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528 Red Rose Ln 18-2262 (a)
LOT 219 - THORNBROOKE 40I s ANASTASIA GARAGE RIGHT INCLUDED ELEVATION " TRADITIONAL " TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS; CONCRETE DRIVEWAY, PAVER LEAD WALK, AND ACRYLIC AT PORCH / ENTRY / LANAI. R-ECOP D c;O "Y' REVIEWED Poll CODE comPLJANCE pLA EX MINER r�•L41 -C& DATE aANFQRQ_Rk) 9 9N DiVtSiQN, A PE RMII ISSUELI 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 PERIViIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A (;()F;r- ECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 'TF,S ' ro be Veroic) sw& Inspection REDRAW NOTES 05-04-18 CREATED LOT 5PECIFIC PLAN FOR LOT 219 IN THORN5ROOKE 40'5, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: RAILING AT MAIN AND UPPER FLOORS, CEILING FAN PRE-WIRE5, PAVER DRIVEWAY, LEAD WALK AND PORCH, ALTERNATE STUDY, TRAY CEILING PACKAGE, ADDITIONAL SINK AT BATH 3, WEATHER PROOF OUTLET W/ COVER AND UNDERCOUNT SINK AT 5ECONDARY BATH. SQUARE FOOTAGE CALCULATIONS ELEVATION " IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER (ROOF S.F. 3247 TOTAL WIDTH 30'-011 TOTAL LENGTH 75-0" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -FOUNDATION PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES Sl -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SID -STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTES_ CHAPTERS AND SECTIONS REFER TO FB.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 5ET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE GON5IDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WAIL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 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 15 MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'IXII GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.CR - 6TH EDITION (2011) R302.6 AND TABLE R3021o. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT 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 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FBL.R. - 6TH EDITION (2011) R103.12 AND ASTM C T(6. PER FB.GR 6TH EDITION (2011) R103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SWEET GAUGE CORRO51ON-RE515TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER FB.CR 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYER5 OF GRADE D PAPER. 5TUCC0 APPLICATION AND CURING PER FB.CR. 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER A6TM C 1063-06 (1.I1.4J THRU 1.11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. 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 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION WEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, 50LID GORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/811 THICK, OR 20 MINUTE FIRE RATED DOORS: FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 486% TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R9M 1.1 CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE V45D IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH A5TM D 226, TYPE II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2411 HIGHER THAN THE ROOF OR RIDGE THAT 16101-011 AWAY OR GL05ER. TUB AND SHOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR 51,18TERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0,010 INCH, AND BE 5EALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES - CONDENSATE LINES, IRRIGATION/ SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAG. 1, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 1`26 GAUGE (0.48 mm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE N0 OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED 1N ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: 1, OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAU5TED DIRECTLY TO THE IN51 THE BUILDING. 0 OTHER AREAS p E B Lq SPACE, R ER RE E DISCHARGE INTO AN ATTIC CRAWL P ROOMS 5WA NOT D RGE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET R LL , 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TD THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE 10.19 RAW BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN W. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLAN5 HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31.2011 = � z 0 °•i YY �d x r. 100 0 Joao Jr�il�� �/� 0 0mOm am V N r > >JC4i 66 0 0 oC°a U. x 0) J *m 00SSn z 04 • JOB NUMBER B-1812459• CAD FILE NAME LOT 219 TB ISSUED 05- 04-18 REVISED DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813, 925 . 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DELIVER EST. 1994 �- �q6 �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 II PAUL D. KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY z 0 C:) ry W ne 0 ne awl ■IIIIIIIY�1� 2582 • TI TLE • GENERAL NOTES REVISION LOG V. • SHEET • 1 h 1 III _ - l - _ -- ---- - _ _ El 91.811 41-411 4'-8" 4'-8" 41-811 41-011 1'-0" 5'-411 51-411 4'-411 4'-Ioll 2 STORY I STORY FOOTING FOOTING G 50.GAL. CONT. (TYP. AT LANAI) WH.�aI 31 _611 41-411 n 41.0" 41-411 Ha t — "I 1-5TORY FOOTING (TYP.) i 20" H. x 16" W. GONG, MONO-FTG. W/ I 2 - 15 CONT. REBARS PROVIDE � - 19 $11 all M RIFY ACRYLIC Fn�l NAI F ■ `- (�(- — I I I���� 31 10 N II I [ `, 16 WxI6 DEEP FTG. I �L - J W/ 2 05 CONT. R — 9 -I 3 -9 i 25" MIN. LAP WHERE 5PLICED AND WIRE TOGETHER BOTT, OF FTG, 5HALL BE 1211 MIN. BELOW GRADE 20'- I all ELEVATION AT 0'-0" (A65UMED) 3.5" THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ = 6x6 WI.4xWl.4 MESH OR FIBER ,� MEN OVER 6 MIL. VAPOR @ BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL. 7-77 21' 6" � T-6" \ IIa (� — �u 16" Wxl6" DEEP FTG. W/ 2 GONT. PROVIDE WATER �� LINE FOR ICE MAKER / �� ,� ,� OF REF. Sl 3 -6 G.J. SLAB J---____ >r 9 / m i CJ. _________________ ________ PITCH TO DRAIN i I - w "' i " I I � IS'-6" i - V I Lu ti I PITCH Vxa" FTG. W/ I - 15 CONT. (TYP. AT LANAI) 41-411 I ■ I F-411 ■ ■ — AA Q ZA Lu ! 811 3A2 OoV w a cx 12'-311 NOTE: ALL 5LA5 ANGLES ARE AT 45° (UN.O,) `� 51 ■ ■ 9'-8" ■ O F3 m 2-5TORY FOOTING (TYP.) 16" W.x12" DEEP FTG. 5 W/ 2 - 05 CONT, 51 4" P.Y.C. a, �L, F4 / AIR HANDLER � LINES FROM `" — _ UPPER FLOOR _ F1 11.311 j 2'-5" - 16" Wxl6" DEEP 31'al� "' 5'-2" 5' 811 ul 4' 0" 4'-411 — c'v 3 -6 x3-6 A/C PAD l5EE MECH. CONTRACTOR FOR LOC.) 20" H. x 20" W. GONG, MONO-FTG. W/ 3 'S CONT. RE5AR5 PROVIDE 2V MIN. LAP WHERE 5PLICED AND WIRE TOGETHER BOTT. OF FTG, SHALL BE 12" MIN. BELOW GRADE - 28'-a" I I I -��I Cr j m 8" THICKENED EDGE FOR SHOWER REGE55 W/ I NO.5 BAR GONT. 11 9 2 DR CONDENSATION DRAIN BY PLUMBER v _ - FTG. W/ 2 - 05 CONT. L \ REGE55 > ■ �o FOR I_ 11 FOR ENTRY pR. 14 4 131-81, ■ C11 ■ C? ■ ■ ■ ■ r�0� 51 4R I -STORY FOOTING FTG. W/ I - S CONT, (TYP. AT ENTRY) 13' all �- CLOT 2x4 WALL 4'•211 3' I" 2' 8" 20'-11" 2'-111 1'-$" 3' 10° LAV. _a / A 3/4" CONDENSATION 54 411 P.V.G. DRAIN BY PLUMBER ■L ■ ■ ■ � 6, TILE SHOWERS SEAT REGE55( ABV. 21-011, �I LAVA \ 5' 6" `� I I _ a" CM,U. WALL A5v. ■ _ _ _ OPT. �DPT. n DRYER) I WASHER ■ — �- — ��. — — PAVERS I L _ — — — _ — _ H.B. 3'-011 INDICATES I - S VERT. REBAR IN MA50NRY DELL FILLED 50LID W/ CONCRETE. VERT. REINF, SHALL BE HOOKED INTO BEAM A5OVE 4 FTG. BELOW PROVIDE 25" MIN, LAP WHERE 4'-411 5PLICED AND WIRE TOGETHER as ELEVATION (-) V-3 I/2" AIR HANDLER 3/4" CONDEN5ATION LINES FROM DRAIN BY PLUMBER UPPER FLOOR 52'-411 2'-411 8" C.M.U. WALL ABV. 151-011 31.611 31-1011 I. 41-411 \ PITCH - 1/8" / FT. v w yl A11 * * * * * * * * * * TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING 501L-APPLIED PE5TICIDE5, BAITING 5Y5TEM5 AND PE5TICIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEW CON5TRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 5HALL BE 166UED TO THE BUILDING DEPARTMENT BY THE LICENSED PE5T CONTROL COMPANY THAT CONTAINS THE FOLLOWING 5TATEMENT': "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULE5 AND LAW5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5." * * * * * * * * * G m G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * ELEVATION (-) 64" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 5LAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR05TATIC VENT REQUIREMENT. PLEA5E REFER TO 51TE PLAN 5U5MITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLAN5 TO DETERMINE 5PECIFIC REQUIREMENT FOR EACH U5E OF TH15 PLAN, ALL GARAGE FLOOR ELEVATION5 WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY 5TRUCTURE 5UILT IN A FLOOD DE5IGNATION A5 SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION, FOOTING LEGEND: F1 12" DEEP x36"x36" GONG. FOOTING W/ (4) S 5AR5 EACH WAY. D12" DEEP x24N24" CONC. FOOTING W/ (3) 05 5AR5 EACH WAY, G 20" DEEP 60"60" CONC. FOOTING W/ (3) 05 5AR5 EACH WAY x ro rt 0 J"�O 0 .Jcc+ml�� 0N� o�(�M N r, >>Ja ■EIU ` a ° LL • 0 0 ■■. 0� Go L= X 0) c*1 ��"`h 00 z cm2,0 • JOB NUMBER 8-1812459• CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAIt, FLOR-1DA 34677 813.925. 1300 T'EL 813.925.1800 FAX W W W.DAVISBEWS,C0M TAMPA • DENVER.. EST. 1994 III 111 VOR EX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 *4 1 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO 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. 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 ..I �z O rvoo 0 0 N ON (.III F4 12" DEEP x30"x30" GONG. FOOTING W/ (3) 05 5AR5 EACH ' WAY. 2582 THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). • TITLE • FOUNDATION PLAN F51"5 S 2 15 FOUNDATION PLAN • SHEET • SCALE: 1/4" = 1'-0" GARAGE RIGHT I I j TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS �c 2011 2111 37 531' WINDOW CALL -OUTS Q 2611 12 5H 1/2 32 5H 22 5H 32 5H W = 3911 13 5H 1/2 33 5H 23 5H 33 5H � 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H 12" 16 5H 1/2 36 5H 26 5HT 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL UWINDOW5, tuj o WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.GJ ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FB.C.R. - 6TH EDITION (2011). VYL 5OTT. OF LINTEL ' AT 84" A.FF, v b v� 3'4"64" A/G 1 I Y-61164" A/C PAD (SEE MECH. PAD (SEE MECH. CONTRACTOR I (CONTRACTOR 1 FOR LOC.) I I FOR LOG.) L---J L-----1 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2x12 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 61MP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MA50NRY/GONG. WITH 114" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASICONC.). •• AT WOOD WITH (4) 0,131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT CONIC. W/ 1/4" DIA. x 3" TAPCON3 AT 12" O.C. to AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU56/JOI5T/ OR BLOCKING BELOW. to ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: of J015T6 TO BE 2612 5YP, MIN. AT lb" O.C, of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. to IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/211 R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J0157 TO KNEEWALL TOP PLATE. to LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT lb" OC. MAX, ••o I/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT M450NRY/CONCRETE ATTACHMENT. a ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5, 6U55TITUTION6 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. VARIES (SEE PLAN) glow"fl"N'll w M a g b �A ORANGE PEEL (OR SKIP TROWEL) O� WALL TEXTURE. INTERIOR (COLOR O PER C55) FLAT LATEX B n«� O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT �C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX 5EMIGLO55 CEILING SECTION SCALE: 1/2" : 17 3/4" PLYWD. DECKING FLOOR 5Y6TEM ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH R301 AND TABLE R301.5 PER FB.C.R - 6TH EDITION (2011). * * * * * * G.C. VERIFY SHIM AS POP-UP OUTLETS REQ'D. ll-//III 1" CA51NG 2x STUDS (PER STD. PLAN) BA5E CABINET 1/161, 0.5.5. BACKING I/P" DRYWALL CALI. TOP SCALE: 1 2" - II -/All AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPERFLOOR 42" H. 36" H. CONTINUOUS GRASPABLE RAILING LINE OF b'-8" MIN. HEAD CLEARANCE BEAM FLOOR 5Y5TEM 10.001, 2x STRINGERS (TYR) RAILING 5TORAGE I" NOSING UNDER (TYP) x STAIRS 2x TREADS AND `^ Ix RI5ER5 (TYPJ 11 TREADS AT 1020" EACH STAIR SECTION. 