM PLATE WITH l4) 1-I/4" SCREWS 6" O.C.• FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING 4 -@ OF END WALL. m THE FIRST BAY �i��/�••.. TYP. MORE INFO. TRUSS OR NAILS ALONG THE ALONG EDGES AND 12" O.C. BOTTOM PLATE INTO A IN THE FIELD. IF PARALLEL TRUSS/RIM JOIST SHEATHING IS OTHER THAN AT 4" O.G. ALL NAILS 70 BE GYPSUM SEE NAILING 0.131"x3-1/2" MIN. TYPICAL. SCHEDULE AT 0/52. NOTE: SIMPSON A35 ANGLE REFER To TYPICAL 2-5TOR SEE 'N'/5-3 FOR STUD INFORMATION W/ 12-SdX 1 1/2° WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWY TOP CHORD A Cross Strapping Detail LT. Frame/Masonry Connection #2 E Floor Truss Parallel To BM. Wall 2x4 BEARING S-5 scALE: Nrs S 5 WALL W/ STUDS SCALE: NTS S-5 SCALE: NTS 16" O.C. 1/16 APA RATED WOOD SHEATHING SIMPSON SPH4 EA. STUD NOTE: NOTE: AT 2x6 WALLS USE 6PH6 AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF PRE-ENGINEERED PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. ENGINEERED ROOF FLOOR JOIST ROOF TRUSSES AT 2x8 WALLS USE SPH8 TRUSSES 624" O.C. SPH4 CONNECTORS SHOWN. TRUSSES 624" O.C. AT 2x8 WALLS USE SPH8 - - CONNECTORS IN LIEU OF - CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE SIMPSON SRI'S ON INSULATION PER ENERGY CALCS 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY CALCS CEILING BOARD PER EACH SIDE OF STUD TO EACH SIDE OF STUD TO ARCH. PLANS BOTTOM PLATE 4 SIMPSON 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD SP2'S ON EACH SIDE OF HURRICANEANCHOR e EACH TRUSS SP2'S ON EACH SIDE OF STUD TO TOP PLATES. UN.O." STUD t0 TOP PLATES. UN.O." HURRICANE ANCHOR -9 EACH TRUSS PROVIDE CONTINUOUS STRAPPING PROVIDE CONTINUOUS STRAPPING HTS16 W/ 16-10d 2x4 BLOCKING w/ NOTE: CONNECTION TO FOUNDATION CONNECTION t0 FOUNDATION EA.3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE SP DBL. 2X TOP PLATE DBL. 2X TOP PLATE 50 TOM A TOENAILS CONNECTORS IN LIEU OF BOTTOM PLATE 2x4 SOLE PLATE SPH4 CONNECTORS 5-40WN. SPH4 6 EA. STUD PROVIDE 121A6d FANG)=R PER TRUSS PRE-ENGINEERED PROVIDE (2) 16d SPH4 g EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS USE SP148 COM a EACH TRUSS - CONNECTORS IN LIEU OF 1/2" GYPSUM COM 6 EACH TRUSS 1/2" GYPSUM SPH4 CONNECTORS 0%4OWN. Floor Truss To Girder Connection FOR WALLS LARGER ?HAN 5IMP50N CS16 W! MIN (22) I0d T4G GLUED W/ CONSTR. ADHESIVE 5IMP50N CS16 W/ MIN (22) 10d „ -5 2x8, USE SIMP50N 5P1 o ON COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "O" COMMONS (12 MIN. EACH END) 3/4 T4G GLUED W/ CONSTR. ADHESIVE S SCALE:NTS EACH SIDE OF STUD To 11050 MAX 9 24" O.C. MAX OR 110511 MAX 6 