5CALE: 1/4" = 1411 STAIR NOTE5: AIR LING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50YE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION �c ENCLOSED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR 5UM-ACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER FB.C,R. - 6TH EDITION (2011) R3021 AND R302JI FLAT HEADER AT 84" A.F.F. T,O,M. 9191-411411 A.F,F, T.O.M. 91411 A.F.F. m 11,41N FLOOR BTRUCTUR,41- LEGEND 8" K.O, BLOCK FILLED W/(U S BAR OVER 8" ° — PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U "5 BAR. IA — 8" KO. BLOCK FILLED WI(l) S BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" ° PRE-ENGINEERED CONCRETE LINTEL WIN) 15 BAR, GROUTED SOLID. • _ 8" PRE-ENGINEERED CONCRETE LINTEL "5 FILLED W/(I) BAR �3 — 8" LINTEL5 SHALL BE FILLED, BELOW 8" KO, BLOCK FILLED AND REINFORCED WKI) •5 BAR. ® — PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP60N HTT4 CONNECTORS AT BASE. - PROVIDE (3) 2xb 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. © — PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMP50N H2.5 CLIPS. STRUCTURAL NOTES • ALL LVL'6 TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 12 5YP 2X8 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J. - RECOMMENDED MA50NRY CONTROL JOINT. ■ INDICATES I "5 ♦ INDICATES 2 "5 HATCHING rrrrw R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALL5 R 13 MAIN FLOOR PLAN NOTES — SCALE: GARAGE RIGHT •Irl�• • x 0 r. -j r0 0 c °=N� ` >;JM 6 0 0 n 00 0 zJ=0 T ©ro,: qq 0 Z0 NGd' 0 JOB NUMBER B-1812457 CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REVISED 10 ON DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSNWI , R DRMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • E>EIVVER- � EST. 1994 =T..- or, 6? f11In 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 J. MEISHEID, P.E. #83217 1 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 (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 c Z 0 c) (1) C) 0 0 l< neo I llllmll� • • n•rurr�rwrr�•II• 2582 TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • V-Q11 I d- d- M 11 Mo 3b'-411 REFER TO BNEET 2AI FOR MAIN FLOOR FLAN NOTES MAIN FLOOR PLAN DIMENSIONS x ro w r0 im JQ�O 0 JMI`.�, 1 N 0 m; awl. 'rn N M > > J N L oo�M L• 0 -HN 0 0 —1 C O o roC4 �0C4 y/ SSro^ 00 T z N G V • JOB NUMBER B-1812459• CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REVISED DAVIS BE DESIGN GROVP 150 STATE STREET EAST. OLDSMAR, FLURIDA 34677 813.925.1300 TEL 813.925.180© FAX W W W.DAVISBEWS.GOM TAMPA • DE'NV$R. -tea EST.1994 .. Mb fill In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE 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 �..�j 0 c) (J) C) 0 Z 1 T� 2582 , • TI TLE • MAIN FLOOR PLAN DIMENSIONS • • SHEET1lAl • SCALE: 1/4" - V-011 GARAGE RIGHT • TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS ik 2011 2411 3611 48'1 H WINDOW CALL -OUTS 2 (D 2011 I818 F.G. 2018 RG, 3018 F.G. 401a Fn. w = 24" 620 F.G. 2020 F.G, 3020 F.G. 4020 F.G. � 0 3611 1830 5H 2O30 5H 3030 5H 4030 5H o s Z 4811 g 11540 5H 2O40 5H 3040 5H 4040 5H 6011 s 650 5H 2O50 5H 3050 5H 4050 5H 22" 660 5H 2O60 5H 3060 5H 4060 5H ;k G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. O Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.BCR - 6TH EDITION (2011). REFER TO SHEET 282 FOR UPPER FLOOR PLAN DIMENSIONS 1'-mil 8 FLUSH FRAME TO FURRING BELOW �f-a I �o� 1m OPEN TO BELOW I. I CV 2x4 FLUSH FRAME 42" H. FRAME TO FURRING RAILING WALL BELOW I R/S -- ------ - 2-64.8 9 0 DO 6-0x6-5 CLG. BI-PASS ca � w a< BEDROOM 2 13'-4"xl2'-8" 9'-0" FLAT CLG. WC o eo � I BATH 2 C a CPT.` TILE 9, H 2-6x6-8 CLG. Li 1 77H, PROVIDE PAN AND DRAIN UNDER A.H.U. 2x . , 2x4 FRAME FRAME v 9'-01I WALL WALL 2 - 3050 5H. HD. AT T-8` O� LOFT BEDROOM 3 1l'-0"xl4'-4" 12'-6"x11'-O" 9'-0" FLAT CLG. 9'-0" FLAT CLG. 42" H. RAILING ",--42" H. RAILING 91.011 2-Sx6-8 CLG. LOUVER DR BATH 3 CLG- A.H. N0.1 n�c © 24" H. METAL STAND 2 CLG, a I A/C 9'-011 24" H. METAL ` 'DR I CHASE CLG. L-11 R/5 5-04-8 2-bxb-8 PROVIDE 51-PA55 PAN AND DRAIN UNDER A.H.U. BEDROOM 4 13'-6"xl l'-O" 9'-0" FLAT CLG. I 3050 5H. HD, AT T4' �k EGR//E55 1'-011 d- N a -- — — — — — _- — —.. — -.— — —_ — — '-- — "'— _- — i� I i I I co I REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS AA 3C2 I UPPER FLOOR STRUCTURAL. L.EGENC) lU - PROVIDE (3) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 10 - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-.2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) `12 5YP 2X8 U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA •�•.e- ®� Lu ~� CJr aC : .. ° d,����IeO•eesee • �O��w�b WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.BC.R - 6TH EDITION (2011) R3122 UPPER FLOOR PLAN NOTES. GARAGE RIGHT • • K m C U �o o to O _j co c::Nti p soc) (9 V Zaj V a asLL 5 00 02,5 ..r 0_J c0LL 4) % E _lero w ;; C'4 L-J.- iQ o oCro� •00 Z ccl, • JOB NUMBER B-1812459• CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • 01ENVERZ EST. 1994 c—� m III ui VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 N PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT [HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY ... c) C) �11.1�1.�1..1•MII 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS SHEET 10 2B1 D :0 s r s UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT x �o w UoV7 io o 0 -1 0 y I 2 N co,M1- >;Jcv 66 6' LL OO :2 LD 0-1P-O E��-°N .c 6 0 � fp 000C ti Z c`D4 JOB NUMBER B-1812459• CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk RLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DEIVVER. EST. 1994 �,, �11 o11 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 "A I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P,E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH 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 0 c) (n C) No ne 0 0 .nrrr■n■Ir■ 2582 • • TITLE • UPPER FLOOR PLAN DIMENSIONS I 1112" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) R415ED SAND FIN15H TEXTURED BANDING 3/4" THICK NOTE: THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIG KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH EDITION (2011) R103.1.1 AND ABTM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C T6. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE:3" 1'-0" �e WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 209O PER F.B.C.R - 6TH EDITION (2011) R3122 6 12 /SHINGLE 12 ro ROOF G.C. VERIFY 6 12/SHINGLE ALUMINUM OVER ROOF 2x6 5UB-FA5CIA PLT. HT. _ (TYPICAL) PLT. HT. 4" BANDING (TYP.) - 15TUCCO 16TUCCO DECORATIVE 1'-4" W. x F-0" H. FIN15H FIN15H Fm FIXED 5HUTTER5 DECORATIVE 7 7 FIXED 5HUTTER5 77 411 BANDING T (TYP.) 6 12 /5HINGLE 6 12 /5HINGLE Q6 5EGOND FF. LINE _ ROOF ROOF SECOND FF. LINE _ TOM, T.O.M. _ 8" BANDING 8" BANDING 6" BANDING COACH 4" BANDING _ � LIGHT `r TEXTURED ❑ ❑ ❑ L� TEXTURED zo FIN15H FIN15H 171171 El El 171 1 ❑❑171 El [7 El 17 MAIN FF. LINE _ Ll _ MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (A55UMED) DOOR SURROUND (A55UMED) NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION_ 5CALE: 1/4" = 1'-0" » •ul rJ & • .. » C) ��✓��'lltiltt x cc C r0 a� O Jc�ic\ /M� I L 2 N �. >_>Ja 1.0 LL O O LD ~ 0� c0 0 �roN m J CD �h y� 00- Z F1 It JOB NUMBER B-1812459� CAD FILE NAME LOT 219 T9 ISSUED 05-04-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM T,kWA • EDEIVVER. EST. 1994 !il ull VORTEX ENGINEERING, I.M. 607 S. ALEXANDER 5T., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 HI PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ]HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF 7HE FLtlRIgA BUILDING CODE, RESIDENTIAL6TH 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 r Z 0 c) UO C 0 ne 2582 , • TITLE • FRONT ELEVATION DETAILS • SHEET • INCLUDED ELEVATION - "TRADITIONAL" GARAGE RIGHT 0 — — — — — — — — — — — — — — — — — — — ------r-------- — I �g 4!12 I I I 6_I2 ----------------- I I � I I � I I I �,o I I I i I I I I I 6:12 ' 6:12 1 i ) r i I I I i LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ, FT, X 144 = 67SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 213 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ, FT. UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT, X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 6:12 I � I I I I I 6:12 --------------------- GARAGE ROOF I VENT REQUIREMENTS —--------- 6:12 6:12 VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT, 1300 =1.76 SQ. FT, TYR X 144 = 254 SQ. IN, ANG OVERHANG AT IP i j HALF AT UPPER 2/3 ROOF VENTS=126.96 SQ, IN. �Q yjp # UPPER 2/3 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. I I I I I --------------- I � I I I I -----------I 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FBI.C.R - 6TH EDITION (2011) R103.12 AND A5111 C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" ROOF PLAN, SCALE: 1/8" : I'-011 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 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B-C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 6TH EDITION (2011) R3122 cp GIRDER 6 12 TRU55 ROOF TRU55E5 (T 24" O.C. (TYPICAL)— 2 CAR GARAGE GIRDER 6 120 TRU55 /'jr ROOF TRU55E5 12 AT 24" O.C.— (TYPICAL) 0El ❑❑ ❑❑, rp BR. 3Pp L -- FLOOR SYSTEM 1■ MINES, p 6 12 Q6 GIRDER TRU55 12 �6 �❑ ❑ /2-5TORY n F l VOLUME-. ' \- CONC. ❑ ❑ LANAI LINTEL GATHERING SECTION AA SCALE: 1/8" , II-OII a6 6 12 L12 ROOF 7E �6 SHINGLE ROOF ELT, HT. PLT, HT. TEMP. /6TUCCO FIN15H 0 cO FINISH _— �l r SHINGLE ,,// 12 a' i ROOF SHINGLE �6 SECOND F.F. LINE _ SECOND FF. LINE SECOND F.F. LINE_ gl Q6 ROOF 7 SECOND F.F. LINE T.O.M. 0 /TEXTURED TEXTURED FINISH 7 �� FINISH 7 MAIN F.F. LINE WA �� , MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 115" : 1411 12 12 6[% SHINGLE 12 6 ROOF 6� SHINGLE PLT. HT. _ ROOF PLT. HT. STUCCO STUCCO FIN15H r F.G. F.G. * FIN15N7 12 110 SECOND F.F. LINE 4� — —SHINGLE all _SECOND FF. LINE TOM. ROOF TEXTURED 6, FINISH MAIN FF, LINE _ TEXTURED FIN15H 6' MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" - I' -/All ZZN4N. sue„ ®<� . • LL i Z r °r LLJ L1J 'r d ° r, .® �.00�` � rrryrmreeo e rr/lll9 612 Q6 12 Z-5HINGLE 12 rbo ROOF Q6 SHINGLE ROOF PLT. HT, _ _ _ PLT. HT. ZSTUCCO /5TUCCO /STUCCO 6� /SHINGLE FINIS FINISH � SHINGLE 12 FINISH 7 `r 12 �l �l II �4 SECOND FF, LINE_ _ ROOF gI SECONq FF. LINE ROOF 8 SECOND F.F. LINE T.O.M. _ T.O.M. _ TEXTURED /TEXTURED -TEXTURED /TEXTURED FIN15H FIN15H% FINISH FINISH / /` MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE, GRADE LINE GRADE LINE (A55UMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION - "TRADITIONAL" • x Lo U o0 o t 0 JMI�� J N 00 o3 C00 y T 0020 z C14 JOB NUMBER B-1812459� CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA. • DENVEFi EST. 1994 oz- - 4H-1111 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 J. MEISHEID, P.E. #83217 I 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 (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 Ln ED d- z O C 0 rvoo 37 lie u 2582 • TIILE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION II 3A2 I I GARAGE RIGHT �n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST JI- MA I tKIAL FtK :VATIONS WITH APPROVED DERLAYMENT (REFER TO VIER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN Agk BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR 7" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING - 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i WATER PROOF CAULKING �� I EXTERIOR FINISH � PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" F- WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O O FOR OPTIONS) so 0Pe' CORNER PATCH FLASHING ``' NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER j r r r WEATHER r r / EXTERIOR RESISTIVE SHEATHING BARRIER r TAPE / SILL PLATE r 2 FLASHING 1 r 2 r � r r r FLASHING r DO NOT FLASH r OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL (ASSEMBLED WINDOW) FLASHING NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Li 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO"J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS 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 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS, SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT 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 INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • x 0 0 .j 0 -j F) rn N > a J N L Lo• 00 o� r000 �- m Ci -J,- o `o0 1Y ZNL20 • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 T'FL 813. 925. 1800 FAX 'WWW.DAVISBE VS.COM TAMPA r IDENVE - EST. 1994 • TITLE • FLASHING DETAILS SHEET FL1 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 WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING / ° SELF -ADHERED / FLASHING NAILING FLANGE DO NOT FLASH OVER — BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER _---- WINDOW UNIT DOOR ROUGH OPENING — SLOPE 0.3 in: 12.0 in WOOD FRAME CONSTR. 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) SELF -ADHERED ADHESIVE 70 BE APPLIED UNDER SELF -ADHERED FLASHING FLASHING BY THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND LAPPING DOWN EXTERIOR OR EQUAL WEATHER PROOF OVER RIM JOIST AND CAULKING CEMT. FIN. UP WALL BY IN. �a, Y'�, ,r » , a��aM»r SELF -ADHERED FLASHING BUILDING PAPER SEAL TOPS OF WIRE LATH JOISTS UNDER 1 »� r- ; °� �»» SUBFLOOR DECKING (SEE DETAIL WP07 RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"A"BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE'^ih WEATHER PROOF CAULKING DETAIL WP01) " SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) \ i CO SELF -ADHERED FLASHING U 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 EXTERIOR DOOR WITH DECK WALL SHEATHING jjASPHALT SEALANT: CONT. GALV, "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FINISH SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTERSTOP CRICKET AS SPECIFIED BY PLAN (REQUIRED AT (REQU RE ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER DIVERTER M FLASHING �Nn 6" r DRIP EDGE ,., "•': FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH i;or. ry r ;� HOLD EXTERIOR oJ., i, FINISH 2" ABOVE a: e, e, `se n sti n aia A °A sr,°� ROOF °: .�`: i zi =;i ; >.d •� i i tli a ,i s FLASHING CAULKING VI \I FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR � CONT. GALV. "L" — FLASHING PER MANUFACTURES SPECIFICATIONS \ OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLI ED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT RING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER of �0 CONTRACT ?P01 METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT cc9 qC C<F ROOF EAVES E9ST OHO/��ss 4, G -9� ti9 Roof °Eon TYPICAL ROOF TO �qo R� WALL FLASHING DETAIL Fy9T,yTo,� S�NGo� ACNG�VRs�C 3R°GOVR�.0 Roe COSH 2p10 , sl co RAKE METAL DRIP EDGE 22 z9 J 6' „ LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 2 EAVESUNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 71 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK, THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED, -EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. �`- GUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTII063 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 SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI J IVIIIY *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF —ADHERED FLASHING SELF —ADHERED FLASHING DECK JOIST OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF-ADHERED FLASHING PATCH iDHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. • K w i� j 0 0 _j m N ApU. L• 0 0 to p J �O 3�E �� �0 tv i J � m L.001 0 ti0 y� T z cm r JOB NUMBER 27002.000 r CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAP, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENV EST. 1994 o��— • TI TL • FLASHING DETAILS r • SHEET • ELEGTF,1GAL <E`` DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a.P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THIREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT r FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) r.-i PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (r THERMOSTAT (]!] ELECTRIC METER _mw ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) W.P. ? ROUGH -IN FOR OPT. CEILING FAN �J C.F.I. — - CEILING MOUNTED LIGHT FIXTURE W/ FOI OT — —1 — — — FOR CEILING I i NOTES I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED L J L ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. T — — 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: A/C SWITCHES.... 42" DISCONN OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV1610K ..1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (W.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, NEC. 2014, F.5C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 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 SMOKE/CARPI MONOXIDE ALARMS SHALL BE LISTED OR LABELED 5Y A NATIONALLY RECOGNIZED TESTING LABORATORY. GATHERING ROOM / STD. LIGHT` \ I OPT. FAN </ W1 PAN LANAI WALL MOUNT W.P. / AT 8'-8" L mv I C.F.I. CM D mv lSD ROUGH -IN FOR OPT. FAN/LIGHT I I I OWNER'S SUI`fE � R S BATH r UP TO FAN/ LIGHT \ W.P. HORIZ MAKE-UP DRYER LIGHT DIRECT VENT THRU EXT. WALL MAIN DISCONNECT (METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY OF WINDOWS PENDANT (VERIFY LOCATION) DINING 1 LIGHT GF.i. LAUN. o I _ �;l iG�F.L _ i I �220 Y. j Lill j 4/0 ALU. CABLE A/C DISC, TYR 14 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL M0 COPPER TO WATER HEATER 08 COPPER TO RANGE 14 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY WEATHER PROOF RECEPTACLE W/ COVER MICROWAVE OUTLET +14' W.P. GF.I. FOR T.Ufs. SERVICE _ _ T — ELEC. 200 AMP AT 48" vl GF.I. PANEL IRRIG. _ _ — �-- — —— o O�' / `Q AT 48" _ IC. .I. I G.C. VERIFY: LOCATION a OF D15POSAL C.F.I. I 2 CAR GARAGE l OUTLET IS UNDER SINK - l CABINET IGF.I. GF.I. ar 48II 44 C.F.I. KITCHEN AT 32 J FOYER PUSHBUTTON FOR G.D. OPENER PENDANT AT48" L — — — — — — — — — (VERIFY LOCATION) (m AT.I. HALF ROUGH -IN BATH FOR OPT. J FAN/LIGHT STUDY COACH LIGHT 1 I I COACH LIGHT GC, VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT x w r0 UQjoo 0 J co N.2 co co; N r- >;JM 0U. • LD 00 V 0-Qr ... o C o I w; (N .0 * 110 �g ro� 400 Z N • • • JOB NUMBER B-1612459• CAD FILE NAME L 0 T 219 TB ISSUED 05-04-18 REVISED i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORmA 34677 813 925 1300 TEL. 813.92.5.1800 FAX W W W.DAVISBEW&CAM TAMPA • L?ENi � EST.1994 F-,, 2582 "m ................... • TITLE �� • MAIN FLOOR ELEC. PLAN ELECTfRICAL <EE - DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Kw.r. WEATHERPROOF DUPLEX OUTLET K)E F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR K)-= 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -C LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ,Q, EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COM50 DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT (p ELECTRIC METER —a ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c' CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES - I, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.Ia AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING: HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POUTER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (G.F.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSUE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, FBC.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUDDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING Me SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAKE-UP LIGHT X p r0 0 Jai°a Jc oN N i p ) chf) � La 8 Q iL IO 00 ;a 5.0N �r 0 c p LL w CA C J . Cp 0O y� `III Croh z C'4 • • • JOB NUMBER B-1812457 CAD FILE NAME LOT 219 TB ISSUED 05— 04-18 REVISED EWS D11VIS BEWS DESIGN GROUP L30 STATE ST'R.EEl- EAST OLDSMAR, flARIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.I7AVISBEWS.COM 7"AMPA + DEIVVER FST.1994 -- • T1TLE • UPPER FLOOR ELEC, PLAN • SHEET • GARAGE RIGHT4 B 1I=�II 14I-4II FLOOR TRUSSES ROOF TRUSSES_ FRAMING F45TENER CAPACITY LEGEND 51MP50N MT5MIh, 20-(1)10d w/ (4)1/4" x 2114" TITEN (TYP. 12 5IMP50N 1410 - (8) 8d X 11/21'(TYP. 5YP FRAME) FRAME TO MASONRY) `J 5IMP50N META18-40 - (1) I0d x 1.1/2" (TYP. FRAME TO MASONRY) 13 5IMP50N MT512 - (14) Imd 11/2" (TYP. SYP FRAME TO FRAME ALL-AROUND) 51MP60N M5TAM24 - (9) Imd w/ (5)1/4" x 21/4" TITEN (TYP. 14 5IMP50N L5TAI6 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 5IMP50N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 15 51MP50N WT520 - (24) Imd 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) 0 5IMP50N WETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 1G 6IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) 5IMP50N HTT4 - (1) 5/6" die. A.B. + 16-16d BOLT IN 5IMP50N SET 1-I (2) 5IMP50N MT518 - (14) I0d 11/21' AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 5IMP50N WT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O 6IMP50N MGT - lU 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY KO. BLOCK SET IN SIMPSON SET EPDXY. (TYP 2-PLY 19 SIMPSON 5T6224 . (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 0 TRUSS HEEL TO MASONRY) (39650) SIMPSON MGT - lU 5/8 DIA. x 6" ATR + 22.10d EMBED ATR 5 5/5" 20 (3) 5IMP50N WT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5-Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) ® 5IMP50N M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 5IMP50N WT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 6IMP50N LGT3-505 2.5 (12)-5051/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP, FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES g IMP5ON HTT5 - (1) 5/8" DIA, A,B.+ 26-16d BOLT IN 5IMP50N SET PDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN,) INTO 24 5IMP50N HT5MI6 - (8) I0d w/ (4)1/4x2 114 TITEN (TYP. 5YP FRAME TO MA50NRY KO.. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C,M.U. ALL-AROUND) 1� SIMPSON HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (I0)x 2" TITEN INTO MA60NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 5IMP50N M5TGM60 W/ (26)-16d SINKERS AND (14) " x 2 " TITEN 11 5IMP50N HGT-3 (3 ply member) - (2) 3/4"DIA, A.B.+ (lb) l0d EMBED SCREWS A.B, INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MR50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER SIMPSON 5TRONG-TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF, FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU65 MANUFACTURER To PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROPE56IONAL ENGINEER TRU55 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED THROE: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EACI47—RZ5V// (1)106 x 1-1/2" (UNO.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (3211 O.C. MFX / 7110d x 1-1/2" (,,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,#) (UN.O.) 3, ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP60N HIOA W/ (18)10d x 1.1/2" OR 5IMP50N HT520 W/ (24)10d x 1-1/21' (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M6TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5 FOR FULL CAPACITY 5PEGIFICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - 2X4 PT W/ 1/4'' DIA. X 3" TAPCON5 6 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 6 LOWER ROOF TO UPPER WALL fD PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE ROOF 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 B (LB) - 2X4 W/ (3) 0.131" X 3-1/2" R.S. NAILS -s EA. STUD (16" O.C. MAX.) SET AT SHEATHING HEIGHT FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE:: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 5I5TERRED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2X8 PT W/ 5/8" DIA. X 8" A.B. a 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 m FACE ATTACHMENT OR HTS16 -s TOP CHORD SEARING a EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTOR& ARE ACCEPTABLE. LEDGER D (LD) - (2) 2X8 PT W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 5IMP50N HU/HUC28 ,s FACE ATTACHMENT OR HT516 6 TOP CHORD BEARING e EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2X12 PT W/ 5/5" DIA. X 8" A.B. m 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL a TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL 6 FACE BEARING -, EA. TRUSS (TYP. UNO 1D PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2X8 PT W/ 5/&" DIA. X S" A.B. a 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO -s 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.). NOTE: AT LEDGERS C OR D, HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR _2_FLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGHT • •c x U ro oto O J�I.W 1 O (1) co o .