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET S-2 EACH STUD WRAP UNDER TOP BOTTOM PLATE 4 SIMPSON EACH SCUD WRAP UNDER TOP. ON SHEET 5-2 SP2'5 ON EACH SIDE OF PLATE (1ST FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD STUD t0 TOP PLATES. FLOOR TRUSSES 9 24" O.C. FLOOR TRUSSES 6 24" O.G. EXTEND SHEATHING TO U.N.O." 2x4 02 SYP RIM w/ (3) 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 2X BEARING WALL W/ STUDS 6 16" O.C. PROVIDE (3) 0.131 X SIMPSON MTS16 g 3-1/2 TOE NAILS AT EACH FLOOR TRUSS FLOOR TRUSS TO WALL 24" O.C. MAX. 1/16 APA RATED �� PRE-ENGINEERE ENGINEERED BELOW I/2 GYPSUM CEILING BOARD W/ 1/2" GYPSUM CEILING BOARD W! KN CK FLOOR TRUSS ��WOOD SHEATHING FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N-1 PAGEDOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 1/16" SHEATHING MIN., FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ ONA�N� ERN 3-0.131 x 31/2" TOENAILS g DBL. 2X TOP PLATE w/ SIMPSON 5PH4 FOR NAILING PA DBL . 22 XTOP PLATE NAILS SONEACSPH4 EA. END � 16" O.C. w/ 112) 10d NAILS EACH 2 x 4 RIBBON 1/2"GYPSUM BOARD ATTACHED TO EACH 1/2" GYPSUM BOARD FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT a 24" x 3 1/2" NAILS I/2" ANCHOR BIDOLT 24" ' O.C. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE SIMPSON GS16 SIMPSON 6516 EA STUD--ZPt 2X BOT. PLATE w/ BY 1/8" WASHERS Pt 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) I0d TO BASE OF 2x4 5IMP50N SPH4 6 EA. RIBBON BELOW SIMPSONWs16 f SIMP50N 5PH4 a EA. COMMONS (II STUD w/ (10) 10d NAILS EA TRUSSEACH 4"GONG. SLAB. SEE EACH D w/ (10) 10d NAILS 4"CONC. SLAB. SEE MIN. EACH END) FOUND. PLAN FOUND. PLAN BEAM / GIRDER HET�0 REFER TO TYPICAL 2 -STORY WALL FARING ALL SECTION FOR INFORMATION NOT WNPLIFT GMT) WALL SHOwv N FOOTINSE FOUNDATION 2x BOT. PLATE PRE-ENGINEERED FOOTING SEE FOUNDATION W/ 2-@.131 x 3 1/2" FLOOR TRUSS - tr PLAN Fr -,'RE., ZES 4 MORE INFO. PLAN FOR SIZES 4 MORE INFO. NAILS 6 6" O/C rG Cantilevered Floor Truss Over Wall S5 SCALE:NTS a Typical Two Story Interior Bearing Wall Section o Typical Two Story Interior Bearing Shear Wall Section rFSecond Floor Frame Connection Girder S-5 SCALE: NTS S91 SCALE: NTS S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY D15CREPANCIE5 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 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 EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TE12 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK ¢ p _ o_ o d'Z wO_<w0W —zz=i LJ..1 �wO� F' - 30=- o�=� Who? z U LL: T-1 W Z 8 J W Z 0] C LDci� Cr_ Q I n M ''' 00 =Zzz O�R2i 2K N J zv,,a0z D �¢oo �� i�Q=zW O O LLQ ' L w 0? Z 2 O W J IL. W LLj I Z m a z Z w l.7 Z W M LL,1- - ¢ W W - > C I� Q =¢gym ~a�WW w < W 0 0 ¢ � M �� 0® (� Ln Lu co �- z �M ®0 00 W I— p 00 cn d'o e� W ') — Lu (N Ln 00 U' zz 'c J Z x � m 0 W w V-4 U 1 00 .