� I r 6 >>Jcm U. 0 0 �.0 0°a N r J 0 Qi h y/ O Q T Zcm�l�0 JOB NUMBER B-1812459� CAD FILE NAME LOT 219 TB ISSUED 05-04-18 REVISED .� F111fi-ni VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J C> 0 i� c V) C) ne, 0 C) 2582 , • TI TLE • TRUSS STRAPPING PLAN • SHEET • TR 0 GENERAL NOTES: GEILING GOMPONENT5 AT ENTRY b LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 1/S" 5TUGGO OVER 1/16" 065 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULES (FLOOR, ROOF, WALL)" A5 PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER 5HALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCT5 SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGE5 SPECIFIED BY THE TRU55 MANUFACTURER 5HALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCT5 ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 4 45 SUCH, 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE DELEGATED ENGINEER 15 RE5PON515LE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR TH15 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 COMPONENT5 6 THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, A6 PROJECT COORDINATOR, 5HALL BE RE5PON515LE FOR INSURING INFORMATION REQUE5TED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED B INSTALLED USING MOST RECENT 5C51 RECOMMENDATION5. TEMPORARY 4 PERMANENT BRACING 5HALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 RESPON5I5LE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CA5E5, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR 5UPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEERS REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUS5 CONNECTIONS SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAIL5 SHOWN HEREIN 5HALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE CAST d PRE -STRESSED CONCRETE COMPONENTS 15 ANTICIPATED IN THIS DE51GN, NAMELY LINTEL5 AND WIND RESISTANT 5ILL5 SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTEL5 HAVE BEEN REVIEWED B PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA57CRETE. USE OF CASTCRETE LINTEL5 AND 51LL5 OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS:_ • ALL, MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURP05E5 ONLY. • THE INFORMATION SHOWN 15 THE RE5PON515ILITY OF THE MANUFACTURER, THE MANUFACTURER 15 RE5PON515LE FOR THE VALIDITY OF THE COMPONENT5 PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 16 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, 5HALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 8 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'5 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 DRYWAL.L 6 TRIM: • ALL WALLS d KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED e 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALL5 WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE615T THE LATERAL AND/OR VERTICAL LOAD5 REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A 5A5E GUIDELINE IN THE A55ENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE "SYSTEM" 15 NOT BEING USED, OR U.N.O. AT LOCATIONS WHERE THE FLOOR 5Y6TEM BELOW THE GUARDRAIL 15 PERPENDICULAR; AT 46" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL 5HALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR 5HEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/JOI5T/BEAM AND 5HALL NAIL TO THAT FLOOR TRU55 WITH (3) 0,131 X 3-1/2" NAIL5 AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUS5 HAS A VERTICAL WEB COMPONENT AT THE "518TERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED •• ATDLOCATxIONS WHERE TED MAY BHE FLOOR SYSTEM BELOW THE GUARDRAIL THE LENGTH OF 5 PARALLEL TOINTO THEGUUARDRAIL,RTICAL WEB T COMPONENT. PLATE OF THE GUARDRAIL KNEE WALL 5HALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SD525600 SCREWS AT S" 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" 065 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (5HEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL 5TUD5 5HALL ATTACH TO THE BOTTOM PLATE WITH 51MP50N 5PI CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATE5 AT A FULL HEIGHT WALL, A CRIPPLE STUD 5HALL BE SISTERED TO THE FULL HEIGHT STUD AND 5HALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS 5TAGGERED AND EQUALLY 5PACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED O THE FULL HEIGHT STUD WITH (4) 0,131 X 3-1/2" TOE NAIL5. THIS ATTACHMENT SHALL AL60 APPLY AT ALL •• ALL KNEEWALLL6 TS OF HAT AL50 FORM ION AT THE C GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL 5HALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2'' OE NAILS OR •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "5Y6TEM5" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF TH15 PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALL5 8 CEILING5 TO BE 1/2" DRYWALL. • 2 STORY HOME5 W/ HA51TAB E ROOM A50VE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALL5 TO BE /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 8 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32" 055, ROOFING 4 FLA5HING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5,1 NAIL5: •• NAIL5 5HALL 5ECORR05ION-RE6I5TANT NAL15 CONFORMING TO A5TM F166-1 OR AN EQUAL CORRO510N RE515TANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, 5TAINLE55 5TEEL, NONFERROUS METAL AND ALLOY5 OR OTHER 5UITA5LE CORROSION RE515TANT MATERIAL, OR CORRO51ON RE515TANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • 5HINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 5PEC5 * FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECT I ON5. 5RICK 4 STONE: • 5RICK/5TONE 5HALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT 5PAN5 THE OPENING 4 DDE5 NOT ADD WEIGHT TO HEADERS, HEADERS PROVIDE LATERAL 5UPPORT ONLY. • AT MASONRY, USE 6"Xro"X3/8" 5TEEL ANGLE W/ 1/2'' DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.G. W1 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, U5E 511X5"X3/S" 5TEEL ANGLE W/ 3/8" DIA. X 4" LAG 5CREW5 e 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 8 F.B.G. CRITERIA, OR BY OTHERS. • 5RICK/5TONE TIES, ANGLE5 SUPPORTS, AESTHETIC FIN15HE5 5HALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5,45 APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RE6PON5I5LE FOR 5RICK/5TONE INSTALLATION INFORMATION, AS BRICK/5TONE DESIGN 15 BY OTHERS. • 5ECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREA5 HAVE BEEN A55UMED TO REQUIRE BRICK/5TONE BEARING ON TRU55 SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO 1_1600 IN THESE AREA5 FOR PURPOSE5 OF BRICK SUPPORT, • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 8 ITS SUPPORT EXCEPT A5 NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIE5, FLA5HING5, WEEP5, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTE5 ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. 61MULATED PRODUCT5 $ VENEER5 SHALL BE INSTALLED PER MANUFACTURER'5 8PECIFICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR 1" IIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCE5: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 310), 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/ACI 530/A5CE 5). 1.3.1 THE MASONRY &OCIETY DIRECT DE51GN HANDBOOK FOR MASONRY STRUCTURES (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD5 FOR BUILDINGS 8 OTHER 6TRUCTURE5 (A5CE--I). 1.5. 5PECIFICATION FOR THE DEIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDING& LATEST EDITION. L6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU5SE5 BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. 1.0. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATE5T EDITION. 2. DE51GN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -1 PSF FOR 5HINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PBF MIN. (5EE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 P5F DEAD 15 PSF 2.4. FIN15H MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU&&ES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 45 PER 2.4.1, STANDARD CEILING FINISH IS 5/S" OR LE55 GYPSUM MATERIAL. NON-5TANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TU55, MUD SET TILE FLOORING, STONE FLOORING, ETC. 25. WIND LOADING SEE TABLE FOR CRITERIA, 3. 501L: 3.1. MINIMUM ALLOWABLE 501L PRESSURE 15 ASSUMED TO BE 2,000 P&F AS PER TABLE R401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE &OIL BEARING PRESSURE OF 2000 PSF. 3.3, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 601L CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRE551VE STRENGTH OF 2500 psi e 28 DAYS (U.N.0J. 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM 41850 or FIBER MESH PER ASTM C1116 TYPE 111 4.13. USE 0.151. BY VOLUME MINIMUM (13 L55 / CU YD). 4.5. LAP 5PLICE5 4 NOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 8 MATERIALS 5HALL CONFORM TO ALL REQUIREMENTS OF, "5PECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/45CE (o/TM6 602)," PUBLISHED BY THE MASONRY &OCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN. 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE6TON, VIRGINIA EXCEPT A& MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5,2, GENERAL SPECIFICATION FOR MASONRY 6TRUCTURE6: 5.2,1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR TH15 PROJECT. 5.2.2. COMPRESSIVE STRENGTH REOUIREMENT IS f'm=1500 PSI. 5.23. DETERMINATION OF COMPRE551VE 5TRENGTH 15 THE ALLOWABLE 5TRE55 METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.25. QUALITY ASSURANCE 16 NOT APPLICABLE. 5.2,6, GROUT SHALL COMPLY WITH 45TM C476. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF F 3, PRODUCTS: 5.3.1. MORTAR MATERIALS 5HALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE-5TRE55ED TENDONS, & METAL ACCE55ORIE5 SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS 5PECIFIED ON PLAN SET. 5.3.5. 5TAINLE65 STEEL IS NOT APPLICABLE. 5.3.6, COATING FOR CORROSION PROTECTION 16 NOT APPLICABLE, 5.3.7. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8, PRE-5TRE&51NG ANCHORAGE, COUPLER5, 4 END BLOCKS ARE NOT APPLICABLE. 53.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3,10, LINTELS TO BE BY C,45T-CRETE UNLE55 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPE5 4 CONDUITS ARE NOT APPLICABLE. 5.4,2. ACCE550RIE5 ARE NOT APPLICABLE. 5,4.3. MASONRY EXPANSION AND CONTROL JOINTS 45 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE55 CLEARLY DELINEATED A5 "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 TM5 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/61, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/S")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRE55ED 546, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER 5HALL BE SOUND, 6EA5ONED, 4 FREE FROM WARP. 6.3. FRAMING WALL5 4 COLUMNS MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED e BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER 5HALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED e 16" O.C. 8 5HALL BE S.Y.P. OR BETTER, U.N.O. 63.4. TYPICAL AT ALL LOAD BEARING 6.Y.P. COMPONENTS, 1*2 GRADE 5HALL BE USED FOR 2x4, FOR 2X DEPTH5 GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALL5 SHALL BE UTILITY GRADE OR BETTER, AND MAY BE BPF, 6.3,6. INSTALL BLOCKING IN ALL. WALL 5TUD5 OVER a'-O ia MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALL5 e 4'-0 O.C. MIN, 6.3.7, ALL LOAD BEARING WALL5 51HALL HAVE 5.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FA5TENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND 50TOM PLATES AS LONG A5 TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRU55/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 5HALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. (oB, PRESSURE TREATED LUMBER 5HALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6, ALL 5HEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24'' O.G.). (SEE PLANS FOR SHEATHING THICKNE65.) FOR ALL 5HEATHING ATTACHMENT, SEE TYPICAL NAILING 5CHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. ROOF SHEATHING: 5HINGLE OR METAL, 7/16" MIN, THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32'' THICK APA RATED 5HEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'5 WARRANTY REQUIREMENTS. THE MOST STRINGENT 5HALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.(0.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE„ETC., SEE MANUFACTURER5 RECOMMENDATION& AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR 5HALL BE GALVANIZED. 6.a ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CD., U51:=, OR EQUIVALENT. ALL NAIL HOLE5 SHALL BE FILLED OR AS PRESCRIBED BIT' THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 8 5HALL BE UTILIZED 45 THE PERMANENT BRACING FOR THE ROOF 5Y5TEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL 5HALL BE CONSTRUCTED BY ATTACHING -1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2'' DIA x 10'' AB 6 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 51MP50N 6D525600 s 24'' O.C, MAX. TO FLOOR TRUSSES OR BLOCKING 45 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE a 24'' D.G. AS PER DETAIL 'F'/52 5LOCKING DEFINED (THE FOLLOWING PP Y U.N.0.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (5) 0.131X5-1/2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB 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 DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHILL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH 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 MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LONER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION; OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES 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 5HEATHIN6 JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. 5PECIFICATION FOR 51JCK ATTACHMENT EOLLOWING SHALL APPLY UN.OJ • IF Ix ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS Q 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYR ALL 2x WINDOW BUCK ATTACHMENT.) 1_IMITATION5 (THE FOLLOWING LY U.N.O.) • VORTEX ENGINEERING, LLG. HAS CHECKED THE ATTACHED DESIGN FOR IT5 5TRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY N DE51GN 15 THE RE51FON515ILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UNO) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA. A.B, INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A,B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF 7. • ANY DIFFERING NOTATIONS. FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. s 5PECIFICATION FOR LANDING5 4 5TAIR CON5TRUCTION _, _; (THE FOLLOWING 5HALL APPLY U.N.O.) • ALL 5TRINGER5 TO BE 2-2X12 02 5YP, '.► "•:� • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 5IMP50N LSC HANGER. �'e� •' ••• • 5TRINGER5 RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• e MASONRY/GONG. WITH a DIA X 3 TAPCON5 AT 8 O.G. 5TAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• 6 WOOD WITH (4) 0.131 X 3"" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF 5TRINGER6 ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 5PRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR - of e GONG. W/ "" DIA. X 3" TAPCON5 6 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 321" NAILS AT 8" O.C. TO TRUS5/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• JOISTS TO BE 2X8 #2 5YP, MIN, 6 16" O.C. to IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X3j" R.S. END NAIL5 AT EACH LANDING J015T, 4 to LEDGERS TO BE 2X8I FROM EACH JOIST TO KNEEWALL TOP PLATE. ••• (44) 0.131X32'" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• ATTACH JOISTS STAGGERED R 2 TO LEDGERS OR BEAMS WIH M TP50NLU5 ••6 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 5U56TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION R312. CONFL ICT5 (THE FOLLO-APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY 11 ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THE MAX. MEAN ROOF HEIGHT 27.5' MAX. M05T STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF @ 10 SQFT + 28.6 /-- 117.1 PSF @ 20 SQFT +26.5/- 109.1 PSF D15CLAIMER (THE FOLLOWING 5HALLAPPLY UN.O:) @ 50 SQFT + 22.3/- 99.4 PSF CONTRACTOR IS TO VERIFY ALL DIMEN51ON5 IN THE @ 100 SQFT + 20.2 - 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL @ 10 SQFT + 49.7 /- 66.7 PSF @ 20 SQFT + 46.3 /- 62.3 PSF ANY CHAN6E5 TO THESE PLANS, RE5ARDLE55 OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SQFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LLG, OR ANY @ 100 SQFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SQFT + 37.1 / 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3f - 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6 /- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 12' WIDTH +42.9/ 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/ 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15cREPANOES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 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 WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLF-55 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 Lu 0 o a W zOz W�vi15W c iy W � ix� � � a LJJ WmU, O00 0. WhI.L SpZ�n � WjpWz 0 l^"1 ui Zo 3:r4 Q LL Q Q z Q =zz Ov�iu�QJO w :i 0 Qw z l9 pz ,Z l7 �>u)N*� =�axZw p O -+ cc LL�F LaW��pQ F.. LL F- F > Lu W W z_ W LuO � pG A W W Qz<F- >:x.1V 'V w�W=HW� z W QQ Q W W ww�vwia w¢ W � a a u en J � M Z W 5 M Z N M N �- 00 _ �M Ln W 1- g0000M Oo WN �M W V, d 000 Ill W o � o ��a V Z tL ,Q Y w Z cri O CC c-I U _7 X Q a uu Z c� a � a o IJ/® ® Yn Q) Lu DATE IJ3-Pi8-lS SCALE NOTED DRAWN MK/POK JOB _ Sheet content: Structural NOte5 Sheet number: N1 142-21. 1/2" DIA. x 8" TITEN HD S 48"� O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIO S) 12 (TYP.) SEE ELEV. PRE- ENGINEERED WOOD TRUS5E5 'a 24" O/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) 51MP50N $P2 s EA.5TUD ---` - 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 2X4 PT STUDS a IS" O.C. OR—,—_j CRICKET AS (1)2X4 PT STUD f 24" O.C, REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT 5TUD6 UNDER HIP CARRIER/GIRDER TRU55 ==- SIMP50N 5PI EA. STUD ° MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.xS" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 51MPSON META20 6 EA.5TUD M015TURE BARRIER 8"XS"XIS" K.D. BLOCK W/1 #5 CON . 5 (1)#S VERT. IN GONC,FILLED CELL 4 FILLED W/2500 P51 GROUT W/ 5TD. 90° HOOK IN K.O. BLOCK d� I• U 1° 9 I 1 'aI e / I 'e °. 4. ° e' �° 03o2-I/21I 04;2-1//2�u • ° . a. "5.2-1/2" 3-1/21I d ,d, b' LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAF' SPLIGE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE II A ll II{ZII IIrIl �1 IIDII II A II 111511 IICII IIDII "3 11/8 4V1/2 15 21//4" 4VI/2 91/4 16 04 21/2 6 91/2 20 3" 6 121/2 21 05 3 1/8 "1.5 11 3/4 25 3 3/4" '1.5 15 1/2 26 "6 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 01 4 3/8 105 16 1/2 35 5 1/4" 10.5 21 3/4 53 8,I 12 24 3/4 14 9" 13.5 28 95 HATCHING LEGEND NOTE: "AT 2xS WALL5 USE 5PHS INTERIOR LOAD CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR U5E IN THE HVHZ (DADE, BROWARD) (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPHS S-1 SCALE: NTS INTO DBL UPLIFT) CONNECTORS IN LIEU OF TOP PLATE TRU55 BRG. 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN Rebar La Embedment & Hook Schedule "J" BOLT ill/ NUT WASHER (REFER TO SEE PLAN 2x8, USE SIMP50N 5P1'5 ON EACH 51DE OF STUD TO S 1 SCALE: NTS NOTE: BOTTOM PLATE 4 51MP50N DOOR MANUFACTURERS INSTALLATION NOTE: REGARDLESS 5P2'5 ON EACH 51DE OF S VERT. WALL--,,__IN5TRUCTION6 FOR SPACING 4 SIZE) STUD BEARING OF HATCHING FASTEN EA. STUD SHOWN ON STUD TO TOP PLATES. REINF. GROUT 2xS P.T, JAMB "AT 2xS WALLS USE SPHS WALL TO TDP PLATE w/ PLANS, WALLS U.N.O." CELLS SOLID UPLIFT CONNECTOR `���� CONNECTOR5 IN LIEU OF (SEE PLAN FOR 51MP50N 5PH4 w/ SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR a . NOTE: (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS 5TUD6 a IS" O/C ROOF TRU55E5 ADDITIONAL STRAPPING COLUMNS e a "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) CONNECTORS IN LIEU OF EITHER DIRECTLY OR SPECIFICATIONS, JAMB SHALL BE 2xS 5PH4 CONNECTORS SHOWN. INDIRECTLY �1 GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE — (I) 51MP50N 5PH4 W(12) 10d FOR WALL5 LARGER THAN ARE TO BE HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 6IMP50N 5Pl'5 ON e GARAGE TO HOUSE WALLS, INSULATE PER BUILT AS CALLS/SPECS 5TUDS Q IS O/C .I I� �I 1/2 DIA, x 8 TITEN HD 6 24 A.B, AT 24 O.G. STARTING 9 MAX. TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2" GYP. BOARD EACH SIDE OF STUD TO I/2" GYP, BOARD BOTTOM PLATE � 51MPSON INSULATE PER BEARING WALL CALC5/5PEC5 W/UPLIFT O.C. FOR A MAX. UPLIFT 55 1500 LBS. ON EACH TRU55 FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION, TRACK SPECS. ATTACHMENT5 TO THE JAMB ARE BY 50TT ON EACH SIDE OF 2X S.Y.P. *1 STUD5 Q IS"O.C. STUD TO TOP PLATES. (1) 51MP50N 5PH4 w/ 12-106 NAILS EA. STUD (STRAP (SEE FOUNDATION PLAN OR TRU55 PAGE FOR LOCATION OR EXCEPTIONS) MANUFACTURER, THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE SECURE PLATE W/ 10" 1/2" DIA ''J" 5OLT5 4 WA5HER5 Q 2'-0" O.C. (MAX.) CENTERED ON WALL. U.Np" INSULATION OR PER ENERGY CALC5./5PEC5. NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PI FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S.1 SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT 50LE PLATE 0'-0" Q .' . �.. °4'.. !° - /nI_0II (1) 51MP50N 5PH4 W/02) 10d j K/ DBL 5YP TOP PLATE FOR WOOD FRAME WALL TO 4"CONG. SLAB. SEE COMMON NAILS EA. STUD i FOOTING SEE I _ a i FOOTING SEE FOUND. PLAN FOR FOUNDATION PLAN FOR I —III—= FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. III I 51ZE5 4 MORE INFO, FOR SIZES 4 MORE OCCUR e A LINTEL USE 1/2 x S" EL V 0'-0" TOP OF SLAB INFO, 5P4 TOP THREADED ROD SET IN Load Brn Interior Stud Part. Detail 51MP50N SET EPDXY. Q B Load Brn Interior Stud Part. Detail - - - - - - SCALE: NTS 4 :i .. S-1 SCALE: NTS S-1 With Uplift 2 X S.Y.P, STUDS 15 O.G. -U.N.O. SEE FOUND. PLAN w FOOTING SEE )Without Uplift p w FOUNDATION PLAN FOR A LOAD BEARING OR `� SIZES MORE INFO. CLEAN 4 COMPACTED SOIL. FD TILE ROOF -SEELELEVATION AS PRE ENGINEERED WD EXTERIOR WALL 2 X STUD l95°ro MODIFIED PROCTOR PER ASTM p1551) R MORE INFO. FASTENING BE 12 TRU55 24 O.C. S" C, M, U. Garage Wall Section Brn Wall FACTURERS SPECIFICATIONS. SEE 10" x 1/2" DIA. "J" OR TO PROVIDE MANUF. (TYP) ELEV. R-38 INSULATION OR PER ENERGY CALGS. BOLTS WASHERS P X P.T.5TUD S 1 SCALE: NTS ATION 7o INSPECTOR TIME OF W/ Uplift N. IF SHINGLE IS USED, 2'-O" O.C. (MAX) N #5 VERT, IN FILLED MENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEECENTERED ON WALL CELL ,.TRU55 SHEET FOR MORE INFO. FOR EXTERIOR 10 pope BRNG. OR GARAGE 1/2" DIA x S" FLOOR ELEVATION VARIES BRNG WALL TITEN HD TRUSS (4) 10d NAILS INTO BRG. DBL TOP PLATE % " TOP OF MASONRY TITEN ND 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFF1T/FASCIA LE55 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 EXTERIOR FINISH 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 PAGE FOR GARAGE ELEVATION PAGES FOR 5OFFIT/FA6CIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD APPLICATION _ ' . _ °` GRADE DIA. J 5OLT5 4 VARIES SEE ROOF PLAN p. '` WASHERS @ 4'-0" O.G. ` o °p (MAX.) CENTERED ON 2X 5.Y.P. *1 STUDS s IS"D.C.. Ix2 PT NAILER 8"x8" K.O. CMU BOND BM. w/ I - 15 BAR (U 51MP50N 5PH4 °' e >. p — I WALL. (REFER TO FND 4 I/2" DRYWALL CONT. (MIN LAP : 25") GROUT CELLS SOLID -VERIFY W/ FLOOR PLAN. TYP. ; ; °' o ^' �I FLR PLN FOR WALL THICKNESS) INSULATION OR PER ENERGY CALGS./SPECS. VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL � d ' °o _ ;I - CONT. 2X PT SOLE PLATE EMBED AGI STD. HOOK WINDOW OPENINGS SEE FLR PLN ...,. p. FOOTING SEE $. .