� u.. x a WZ o - vi C) �Ocz 0 a •�= Lu Q 'z— 0 •,*� U) U n� � Q DATE 03-27-lB SCALE NOTED DRAWN MK4=VK JOB - Sheet content: Structural Details Sheet number: DRYWALL OVER FUI BLOCK U lln6xiln6 COVE MC (MOO) 1x6 TRIM (WINDOW PER PLA (WINDOW PER PLAN) SILL CCOLMPOSITE WINDOW lxb TRIM 1911 II BEAD BOARD III II PANELING DRYWALL FINISH l i 1 1 OVER FURRING ON v BLOCK WALL (WINDOW PER PLAN) ELEVATION LINE OF WALL BELOW LINE OF WALL 1x6 TRIM BELOW LINE OF TRIM (NICHE WINDOW >ETAIL 1/4' DOOR CASING ("3(p6) BELOW ---------- GARAGE o LINE OF CASING PER PLAN) CROWN DRYWALL FINISH I 00 OVER 2x WALL (SEE 8' W. CORIAN BELOW ------ ____- =__= DRYWALLLL DRS. PER COMPOSITE WINDOW SILL PLAN DRYWALL FINISH OVER FURRING ON BLOCK WALL COMPOSITE WINDOW DRYWALL FINISH 3 I/4' BASE BD. WHITE PMI= SILL OVER 2x WALL (SEE W/ FIELD OVER 1/2' WHITE F E RMRMN�DROVER PLAN PLAN) 3 1/4'114% W. CORIAN SILL (PROJECT 1/2' OUT WINDOW STOOL WJ 3 U4' BASE BD. TYP. BI -PASS DRS. 241AU t 66) TRIM AND BEAD BD. NICHE STOOL DETAIL I� PLAN SPECIFIC PER PLAN scar r. r a PLAN SPECIFIC PER PLAN scar: r . r-0 GARAGE / MAIN HOUSE SHIM ASTEMP. 1'-4l �� GL ENCLOSURE SCALE: 1' : P-0' 2x6 STAIR SHIM A5 1'-4' REQ'D. MOD. SILL SCIOLLMPosITE WALL CAP 6' W. CORIAN SQUARED DETAIL EDGES INVERTED 2 1/4' BLOCK WALL PLAN SPECIFIC PER PLAN scar r.r� DOOR CASING PLAN CAP (WINDOW SHOWER LOW WALL SHOWER WINDOW STOOL DETAIL INVERTED 2 V4' PER PLAN) 1' INVERTED 2 V4' I' DOOR CASING 0366) 1, COMPOSITE WINDOW DOOR CASING 0366) 1x STIOS tPER 2x SiIIAS (PER 2x STUDS IPER SILL STD. FLAW STD. PLA�U :� STD. PLAN) ESM�D DETAIL BASE CABMET BASE CAMET 2' 'k YAINTY V!' DRYWALL V2, DRYWAIl CABINET INVERTED 2 V4' � DOOR CASING (*366) 3 V4' BASE BD. (0366) 3 114' BASE BD. l"366) DRYWALL FINISH OVER FURRING ON BLOCK WALL QUAIRTER QUARTER 3 I/4' BASE BD. ROUND ROUND 036(o) CALI . TOP HIGH BAR TOP VANITY LOW WALL IWIND01 SCALE: 1/2': 1'-0' SCALE: V2' =1'-0' SCALE: V2' -- 1'_0' PER R TILE TO T FLOORING i BASIS BOARD. NOTE. WHEN TILE FLOOR IS SELECTED ONLY 5A5E BOARD IS INSTALLED. WHEN WOOD FLOOR IS SELECTED BASE BOARD AND SLOE MOULD ARE INSTALLED. Ix JAMB .181 -PASS DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING ('366) FIELD DOWN I/2' 1/2' WOOD FILLER 5 1/4' CROWN - (•45) HEAD GARAGE o 5 1/4" CROWN DRYWALL FINISH I 00 OVER 2x WALL (SEE 8' W. CORIAN SCALE. r • NV (BI -PASS PLAN) DRYWALLLL DRS. PER BELOW CAP CAP PLANT RAIINDOVER W/ ROIiTER 3 I/4' BASE BD. WHITE PMI= 2 1/4' DOOR CASING 0'366) bB W/ FIELD OVER 1/2' WHITE F E RMRMN�DROVER PLAN 3 1/4'114% W. CORIAN SILL (PROJECT 1/2' OUT V1' DRYWALL 3 U4' BASE BD. TYP. BI -PASS DRS. 241AU t 66) CASING DETAIL��' 42 HIGH PER PLAN BD. AT scar: r . r -r 2x4 STAIR KNEE' WALL CAP DETAIL MAIN HOUSE GARAGE o SILL DRYWALL gNm W srATE SrR r EAST a1DBMM.MOP" 34677 813.925.1300 MM 813.9225.1800 FAX WWW.DAVLSBE'WSC:CM TAMPA • DENVER. I 00 BASE BD. TO OVER LAP SLAND STRANSITION 8' W. CORIAN FTEmFF-fs. (WINDOW DRYWALLLL BELOW CAP CAP bd0 RAIINDOVER W/ ROIiTER 3 I/4' BASE BD. WHITE PMI= TILE FINISH OVER WATER �1�366) LINE OF WALL BELOW PLAN) V1' DRYWALL 3 1/4'114% W. CORIAN SILL (PROJECT 1/2' OUT 0366) V2' DRYWALL. BATH i 2x6 WALL TO RECEIVE TILE) TYP. BASE BD. AT OR 42' I� LSHOWER H HIGH PER PLAN GARAGE / MAIN HOUSE 3 V4' BAS1= BD.SIDE (036(o) �� T SCALE: 1' : P-0' 2x6 STAIR KNEE COMPOSITE WINDOW SILL SCIOLLMPosITE WALL CAP D ETAI L SQUARED DETAIL EDGES INVERTED 2 1/4' BLOCK WALL PLAN SPECIFIC PER PLAN scar r.r� DOOR CASING PLAN VU CORIAN EN osu WRAP INTO c VERIFY TOP ELEVATION (+366) CAP CL � o WINDOW OF TILE gNm W srATE SrR r EAST a1DBMM.MOP" 34677 813.925.1300 MM 813.9225.1800 FAX WWW.DAVLSBE'WSC:CM TAMPA • DENVER. I 00 I/2' DRYWALL 8' W. CORIAN FTEmFF-fs. (WINDOW BELOW CAP CAP PER PLAN) TILE FINISH OVER WATER 2x STIOS (PER TILE FINISH OVER WATER LINE OF WALL BELOW PLAN) �� RESISTANT WALL BD. CORIAN SILL (PROJECT 1/2' OUT WALL BD. V2' DRYWALL. BATH i f SHOWER TO RECEIVE TILE) BLOW OF CASING SHOWER I� LSHOWER 3 V4' BAS1= BD.SIDE (036(o) �� T WINDOW DRYWALL FINISH SCIOLLMPosITE PLAN OVER FURRING ON BLOCK WALL sEcnoN PLAN TYP. WINDOW SHOWER LOW WALL SHOWER WINDOW STOOL DETAIL SCALE: lit' -1'-0' SCALE: U4' =1'-0' NOTE: DfRAWING5 ON 11 °xil ° SHEET WILL 5E ONE HALF THE eCALE NOTED TRIM DETAILS x 2 C Nco o M gNm W srATE SrR r EAST a1DBMM.MOP" 34677 813.925.1300 MM 813.9225.1800 FAX WWW.DAVLSBE'WSC:CM TAMPA • DENVER. I 00 COD E 07 0( ow e.w NAM 22mr CAD ALE TEEN MIIU ER 7D ISSUED 06-16-16 REWSED 07-07-16 10-05-16 11-02-1s 1 11 P* Ilu TRIM . RRE . TMCAL NU DETAILS . 0 &fa7 0 TD , J� DAVIS BEWS DESIGN GROVP W srATE SrR r EAST a1DBMM.MOP" 34677 813.925.1300 MM 813.9225.1800 FAX WWW.DAVLSBE'WSC:CM TAMPA • DENVER. EST. 1994 fk=— TRIM . RRE . TMCAL NU DETAILS . 