� . 4' I I I- 4"CONC. SLAB. IN BOND BM. O5 BAR FOR LINTEL SCHEDULE ,' _- FOUNDATION PLAN FOR — _ _ _ I I I SEE FOUND. PLAN SIZES 4 MORE INFO. — — ; FOR MORE INFO. PRECAST CONC SILL _ — — _—_— I I- — i - EL V 0 0 TOP OF SLAB CURTAIN NAILER PT _ _ - III —III 1 .•'^. y` lx4 WINDOWS S.GD 05 BAR VERT. WALL REINF. CONT. NOTE: TO BOND BEAM. EMBED AGI STD, AT 2x6 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS .a> \SEE WINDOW W/ SCREEN HOOK S IN BOND BEAM. GROUT USE 5PHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE °.;; ', '' .: FOUND, PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP50N 5P2'5 ON W FOUNDATION PLAN EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR 51ZE5 4 MORE CLEAN 4 COMPACTED SOIL, Ix2 PT FIR STRIP 24" O.C. 8 x1S C.M.U. PER A5TM C-90 (TYP.) FM:1900 P.5.1, (MIN.) W/ TYPE M OR A INFO. (95�o MODIFIED PROCTOR PER ASTM p1551) 5 MORTAR PER A5TM C-210 Ix4 PT 5A5E NAILER --� IN5UL. PER CALC5. 4 SPEC5 4"GONG. SLAB. SEE --- FOUND. PLAN \ ELEV 0'-0" TOP OF SLAB FOOTING SEE — FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. ° 5/8" CEMEN7ITIOUS FINISH PER o T ical Ext. MasonryWall Section FBCR 103.1.2 CMU WALL-5EE PLAN 4 SCHEDULE E SCALE: NTS PRE -FORMED CONTROL JOINT CAULKED JOINT W/_•.-..._/ 3/8" \--VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) EXPOSED FACE Example CMU Wall Control Joint Detail S-1 SCALE: N.T.S. NOTE:: SEE N-I FOR ADD ITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KD BLOCK COURSES K Garage Wall Section Brn Wall S-1 W/O Uplift lift SCALE: NTS 2X STUD5 6 I/2" GYP. BOARD 24"O.C. SECURE PLATE W/ 14ILTI CFS2 POWDER INSULATION OR ACTUATED PINS -s PER ENERGY 48" O.G. OR EQUAL CALC5,/5PEC5 CONT. 2X PT SOLE MISSING ANCHOR BOLT5 AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x S" EMBEDMENT 51MP50N TITEN HD ANCHOR5 5PACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/5" DIAMETER x S" EMBEDMENT 6IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 45" O.G. IF RE615TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail Brng Wall Only SCALE: NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO, EL V 0'-0" TOP OF 5LA5 Ll�- w IF ._.._......_ _..._ ._._ ..._...._...._ .._ — ,': •'.J.; ',�: ,,. SEE FOUND. PLAN c� FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO, (S5% MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brn . -1 SCALE: NTS K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS ' 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, CLEAN OUT EMBED AGI d J, 0'-O" FINISHED ° FLOOR STD. HOOK IN FOOTING e.:. °`.' :;,•a. ' FOOTING SEE FOUNDATION yd• A'' PLAN FOR 51ZE5 4 MORE INFO. e' /"-,�Masonry Wall Reinforced Cell Detail � WWR EMBED AGI 5TD, HOOK IN BOND BM. A • :: Sx8 KO. CUM BOND BEAM w/ 1- *5 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. 05 BAR VERTICAL WALL REINF. GROUT CELLS 50LID SEE PLAN FOR LOCATIONS " #5 DOWELS SEE PLAN FOR LOCATION LAP 25'' MIN. EMBED AGI CLEAN OUT 5TD, HOOK IN FOOTING U.0'-0" FINISHED FLOOR FOOTING SEE FOUNDATION PLAN t4 4 ° FOR 51ZE5 4 MORE INFO. :A Y • d% d W. z w (L K.O, CMU BOND 0 BEAM }p J U_ 1n a� Lanai/Entry Detail SCALE: NTS J. 15 BAR TIRAN51TION "^ STEEL ACI 5TD. HOOK (TYP) •4. d! #5 BAR TRANSITION ° STEEL AGI 5TD. HOOK (TYP) P Masonry Transition Detail S-1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BON! OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE 51MP50N 5E1 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDI✓ 5" 51MP50N SET EPDXY EX15TING MA5ONf BOND BEAM OR 5LAB .RT. WALL REINF. NOTE: • MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE SO S BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCHORS: TRU55E5 WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE 51MP50N HTSMIS, MAX. CAP 15 1115 0. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail $-1 SCALE: NTS TOP TIE BEAM 0-5 VERT, CORNER CELL FILLED W/ N I CONCRETE L05 LAP I---CONT. #5 25" LAP R Corner Conti nuit Detail S 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 CHAN6E5 TO THESE PLANS, RE&ARDLE55 OF HOW MINOR, WITHOUT NRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC, HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITI6ATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL 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 FZOZo wF-AL9 W W LL H f'- 0z :1 CL W Qww w UD I— >�L,z �gz>� cj c r'' z o Q w O d z �ZUU" w N wZ- Y�a (� >u`.mQ �aZQtiw = Z 2K V) Ln en WW00 W Z'V1 wed' � aao oz Z j G• C9 ��m� p� LU 0� O �' z W L J 0 LL u2, z WC5wW- JJr W Q( W Z K• QZ •. 4' ~aw`, za m - N O w IL m � o m (� r Ln LO Z �MN n-m W J 00 `tD C 3 (14 Ln _ 00 cV o z LL <( w z m 0 l- I U 00 J J LL X ¢ uu z N a O o 0 LU DATE a3-�S-18 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 51 �_--,--- DORMER ROOF BY TRU55 MANUF. 51MP50N MT512 a EACH TRU55 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCON5 e 12" O.G. WITH MAX. 6" FROM END OF MEMBER a MAB. TYP. LOAD BEARING WALL GON5T. 51MP50N MT518 a OPENINGS. 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS USE 51MP5ON 5P2 a STUD 70 TOP PLATE, BPI STUD TO MEMBERS ATTACHED BOTTOM PLATE, OR EQUALS. PROVIDE 51MP5ON MT512 AT W/ NEA35 WHERE NEEDED T MEET BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) MANUFACTUU RER'S ATTACHMENT POINT ROOF TRUSS BY REQUIREMENTS. ROOF TRU55 MANUF. TYP. 2"x4" BLOCKING A7 24" O.C. BELOW SIDE WALLS BETWEEN SUPPORTING TRU56E5 ATTACH W/51MP6ON A34 IF 1X THEN ATTACH OR EQUAL AT EACH END TYP. WINDOW THROUGH BUCK TO CMU/ WOOD 51MP5ON L5TA12 AT EACH STUD TO FRAMING. IF 2X THEN BLOCKING. ATTACH TO 2X BUGK. 2-2"x4" BLOCKING WITH 4-16D ` --COM TOENAILS S EACH END - END WALL TYP.LOAD RIG L SIMPSON MT510 6 II BAL BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. SHINGLE / TILE ROOF 12 PRE ENGINEERED WE) TRU55 'a 24" O.G. EACH TRU55 PLT.) w/ 1/4"x 3" TAPCON5 6 - SEE ELEVATION FOR MORE SEE (TYP) FROM OF BUCK. PAGES ELEV. INFO. FASTENING TO INSULATION PER ENERGY CALCS. L5TA12 (TYP.SIMPSON ALL LL 2X WINDOW BE AS PER EACH STUD OR EQUIV. UCK ATTACHMENT.) MANUFACTURERS SPECIFICATIONS. 2-2"x4" BLOCKING WITH 4-16D CONTRACTOR TO HURRICANE ANCHOR 6 EACH TRU55 SEE COM TOENAILS EACH END PROVIDE MANUF. TRUSS SHEET FOR MORE INFO. DOCUMENTATION TO IN5PEGTOR TIME OF INSPECTION, IF ELEVATION VARIES A 2x8 PT VERTICAL (ABV) a WALL TO BE ATTACHED 5HEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE IS USED TOP PL TE SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH I/2" ANCHOR BOLT � 24" O.G. TYP. lx4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) Q WALL TO BE ATTACHED WITH nn General Irregular Window Attachment INFORMATION S05.1.1 CONVENTIONAL 1/4 x 2-1/4 TAPGON a 12 O.G. OR PER MANUFACT. PROVIDED BY FRAME (BEE PLAN)71 5PEC5. S-2 SCALE: NTS CONTRACTOR. CMU WALL BELOW SIMPSON C516 1/2 GYP. BOARD SEE HORZONTALL O.C. NOTE ON N-I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING SIMPSON L5TA12 6 EACH VARIES SEE ROOF PLAN WITH 4-I(oD COM STUD OR EQUIV. TOENAILS 6 EACH \ A- � Z END ROOF TRU55 BY ROOF DBL. '2X" TOP PLATE TRU55 MANUF. W/ SIMPSON 5PH4 6 TYP. LOAD BEARING WALL 5EE TRU55 7/16" MIN. APA DOUBLE TOP PLATE EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" s 16" O.C. (SINGLE SHEET FOR [RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (2-2X12 UN.0) BOTT. PLT., DOUBLE TOP PLTJ GMU WALL BELOW STRAPPING TABLE ON SHEET S-3 TYPICAL PLAN VIEW FASTEN EA. STUD NOTE: FOR STUD SPACING TO TOP PLATE w/ "AT 2x6 WALLS USE FASTEN HEADER PER HDR. DETAIL "J/52" WINDOW SEE FLOOR PLAN FOR 51ZE5 F Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS , � 5(122)NAILAIL N5P2 w/ S FULL DEPTH BLOCKING Q PANEL EDGES w/ SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET i (3) 16d TOENAILS FOR STRAPPING CONT. FOR BTRAPPING �TOP CHORD EA. END 5IMP50N 5P1 w/ GYP. BOARD RETURN 10-10d NAILS EA. TRIM VARIES - SEE ELEVATIONS 7/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD RATED SHTG, - TRUSS TO TRUSS ON TOP OF BOTTOM FOR 5TUD5 PRE-ENGINEERED -PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. (2) "2X" SILL ° ° ROOF TRUSS. 2X Is 16" O.G. n.' ROOF TRU55. (2) 0.131 x 3 1/2" COMMON NAIL5 a EA. SIMPSON 5P4 w/ 1/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 2x PLATE PRECAST CONNECTION 6-10dx1 1/2 NAIL5 EA. STUD a NT. CONT. +' CONCRETE PRE ENGINEERED WOOD TRUSS • • f I— h X J (— SIMPSON 435 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N 435. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 6 TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS 'a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH BIDE TO EDGES OF OPENING. ALL TAPGON5 TO HAVE MIN, 1-1/4" EMBEDMENT. SE ENG. FOR MORE INFO 2x STUDS Q 16" O.G. 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOUN. FOR WALL5 LARGER THAN 2x8, USE SIMPSON 51=1'5 ON EACH 51DE OF STUD TO BOTTOM. PLATE 4 51MP50N 51=2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." LINTEL. 5EE INSTALL 1/2 X 6 1/2" GYP. BOARD APA RATED SHEATHING NAIL 1100IN 10" x 1/2" DIA. "J" 7/16" APA RATED SHEATHING NAIL BOLT -a 24" O.C. PER SCHEDULE, MIN. FLOOR PLAN FOR MORE INFO. THREADED ROD SIMPSON SET 16d �" O.C. PER SCHEDULE 6 I/4„ X 3 I/2 NOTE: 2x8 PT MIN. FRAMING FROM TRU65 Q 16" O.C. CONT. TO IN5UL. PER CALC5. 4 SPECS EPDXY 2'-0" O.G. (MAX) .���` -3• 4" GONG SLAB 2X PT SOLE PLATE POCKET MASONRY BGREW a 8 D.C. TYPICAL AT ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON �� �► 'v °" ° °•. SEE FND. PLAN SLIDING BEARING 51'P. COMMON Q TRU55 CHORDS WALL. �► • DOOR. PRECAST CONCRETE 0.131 x 3 1/2" COMPONENTS, *I CMU WALL - 5EE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM .'.:° �;� u — — ELEV 0'-0" TOP OF BLAB_ LINTEL. 5EE 4° O.C. GRADE SHALL BE USED FOR NOTE: 2x8 P7 MIN. B S-2 MORE INFO. PLATE scaLE: Nrs SZ N `-L ' FOOTING SEE -, FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL TO •+y o �; �v z i ° ..` FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS GREATER THAN BE ATTACHED WITH pIA. x 6" TITEN ���,' ��°•••• FOR SIZES 4 MORE INFO. DOOR. 2x4, 12 GRADE HD. b'�I OR BETTER MAY USED. 4x 1 ®/®�' q T ical Ext. Frame Wall Section FOOTING SEE FOOTING SEE BE ALL MATERIAL MAY NOTE. IX PT VERTICAL a WALL TO BE ATTACHED WITH 1/4 x 5P1 EACH STUD JOIST RaF /l BOUNDARY 11I S-2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE, 2-1/4" 7APCON 6 12" O.C. OR I I 2x8 PT R 7' S • NAILING FOR PLAN FOR SIZES 4 MORE INFO. 4"GONG. SLAB. SEE FOUND. PLAN PLAN FOR SIZES 4 MORE INFO. U.N.O." 4"GONG. SLAB. PER MANUFACT. 5PEG5. lx6 HEAD WALL, DASHED LINE INDICATES SEE FOUND. TOP PLATE OF 2x8 LEDGER W/ 4-0.131 x 3 1/2'' 2x8 LEDGER W/ 4-0.131 x 3 1/2" PAVERS OR 4" GONG. PAVERS OR 4" GONG. PLAN INSTALL GLASS PER BLOCK WALL BEYOND WALL R.5. NAIL5 PLYWOOD O EXTEND PA5T R.S. NAILS EACH STUDS SLAB ° ° ,a ° SLAB ° ° ° :. 4 A U M N FACTURER 1 EDGES GABLE END EACH STUDS FLOOR TRU55E5 ° 9 a °..4 .° °° P CORD 0 HANGER TO °. _ lii ° . a° ° _ SNAMNING) WOOD BE 51MP50N LU5, L5U, ° ° ° a <.. . a CAULK UNDER FRAME �. K.O. w/ 1-05 CONT. `* EDGE [PRE-ENG. FLOOR TRUSSES L55U '° °. ° FIEL HANGER TO PRE-ENG. BE SIMPSON PRE-ENGINEERED MR CONC. SILL WOOD ROOF LU5, LSU, OR WOOD ROOF TRUSSES CMU Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail CEMENTITIOUS FINISH BOUNDARY TRU55E5 L55U MIN. H PER FBCR 703.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA PLYWOOD TO 4" CONC SLABS CORNERS 4 48" O.G. BLOCKING SEAM FOR WALL, BOUNDARY NAILING FOR SEE FLR PLN FOR HDR 512E NOTE: 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. 