0 &fa7 0 TD , POST OPT. LIP-MG2KNUG44LJ-4040 1� WRNEWEL OUGHT IRON BALUSTERS I `F'Jl I` LJ -4010 LJ -4045 LJ -4042 LJ -4040 � I pZF� I � Post I ; % 1x12 SKIRT ROSETTE _ - ` l'PLAtANTED BASE SECTION ��'Ix12 SKIRT Ix6 PAINTED BAST= SECTION�� BOARD CUT � =�� BOARD SLATE CUT TwRl '3� TYPICAL NEWEL POST PROFILES LJ -6010 IA2 SKIRT 3 1/4" BASE WALL ..`. - 31/4" BASE WALL . LJ -6010 RAILING BOARD AS APRON %b - U-6010 AS APRON �: RAILING KTS RAILING LJ -5015 WOOD = LJ -1041/8 - LJ -1041/8 BASECAP BALUSTERS ___ GAP S -TURN G� S -TURN _= MOULD (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 = MOULD STANDARD LJ-8014MR1 _ STANDARD LJ-8014MR1 1x11 SKIRT TREAD FOR CARPET W-5015 WOOD = =- TREAD FOR CARP9=t LJ -5015 WOOD TOAD FOR CARPET BOARD - (OPT U-8070 SERIES BALUSTERS (OPT. LJ -8010 SERIES BALUSTERS (OPT. LJ -8010 SERIES TREAD SPOIIN) (3 PER TREAD) TREAD) (3 PER TREAD) TREAD) LJ -8095 OAK ix8 PAINTED LJ -8095 OAK -LJ-8010MRI - LJ -W% OAK LINEAL COVE RISER LINEAL COVE RS ISER PAINTED LINEAL COVE MOULDIVCs - _ MOULDIVCs = RMOULDING - LJ- 8010MRI BASE OAK TREAD BASE - - OAK TREAD BASE 1x8 PAINTED PER TM LEVEL PER TM LEVEL PER TM LEVEL RISER 3 V4 OR 5 1/4 3 U4"OR 5 1/4 3 1/4"OR 5 U4 LJ -4042 1x12 SKIRT LJ -4042 'BOAR TURNOUT / 1045 NEWEL POST BOARD NEWEL POST LJ -4010 2 EA. - LJ -3016 RAIL 2 EA - LJ -3018 RAIL LJ -3009 AND POST FASTENER AND POST FASTENER BRACKET NEWEL POST LJ -8010 STARTING STEP LJ -5015 LIP-POLSASK44 LIP-HOL25ASK44 LIP-POLMUC44 LIP-HOL2KNUC44 LIP-WOLPLA44 LIP-POL50144 (PLAIN) W/ GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND LI-ALAKOI (2 EA. ADJ.14NlCICLE) STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HE&IT REWIRED. �G INDICATES STRIP FLOORM TO SE INSTALLED M SAME ORIENTATION AS 5 1/4' LANDING TREAD LJ -8090-5 OAK 51/4" LAND ws TREAD SELECT 2 1/4" STRIP FLOOR SELECT 2 1/4" STRIP FLOOR KTS. -SEE GENERAL STAIR NOTES STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING 2. WPI=N PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS -MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR THE TREADS ARI= OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS 'OPEN RAILING", INSTALL HYBRID TREADS WITH CART RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RAN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRIIELL. "CONTINUOUS' RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WPM LJ -8090-5 OAK— 1" MR HOLE DEPTH FOR 1111111 FOR BALUSTERS IN TO 5 1/4" LANDING LJ -4042 HAND RAIL (KEEP HOLE LLS at} TREAD LJ -1021 DEPTH THE SAME At EACH BALUSTER) EACH BALUSTER) LJ-8010MRI 2x STUD WALL w/ 36" P. RAILING 36" H. RAILING STANDARD - 42" H. KN1=�WALL ROSETTE �i� fi'0y STANDARD - 42" H. KNEEWALL (OPT. U-6010 RAILING SHOWN) — °° BALUSTERS NEWEL POST OAK TREADS N (OPT. LJ -6010 MOULD LJ 1x12 SKIRT U-8010MR1 TR BOARD OAK TREADS LINE OF LINE OF (SINGLE KNUCKLE) LJ KNUCKLES TO LJ -5015 42" WOOD BALUSTERS RAILING SHOWN) TR RAILINGOAK LJ-8010MR2 t0 TOP RAIL (3 PER TREAD AND EQ LJ -4040 Rq/ NEWEL POST TREADS __--RAILING OPT. LIP-MG2KNUC44 SPACED) LJ -4042 NEWEL 1QNUCKLES AND EQ SPACED) - CA POST TYP. GENERIC WOOD SWITCHBACK 1x6 PANTED BASE STAIR FLOOR PLAN DETAIL NTS. KTS. N.T.S. 1" MIN. HOLE DEPTH FOR WROUGHT IRON BALUSTERS BALUSTERS IN t0 HAND BALUSTERS IN TO HAND N RAIL (KEEP HOLE RAIL (KEEP HOLE PLATE DEPTH THE SAME AT DEPTH THE SAME AT g'06 — - CIO `A EACH BALUSTERS - 3 U4" BASE BD. AS APRON EACH BALUSTER) LJ -1011 LEVEL QUARTER TURN I 36" H. RAILING /lG `� A1,q - N 36" P. RAILING Ln in rn N LJ -1011 LEVEL U-6010 RAILING 1 LJ4010 RAILING LJ_ 4040 + LJ -4042 QUARTER TURN NEWEL LJ -045 IIPOST NEW�L Post LJ -4040 NEWEL I I j LJ -4042 NEWEL POST 1 - , r POST OPT. LIP-MG2KNUG44LJ-4040 1� WRNEWEL OUGHT IRON BALUSTERS I `F'Jl I` LJ -4010 LJ -4045 LJ -4042 LJ -4040 � I pZF� I � Post I ; % 1x12 SKIRT ROSETTE _ - ` l'PLAtANTED BASE SECTION ��'Ix12 SKIRT Ix6 PAINTED BAST= SECTION�� BOARD CUT � =�� BOARD SLATE CUT TwRl '3� TYPICAL NEWEL POST PROFILES LJ -6010 IA2 SKIRT 3 1/4" BASE WALL ..`. - 31/4" BASE WALL . LJ -6010 RAILING BOARD AS APRON %b - U-6010 AS APRON �: RAILING KTS RAILING LJ -5015 WOOD = LJ -1041/8 - LJ -1041/8 BASECAP BALUSTERS ___ GAP S -TURN G� S -TURN _= MOULD (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 = MOULD STANDARD LJ-8014MR1 _ STANDARD LJ-8014MR1 1x11 SKIRT TREAD FOR CARPET W-5015 WOOD = =- TREAD FOR CARP9=t LJ -5015 WOOD TOAD FOR CARPET BOARD - (OPT U-8070 SERIES BALUSTERS (OPT. LJ -8010 SERIES BALUSTERS (OPT. LJ -8010 SERIES TREAD SPOIIN) (3 PER TREAD) TREAD) (3 PER TREAD) TREAD) LJ -8095 OAK ix8 PAINTED LJ -8095 OAK -LJ-8010MRI - LJ -W% OAK LINEAL COVE RISER LINEAL COVE RS ISER PAINTED LINEAL COVE MOULDIVCs - _ MOULDIVCs = RMOULDING - LJ- 8010MRI BASE OAK TREAD BASE - - OAK TREAD BASE 1x8 PAINTED PER TM LEVEL PER TM LEVEL PER TM LEVEL RISER 3 V4 OR 5 1/4 3 U4"OR 5 1/4 3 1/4"OR 5 U4 LJ -4042 1x12 SKIRT LJ -4042 'BOAR TURNOUT / 1045 NEWEL POST BOARD NEWEL POST LJ -4010 2 EA. - LJ -3016 RAIL 2 EA - LJ -3018 RAIL LJ -3009 AND POST FASTENER AND POST FASTENER BRACKET NEWEL POST LJ -8010 STARTING STEP LJ -5015 LIP-POLSASK44 LIP-HOL25ASK44 LIP-POLMUC44 LIP-HOL2KNUC44 LIP-WOLPLA44 LIP-POL50144 (PLAIN) W/ GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND LI-ALAKOI (2 EA. ADJ.14NlCICLE) STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HE&IT