7 INTERIOR EXTEND TO BOTTOM OF WALL FOR ROUGH OPENINGS UNDER 51MP50N 5PH4 Iu/ 6-I0d AT 2x WALLS THAT ARE WIDER THAN 2x4 4 WHERE THE HEADER IS NOT FULL WIDTH MAX. PANEL OVERHANG NAILS EACH AREA 5'-0" (1) SIMPSON C516 OR (1) MSTA24 w/ 22-I0d NAILS - NAILS EACH 16" O.C. (CAN NOT GO OVER SHEATHING) OF THE WALL ADD 2x PAD BLOCKING 16 O.C. RIPPED DOWN SUFFICIENT TO ° a ° Q. ° ° ° . ° a. SHEATHING CLIP FOR ROOFS OUTRIGGER a 24 O.C. FLOOR TRU55 (FIELD VERIFY 2x8 LEDGER W/ 4-0.131 x 3 1/2" CENTER ON HEADER U.N.O. (11 NAILS EA. 51DE INTO CRIPPLE FLUSH THE HEADER TO WIDTH 4 ALLOW THE INSTALLATION OF THE SPH —4- ° ° ° ° '° ° . ,. ° ° q ° . TONGUE 4 GROOVE FOR FIELD FIELD SUB FASCIA OR WITH TRU55 R.5. NAILS '� 5TUD5) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 FLOORS WALL PLATE LAYOUT LOCATION) EACH STUDS FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE ° 4 ' BOUNDARY WITH FLOOR TRU55 WITH -OUT TRUSS FLOOR FOR ROUGH OPENINGS OVER 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS FOUNDATION PLAN FOR SIZES 4 MORE ° : 4 ° ° ° : a ° NAILING (PERIMETER OF DIAPHRAGM) 5'-0" USE (2) 5IMP50N C516 --- USE 51MP50N C816 IN AN 5PH INFO. O l2) M5TA24 (UNOJ CONFIGURATION. ATTACH PAD BLOCKING G T ical Ledger Detail S-2 SCALE: NTS R �� �� 2X KING 5TU SPECIFICATION FOR KINGS 4 CRIPPLES SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. DOUBLE BOTT. U.N.Q. L530 OR PLATE AT EQ., TYP OPENINGS OVER WHEN NECE55ARY TO MAINTAIN PROPER 6'-2" TYP CLEARANCES FOR THE WINDOW/DOOR L Non-Brn .Frame Down Header Detail - S.2. SCALE: NTS Multkuse 2X4 GRO55 (THEE OWING SHALL AFF'LY .O.) �_� WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING -s 48" TO UPSET THE HEADER SUCH THAT ONE O.C. ON TOP OF 2X4 RAT RUN 6 45" • AT OPENINGS UP TO 3'4" (1) CRIPPLE 4 (1) KING 15 REQUIRED ON OR BOTH OF THE TOP PLATES 15 ELIMINATED TO MAINTAIN THE FULL II J Ii E30LT TEFL AG * ENT C{ 4AT: F E 2X4 RAT RUN RAT RUNS FOR 4 TRUSS SPANS FBRACING O.C. ON TOP OF BOTT. EACH 51DE OF THE HEADER. • AT OPENINGS 3 - TO 5 -2 IN FASTEN WALL SHEATHING 3" DEPTH HEADER SPECIFIED IN THE PLAN SET IT 15 NOT ACCEPTABLE TO BRACING a 48" CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE OF THE O.G. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE • THE FOLL OUJINCx "J" BOLTS G 4N BE REPL 4CED UJITN THE GORRE SPONp INCH BOLTS. O.G. ON TOP OF TRU55 SPANS HEADER FOR WHEN THE TOP PLATE 15 THE: REVEP:SE IS NOT 4PPLIC4BLE FOR F=R+4ME TO SLAB /APF'LIC,4TION ONLY NOTE: ON 16-24 PANELS DOUBLE PLYGLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP, Q 12" OR LE55 USE LUMBER ONLY BLOCKING 2 "x4 FLATWI5E OR EDGEWISE ON BOTH PANEL EDGES. BOTT. CHORD FOR 4 TRUSS WOOD TRU55E5 ATTACHED W/ . AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS . NOTE THE STRENCaTN OF THE CONCRETE SHOULD BE MIN. 25OQ� PSI. SUBSTITUTION SPANS 2-16d Is EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT TRU55 JOINT ARE REQUIRED ON EACH SIDE OF NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS UJITI-4 EXP,4N5ION BOLTS IS NOT PERMD ITTE. ATTACHED W/ 2X4 BLOCKING 6 THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRU55 . FOUND,4TION P,4GE T,4KES PREGEDENCE. 3-0.131 x 3 1/2" 24" O/C W/ 3-0,131 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: -2", TYP' ' 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. R.S. a EA. TRU55 3 1/2 R.S. CRIPPLES 4/oR KINGS MADE aN SHALL ATTACH pIREcTLY TO HEADER. ALL OTHER BOLT OPTIONS MUST BE REVIEUJED 4 APPROVED E3`I' E.O.R. IN UIRITING. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. 51MP5a (oN SECOND FLOOR) FOR ROUr.H ROOFING NAIL OR 1-1/4" TYPE W OR 5 5GREW5 6 1" O.C. ALONG ALL SUPPORTS MIN. ENE) SIMPSON A34 L530 OF OPENINGS UNDER 5'-O" ONLY (1) SIMPSON 1/2 HIGH CONNECTOR EQ., TYP C516 SPAN FLOOR SYS, TO STRENGTH OR W/4-66 X 1 1/2" (ON CONC. SLAB) SIMP60N HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (1) 5/6"x8" ATR IN SIMPSON SET 4 4-66 X 1 1/2" EPDXY 4 (18) 16d NAILS HETA 12 '@ 24"O.C. (ON SECOND FLOOR) FOR ROUGH MA50NRY WALLZ INTO TOP 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING HT 4 W1 (1 O $ 5'-QI' ONLY HREAD RODISE5IN WALLS WITH NO UPLIFT, SIMPSON SET EPDXY 4 (16) 16d NAILS STRAPPING MAY BE ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR 51MP50N M5TCM68 IF FILLED CELL OCCURS BELOW "J„ BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x (o 1/2" x 8" I/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8'' x 6" 5/5" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 6" 5/5" x 5" EMBED T"rFICAL NAILING 5CNEDULE HIGH WIND NAIL 5HEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.5. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 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 (0.280" MIN.) • 1/2" GYP CEILING ON 24" D.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGEEC AND 12" O.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. • 5/8" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR i-5/8" TYPE W OR 5 SCREWS 4a 7" O.G. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" 5GREW5 AT 6" O.G. ALONG EDGES AND 12" D.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN, T IN 'I' Wll F Ext. Wall Con. Non -Load Brn .Location Shdl FI R f S-2 SCALE: NTS Typ. Header Detail S-2 SCALE: NTS o Ica CA in c e u es oor, oo a S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANCvE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LI.0 SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 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 0 Fui zoZ u,°oaic7w W waWF F�odcJ OC � �Q�o ~oz0 cl »Z o o � cv W Z O�J W pC 7Sma' z<zN 1— zozZz Oga�az �n m 00 _j Ln Z<G 8w Cc zWW©OLLJ a-c °0r4 Lzs© LuEO, LL-� Uj U=vl9 zGw~v�i Z Q Wa,az u'WZCF- Q. waa Nz LLJ = im d��iL m o en ui r Ln Lei pG trf d Ln Q 00 en �� W v1 It O ui �: Ln oc o= q 00 Z LL IF,Q Y j Z cri 0 W Q U 00 Q ua UJ i g v CL O o a > ILD 0 Co, DATE �3-a8-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 52 1 III I �.I� II I � � '�I �1,.'•-_ � _ � II i _ I �J II _ _ APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) 6IMP50N L5TA12 STRAP 40" OL. (1) 51MP50N LTA2 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL W/(U 05 REBAR CONT, IN KNOCKOUT COURSE t- .. OVERLAP TRU55 BRACING PER JOINT BRACING A Truss Bracing Overlap Detail $-3 SCALE: NTS DBL TOP PLATE WALL SHEATHING NAILED PER '0'/5-2 SEE FLOOR PLAN FOR LENGTH 4 WIDTH �FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.5. NAILS 6 12" O.C. ALL-AROUND DBL 2X4 PLATE CONT. 8'-0" (MAX.) UJ/ 6IMP50N > HT520 Q 32" 2x4 WD CON5T. -1 "1 11(0 TO ALIINING FLASHING ALL-AROUND O.C. tu STUDS BELOW SADDLE 10 2x6 SOLE PLATE- ROOF ELEMENT CUT OUTSIDE EDGE PLUMB TO ALLOW 50LID CONNECTION C5 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 1/4" x EA. 5" WOOD SCREWS a 4" CORNER O.C. ALL-AROUND TOP CHORD ENG. TRUSSES e 24: O.G. �'' --- 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END Fire lace Chase Detail B $.$ SCALE: NTS APA RATED SHEATHING. SEE NAILING BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. M,4X APA RATED _PRE -ENGINEERED SHEATHING. SEE TRUSSES 24° NAILING "5CHEDULE O.C. TABLE FOR ATTACHMENT. U.N.O. 5EE DETAIL A ON TPH)15 SNEET DROPPED GABLE END FOR OUTRIGGER 11) 51MP50N L5TA12 STRAP 48" O.G. HETA 20 48" O.G. ATTACHED 8 B OTTOM CHORD OF 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAIL5 7" 0.131 x 3 1/2" R.5. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM MASONRY WALL) �1/2' GYP BD FLAT OR CATHEDRAL 7 ° GABLE 4. NOTE: CRO55 BRACING 4 8" MASONRY WALL W/(1) 05 REBAR CONT. IN KNOCKOUT COURSE ALL BLOCKING TO BE REPEATED 48" O.G. TYP. able Section - For Gable Less Than 4'-0" High SCALE: NTS PRE-ENG UJOOD TRU55 (TYP) I TRUSS 2x4 BLOCKING (l) 51M1`=60N L5T412 1/2" CEILING GYP Bp W/ 5d " BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM EACH END, a (0" O.C. MASONRY WALL) UNO. CONTINUOUS 1/2'' GYP BD NOTE: CROSS BRACING 4 ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. anded Blocking Information Diagram SCALE: NTS SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH 51DE APA RATED SHEATHING. ~"-' 2x4 COLLAR TIE MID -HEIGHT e SEE NAILING 5CHEDULE 4 RAFTER PROVIDE (5) 16d NAILS EA TABLE FOR ATTACHMENT. CONTINUE SHEATHING BELOW CONVENTIONAL FRMG a ATTACHED 2x4 "T" BRACE STRUCTURES, WHICH ARE ONLY OR L5TA12 "—PREFAB REFAS ROOF PARTIALLY ENCLOSED SUCH AS ENTRYWAY5 4 PORCHE5 :�� I 1 1 24" O.C. EI NCT6- 4 -O„ 4,-0„ 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 9 24" O.C. MAX. SECTION 51ZE SHALL w/ (2) 0,131 x 31/2" TOENAIL5 COOLER NAIL5 7 O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-O" ---- 2X1O OR S FEET FROM MA50NRY WALL) 4'-0" TO V-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 V-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2, RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE SIMPSON MBTA24 TEN51ON STRAPS a EACH TRU55 U51NG (14) 106 NAILS. INSTALL THE SEE NAILING - NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHE[) STRAP BY CUTTING A HOLE INTO THE SHEATHING -0 EACH SIDE OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 S THE U-5HAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ (2O) 106 1'-0^ NAILS FOR 2x12 RAFTER5, (1(o) 106 NAILS FOR 2xIO RAFTERS, (14) 106 NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x(o RAFTERS W/ SPANS LE55 THAN 4'-0" M4X RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. APA RATED SHEATHING. SEE NAILING SCHEDULE TRUSSES 0 24 O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP50N L55U210 SLOPING HANGER W/ (10) 106 TABLE FOR ATTACHMENT. /2" CEILING GYP BD W/ 56 NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d U.N.D. COOLER NAILS 7" O.C. OR EQUAL, RESPECTIVELY FOR 2xIO RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 RAFTER5. USE LSU26 W/ (6) IOd 4 (5) 1001 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x(o RAFTERS W/ SPANS LE55 THAN 4'-0" MAY TOE -NAILED TO RIDGE (1) 6IMP50N L5TA12 ft FROM MASONRY WALL) BEAM W/ (8) 10d NAILS. STRAP 48" O.G. 6, WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS, SECURE BLOCKING W/ (3) 16d TOENAILS AT (1) SIMPSON HETA20 SEE 2X4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. 45" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END; BOTTOM CHORD OF BLOCKING UNO. r-,-,�Valley Set Attachment Detail GABLE DETAIL (TYP) FLAT OR CATHEDRAL g 3 SCALE: NTS 8" MA50NRY WALL WKI) #5 1/2" GYP BD REBAR CONT. IN KNOCKOUT COURSE °° NOTE: CROSS BRACING 4 INSTALL SIMPSON LU524 ALL BLOCKING TO BE KNEEWALL MIN. EA. SIDE OF THE REPEATED 48" O.C. TYP. 5TUD5 s MIN. CEILING JOISTS. JOISTS 6 O.G. TO BE PER NOTE #I . TYP. Masonry Gable End S-3 SCALE: NTS SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM( WITH (4) SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD UD ALL AX 3-AROUND NAILS ATTACHMENTS PERIMETER. IF ABUTTING MA50NRY USE P.T. 5YP 02 2x4 DIAGONAL LEDGER AND ATTACH TO ATTACHED W/(4) 0.131 x MA50NRY W/ 1/4" DIA. X 3" APA RATED L 1'-0" 3 1/2" NAILS 6 TAPCON5 e 6" O.G. MAX. SHEATHING. SEE M4X INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 1/2" CEILING GYP BD W/ EACH END OF "L„ 56 COOLER NAILS 1" O.C. BRACE OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft 2X4, 2x(o, OR 2x8 FROM MASONRY WALL) mTyp. Frame Down CI . O.C. SEE FLOOR S-3 SCALE: NTS PLAN FOR SIZING OF PRE-ENGINEERED STUDS TRUSSES a 24" O.G. FLAT OR CATHEDRAL 2x BLOCKING S ALL (1) 51MP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING 5CHEDULE. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. $-3 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY BC51) UNBRACE WALL HEIGHT 5YP 8'-0" 2x4 @ 16" Oz. 8'-8" 2x4 6 16" Oz. 9'-O" 2x4 a 16" c.c. 9'-4" 2x6 16" c.c. 10'-O" 2x6 16" c.c. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE a 24" O.C. MAX. SECTION 51ZE SHALL. BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0'' ---- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" --- 2X1O 15'-O" TO I6-0" ---- 2X12 NOTES : I. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO 51MP50N'5 INSTRUCTIONS 4 SPECIFICATIONS. 4. ALL LEDGER5 TO BE 2X 5YP 12 AND SAME DEPTH AS RAFTERS (PT AT MASONRY CONTACT). APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. N 142 mph MAX., Exp. C Enclosed S-3 OMPRES510N WEB SLOPING OR VERTICAL WHEN TRU55 4 STUD ARE ALIGNED SIMPBON TW15T STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRUSS 4 STUD NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX SPACING (#2 5YP MINY' ,Exterior Frame Wall Table SCALE: NTS 0.131 x 3" COMMON 4-0.131 x COMMON31I_� SEE TABLE BELOW - FOR LAPBPLICE TOP PLATE FAFENER5 TOP PLATE FA5TENER 5CHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 0 5PLICE ALL OTHER NAILING 36" 2-ROW5 0,131 x 3" f 3" O/C 0.131 x 3" 9 8" O/C TOP PLATE FA5TENER 5CHEDULE (INTERIOR WALL) LAP5PLICE NAILING 6 5PLICE ALL OTHER NAILING 24" 2-ROW5 0,131 x 3" 66"O/C 0.131x3"66"0/0 - SEE TABLE FOR NAILING 5CHEDULE a SPLICE 4-0,131 x —� 3 1/2" COM. DOUBLE TOP PLATE -0.131 x 3" COMMON �' pOUBLE STUp �. 