REWIRED. �G INDICATES STRIP FLOORM TO SE INSTALLED M SAME ORIENTATION AS 5 1/4' LANDING TREAD LJ -8090-5 OAK 51/4" LAND ws TREAD SELECT 2 1/4" STRIP FLOOR SELECT 2 1/4" STRIP FLOOR KTS. -SEE GENERAL STAIR NOTES STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING 2. WPI=N PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS -MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR THE TREADS ARI= OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS 'OPEN RAILING", INSTALL HYBRID TREADS WITH CART RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RAN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRIIELL. "CONTINUOUS' RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WPM LJ -8090-5 OAK— 1" MR HOLE DEPTH FOR 1111111 FOR BALUSTERS IN TO 5 1/4" LANDING LJ -4042 HAND RAIL (KEEP HOLE RAIL (KEEP HOLE TREAD NEWEL POST DEPTH THE SAME At EACH BALUSTER) EACH BALUSTER) LJ-8010MRI 2x STUD WALL w/ 36" P. RAILING 36" H. RAILING L�� OAK TREADS U-6010 RAILING (DOUBLE 104UCKLE LJ-8010MR1 LJ -4042 °° BALUSTERS NEWEL POST OAK TREADS CAP (3 PER TREAD) MOULD LJ 1x12 SKIRT U-8010MR1 TR BOARD OAK TREADS LINE OF LINE OF (SINGLE KNUCKLE) LJ KNUCKLES TO LJ -5015 42" WOOD BALUSTERS BE PARALLEL TR RAILINGOAK LJ-8010MR2 t0 TOP RAIL (3 PER TREAD AND EQ TREADS __--RAILING (3 PER TREAD - ALTERNATE SPACED) LJ -4042 NEWEL 1QNUCKLES AND EQ SPACED) POST TYP. GENERIC WOOD SWITCHBACK BALUSTER STAIR FLOOR PLAN DETAIL NTS. KTS. N.T.S. Ht. WALL PET STARTS HIS RISER .ING 042 NEWEL T GENERIC WOOD / CARPET STAIR FLOOR PLAN KTS- KTS. OFILES N.TS. 3/4" MR POLE DEPTH 1" MR HOLE DEPTH FOR FOR BALUSTERS IN TO BALUSTERS IN TO WAND 0 HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT DEPTH THE SAME At EACH BALUSTER) EACH BALUSTER) 2x STUD WALL w/ 36" P. RAILING 36" H. RAILING L�� DRYWALL FIN. U-6010 RAILING U-6010 RAILING (DOUBLE 104UCKLE LJ -5015 WOOD LJ -4042 LJ -4042 °° BALUSTERS NEWEL POST NEWEL POST CAP (3 PER TREAD) MOULD 000 1x12 SKIRT U-8010MR1 BOARD OAK TREADS LINE OF LINE OF (SINGLE KNUCKLE) BALUSTERS TO KNUCKLES TO LJ -5015 42" WOOD BALUSTERS BE PARALLEL BE PARALLEL 00 DECORATIVE METAL BALUSTERS SUB TREAD TO TOP RAIL 10 t0 TOP RAIL (3 PER TREAD AND EQ LJ -8095 OAK LINEAL COVE MOULDING 1x12 SKIRT BD. BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L Mot to r_lu LJ -404 42" H. LJ -1021 ZEML RAILING ROSETTE LJ -6010 36" H. RAILING RAILING U-5015 WOOD 31/4" BASE BALUSTERS o AS APRON (3 PER TREAD) NEWEL 2 WOOD TREAD zd POST 1x12 SKIRT W. W_ BASE LJ -8095 OAK CAP LINEAL. COVE MOULD MOULDING BASE PSR PLAN PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS x a Cl co DAVIS BEWS DESIGN GRIOrVP 0 50 STATE SIRFEr FAST CUXWJt, RDRroA 34M S13. 925. L300 TEL 813.925.1800 FAX ,VWWnAVEME TAMPA • DENVER. N^ MM L[H-POI 2KNUC44 L L�� (DOUBLE 104UCKLE °° >� LIH-HOLMUC44 (SINGLE KNUCKLE) LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD AND EQ (3 PER TREAD - ALTERNATE SPACED) 1QNUCKLES AND EQ SPACED) TYP. LEVEL 1 DECORATIVE TYP. WOOD BALUSTER METAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL NTS. N.T.S. 1" MIN. HOLE DEPTH FOR I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND BALUSTERS IN TO HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT DEPTH THE SAME AT EACH BALUSTERS EACH BALUSTER) 36" H. RAILING 36" P. RAILING U-6010 RAILING LJ4010 RAILING LJ -4042 LJ -4042 NEWEL POST NEWEL POST LINE OF LINE OF BASKETS t0 / SCROLL t0 BE BE PARALLEL PARALLEL t0 TO TOP RAIL / TOP RAIL x a 'JW NLAM 2416.%01' CAD FXE NAME 1RIM DETAILS ISSUED 04-05-13 RENSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 oil Cl co DAVIS BEWS DESIGN GRIOrVP 0 50 STATE SIRFEr FAST CUXWJt, RDRroA 34M S13. 925. L300 TEL 813.925.1800 FAX ,VWWnAVEME TAMPA • DENVER. N^ MM L L�� 00 °° >� 'JW NLAM 2416.%01' CAD FXE NAME 1RIM DETAILS ISSUED 04-05-13 RENSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 oil LIW-HOL25ASK44 LIP-14OL50144 LIP-WMPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) 0• LTH-WOLI5ASK44 LI-ALAK01(1 EA. STAIR (SINGLE BASKET) ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD ALTERNATE (3 PER TREAD - I - SCROLL AND BASKETS AND EQ SPACED) 2 - KNUCKLES AND EQ. SPACED) 01111£ • TYPICAL STAIR DETAILS TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE _ M ETAL BALUSTER METAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL ' N.T.S. N.1 NOTE: DfRAWING5 ON 1111x1 -l" 5�4EET WILL 5E ONE �4ALF THE 5CALE NOTED STAIR DETAILS DAVIS BEWS DESIGN GRIOrVP 50 STATE SIRFEr FAST CUXWJt, RDRroA 34M S13. 925. L300 TEL 813.925.1800 FAX ,VWWnAVEME TAMPA • DENVER. -- ESM 1994 f+-- LIW-HOL25ASK44 LIP-14OL50144 LIP-WMPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) 0• LTH-WOLI5ASK44 LI-ALAK01(1 EA. STAIR (SINGLE BASKET) ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD ALTERNATE (3 PER TREAD - I - SCROLL AND BASKETS AND EQ SPACED) 2 - KNUCKLES AND EQ. SPACED) 01111£ • TYPICAL STAIR DETAILS TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE _ M ETAL BALUSTER METAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL ' N.T.S. N.1 NOTE: DfRAWING5 ON 1111x1 -l" 5�4EET WILL 5E ONE �4ALF THE 5CALE NOTED STAIR DETAILS