51DE OF JOINT 11 x 3 4-0131 x 3" '3 TUD5 e 16" O.C. COMMON 0 Iro o.c. PT BOTT. PLATE 0,131 x 3" ti :OMMON 2-0.131 x 3 1/2" COM. I2-0.131 x 3 I/2" COM, DOUE L,E STUD CONDITION 5-0.131 x 3 1/2" COM. 1 COM 0.131 X 3 1 2 DOUBLE TOP PLATE 0,131 x 3 1/2" COM. 16" o.c. 3-0.131 x 3 .,,-2 - 0.131 x 3 1/2" COM. 1/2 "COM. 7 PT BOTT. PLATE 4 STUD CORNER 51NGLE 5TUD CONDITION (1) SIMP50N M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERE17 AT CORNER. MAY BE :ATE5 THE TOP PLATE OF APPLIED OVER SHEATHING. G PLATES: I _ ---0.131 x 3" COMM, a 16" or,. - - 4-16d COM. 2-8d COM. 5IMP50N 5PH4/6/8 UNLE55 NOTED OR SIMPSON 2-2"x4" W/I/2" PLYWD. OTHERWISE, AT A 5DWC15600 FROM MINIMUM ALL STUD TO TOP SPACER NOTE: 2X4'S UNSPECIFIED FRAME PLATE MAY BE TURNED TO FRAME b FLATWISE 50 NO CONNECTIONS SHALL SPACER 15 NEEDED. CONSIST OF (3) 0.131 x 3 1/2" T11(001 COM. a', O.C. 0.131"X3-1/2" END COM. a all O.C. E06 COM. 12" o.c. NAILS OR TOENAIL5. 4-16d CO. *A 51MP50N M5TCM 60 INT. HEADER (NON -BEARING) MAY BE SUBSTITUTED FOR 5IMP5ON HTT4 W/ AN HTT4 WHERE LOCATION 5/8" DIA A.B.* ALIGNS WITH A FILLED CELL. General Wood Attachment Details 4 STUD CORNER $-3 J SCALE: NTS PRE-ENGINEERE WOOD ROOF TRUSSES PLYWOOD TO EXTEND TO BOTTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD (16" O.C. MAX.) EMBED STRAP -� AT EACH TRUSS BELOW. NO 5PH4 15 WHEN STUD IS NEEDED e TH15 STUD. NOT ALIGNED ° WITH A TRUSS " °°° ERMANENT DIAGONAL BRACE NOTE: iAND/OR WHEN 1/2" CEILING NAILED TO OPPOSITE 51DE OF WEB "AT 2x6 WALLS USE 5PH6 TRU55 STRAP IS GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY SHOULD BE REPEATED ' SPH4 CONNECTORS SHOWN. ° ° ° ° ATTACHED TO APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE 5PH8 STUD USE (1) CONNECTORS IN LIEU OF 51MP5ON 5PH4 IX4 MIN, BRACING W/(3) 0,131 x 5PH4 CONNECTORS SHOWN. OR 51=2 3 1/2" NAILS Q INTERSECTING FOR WALLS LARGER THAN WEBS 2x8, USE 6IMP50N 5PI'S ON TYPICAL HIOA CONFIGURATION, DO NOT NAIL EACH SIDE OF STUD TO ° THROUGH OTHER STRAPPING/CONNECTORS. BOTTOM PLATE 4 51MP50N REFER TO CONNECTOR NOTES FOR FRAME TO °° OF 5P2'5 ON EACH SIDE ° TRUSS CONNECTIONS. LB Diagonal Brace 20' Max Intervals Detail STUD To TOP PLATES. U.N.O. SCALE: NTS OR SEE LAYOUT Frame Wall Truss Connection Detail N ANY ADDITIONAL FOR O STRAPPING REQUIRED S-3 SCALE: NTS NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPP051TE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 6 LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE A5 SHOWN FOR 3-PLY) 4, FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION 01"rr-ING INFORMATION INTERIOR VOLUME AREA (1) M5TA30 AT EVERY OTHER STUD (32" O.C. .\ .•' PRE -ENGINEERS FMAX.) FROM UPPER STUD 4 ; WOOD ROOF TRUSSES TO LOWER TOP PLATE, z � INTERIOR WRAP TOP PLATE AS ;L IN NEEDED FOR FULL VOLUME NAILING. IF STUDS ALIGN, •. AREA STRAP SHALL EXTEND FROM UPPERSTUD TO 1.11 •. ®r,®�b' H 5U p TSRU58 (SEE PLAN) t 1 Extended Bottom Chord Attachment Details (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED a 6" O.C. ALONG THE LENGTH OF THE COMPONENT TvD. Nailina Schedule for NOTE: 1, SEE TRU55 MANUI=AGTURER'S TRUSS ENGINEERING CUT SHEETS FOR AD D I T I ON,4L. PERM,4NENT 5R,4CING THAT MY BE REQUIRED. 2 "T" 5R,4GING MAY BE U5ED IN PLACE: OF PERMANENT 5Rr4CING PROVIDED IT EXTENDS, OVER a LE;45T 90io OF THE UJEB. (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE. (3) ROWS. SCALE:NTS (4) 2"x LAMINATIONS ATTACH w/ 51MP50N 5D525600 WOOD SCREWS STAGGERED 0 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS -S (o" D.C.. ilt-Up Columns &BEAMS r 0 w ut -- TOP 4 BOTTOM CORD GABLE END. BRACING 6 Gable & Cig Bracing Diagram 4'-0" O.C. MAX. FOR FIR5T SCALE: NTS (4) ROW5 OF TRU55E5 SCALE: NTS CONTINUOUS 20'•0" 20'-0 SEE EXPANDED BLOCKING BOTTOM CORD BRACING NIADIAGRAM MIN. GLB DIAGONAL BRACE A5 REQUIRED BY BC51 C) z LLa a Fmiri�11101 son 1110111 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, RE6ARDLE95 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK LU o � � zoz wozd�WLU -�O 1,--zz� W w w wg > 3pa n 0 w MEO, Li: Zo� ? L N Cri n17Y �a zaa�00 =�zz O�E� z N J zv` _ cCW ;:q28 6RWO mm Oz Z G U (,R,= s,QsZw 0 O �w La ua0a4� LL ci W J 0 z w� w 0 0 LU LL awZF >�z j ID wzKLLJ J Q wQ$ wuziga�cl� �C Uj Q �W N xaim 0.W _ o a D Vm � w (� Ln LO N Z cm M c� - d en _ 00 Ln W I- p 0000 M w N t�M Z w 0G 4 000 'IT 00Ln (' z LL ¢ 'G W Z c,ri O °C W j 00U QLL W z a CL 00 > `D 6'°'�� "'�ii■rrrrr °t��"� cr- a` LU 0 DATE 03-06-l8 SCALE NC7'ED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 5�-142 DBL. 2 x 4 TOP PLATE 6IMP50N SPH4 e EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: 1, WHEN WALL 15 PARALLEL TO FLOOR SYSTEM 5TRAP TO TOP 8 BOT. CORD OF TRU55. 5IM115ON L5TA30 w/ 22 -10d NAILS a 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3, ALL WALLS TO BE CONSIDERED 5HEAR RE516TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 1 SHEATHING DETAIL 5EE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD, HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE s ELEYATION5 WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN, NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 50LE PLATE SIMPSON C516 OR SIMPSON M5T,436 a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK 45 NEEDED 2x4 1*2 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 FLATW15E VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN 5TRAP5. 2x4 02 5YP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRU55 J015T ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRUSS LAYOUT FOR — 5TRAPPING INFORMATION V' CONC. K.O. BLOCK BOND — BEAM POUR SOLID W/ I - 15 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8; USE 5IMP50N 5P1'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'6 ON EACH 51DE OF STUD TO TOP PLATES. U.N.D." ENGINEERED ROOF TRU55E5 e24" O.G. MAX. 12 SEE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PN4 e 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP, BOARD RETURN WINDOW SILL CAULK a WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE ''N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD 3/4" T4G GLUED W/ CON5TR. ADHE5IVE d NAILED SEE SCHEDULE DETAIL "D" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES e 24" O.C. 7//N SIMPSON HETA20 e 32" D.G. IF ATTACHED TO RIMJOI6T5. e24" O.C. r. 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 Q OPENINGS PRECA5T CONCRETELINTEL 5EE FLOOR PLAN FOR 5CHEDULE 1 x P.T. BUCK 5TRIP ENGINEERED ROOF TRUSSES \ DBL. 2 x 4 a24" D.G. MAX. TOP PLATE 12 51MP50N 5PH4 SEE e EACH STUD ELE TO TOP PLATE SEE ELEVATION WALL CONNECTION W/0 WINDOW PAGES FOR ROOF COVERING 4 SHEATHING INSULATION DETAIL BAFFLE SEE ELEVATION e PAGES FOR SOFFIT e FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 (2)-2x WD. HEADER (U.N.O.) W/ 1/2" GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR e EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 6IMP50N 5PH8 a 16" O.C. EACH Sol 5TUD (12) 106 NAILS EACH. ELEVATION GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL CAULK e WINDOW 2 x 8 SILL INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD 1/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL ''0" ON SHEET 5-2 USE DOUBLE KO 5LOCK COURSES WITH 2-#5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) 15 1 ESS— THAN OR EQUAL TO (o'-6" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 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. 5" CONC. K.D. BLOCK BOND — BEAM POUR SOLID (2500 1=51) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES INSTALL 1/2'' DIA. x 8" "J" 5OLT5 4 WASHERS W/ 5" IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. SIMPSON SPH8 %%% �•••••..•, 2x8 PT 50LE PLATE •• r�.� . 2 �`'�lV .. k/ r� • ,, IX P.T. FURRING HORIZ. rr ti.r �•, -jK = w ° �. Q e Z .0. Ap °°�� Ap UJ • `�... . °rw p• r° Vr ,/1111 1 x 6 P.T. CURTAIN NAILER a OPENINGS PRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK 5TRIP WINDOW SILL - CAULK a WINDOW ---WINDOW SILL - CAULK e WINDOW WIND RESISTANT CONC. SILL 1/2" GYP5UM BOARD WIND RESISTANT PRE-CA5T CONC. SILL ° I/2" GYPSUM BOARD 4" HIGH CONC. BLK. ° 4" HIGH GONG. BLK. S" CMU PER A5TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 4"GONG. SLAB. SEE FOUND. PLAN 5" CMU PER 45TM-C 90, 1900 P51 MIN, W/ TYPE M OR 5 4"CONC, SLAB, SEE FOUND. PLAN MORTAR PER ASTM-G 2-10. ° MORTAR PER 45TM-C 210. e 5/8" CEMENTITIOUS 5/6" CEMENTITIOU5 FINISH PER FBCR ° FINISH PER FBCR < _ a . ° ., FIN15 2 ° ea ° FOOTING 5EE ° .a d a.� FOOTING SEE FOUNDATION PLAN FOUNDATION PLAN a FOR SIZES d MORE FOR 51ZE5 8 MORE INFO. INFO. A Typical Two Story Wall Section rcT ical Two Story Wall Section S-4 SCALE: NTS "4 W/O Floor System 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 I5 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, AITHOUT 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 5PECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL 0ONDITION5. 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 0 LU 0 F �zoz wl-'✓��w W W C1wLLL x�zz:� W cp.WQ d00< o 3gzZD = N `w=8<z W az'¢F� �n M =Zz z w 2z N LU 00 00 aZ N 0z cc Z � W V Q:.3 = ww =�` =zw O O -' aC i-IEl=w WW��o U- 3 �; F � ~ �Uj z cc LU ww3Cu a LL. owzx. r U V o W aV, w J 0 z w � a 0 W = K F 4 Q c 4 6 m w w w L L' 0 ova cl M .U.1 J Or-4 lMD � Ln LiJ Z cM N N d M W M J pp w F- p 0000 �N W CF N Ln .°•N (� E U- n Q YLLJ Z HMOUj C] Q00 V Q Li uu g vi O00 z U) 0 DATE Q�3^idg^lS SCALE DRAWN l" JK/POK JOB Sheet content: Structural Details Sheet number: 15A NOTE: PECKING "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING 6 48" 0/C 6PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL ND FLOOR FRAMING AT 2x8 WALL5 USE 5PH8 FROM EA. END. (TYP) TOP 8 BOTTOM CONNECTORS IN LIEU OF 6PN4 CONNECTORS SHOWN. SIMPSON 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE STUD WITH 12-I06 x I I/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 5IMP50N C516 OR M5TA36 STRAP FOR WALL5 LARGER THAN NAILS, � 32" O.C., EVERY OCHER. 2x8, USE 51MP50N 5P1'5 ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP5ON FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE_ STUD TO TOP PLATES. U.N.O." SPACING k 51ZE OF -------FLOOR JOIST -SEE FRAMING PLAN WALL 5TUD5. 5TUD5 SHALL BE INSTALLED S WEEP SCREED IN5TALLED PER MAX. 16" O.C., SEE SIMPSON HETA20 Q 32" O.G. MAX. 2x4 S.Y.P. "2 RIBBON 2"X4" CROSS BRACE 00 TRUSS.d EA. FLOOR a 45" O/C FOR THE TRUSS. 15T 2'-0" OF END WALL CS16 OR M5TA 36 q b. W/ (4) 0.131X3 1/2" 6 EA. ENE) 32"O.C. (36" LONG) a INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015T00 DECKING 2x12 5YP *2 WOOD 3-0.131 x 3 1/2" 6 EA, BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING "'— FLOOR J015T WITH 5-16d TOENAILS. HETA20 32" O.C. ON THE e 48" O/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 6IMP50N C516 OR M5TA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: . W/ (3) 0X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. —F LOOK JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH TRU55E5 PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" AL T. Frame/MasonryConnection #1 FRAMING NOTES. IF B PARALLEL, PROVIDE S-5 SCALE:NTS NOTE: BLOCKING AT 24" O.C. AND ATTACH WITH (3) SHEATHING A5 ADD 2X4 BLOCKING 0.131"x3-1/2" TOENAILS DELINEATED 1" 15T,A36 OR G516 OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE SET. (MIN. GRADE NOTE: 211X4" CROSS BRACE HETA20 LJNIGN 15 NOT PROVIDE A MINIMUM PSTUq AT 2x6 WALL5 USE 5PH6 48" O/C FOR THE ALIGNED W/ TRU66 vERr. z PLY END STUD AT CONNECTORS IN LIEU OF 16T 2'-0" OF END WALL WEB 2- x 3 lie" SEGMENTD of 6PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" a EA. ENE) AILS TOENAILS � EA. END. A. E AT 2x8 WALL5 USE SPHS „ INTO 2X4 BLOCKING INSTALL SIMPSON C516 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. GRO55 5TRAP5 WITH (1) 0.131"x3-1/2" NAIL AT EAG FOR WALL5 LARGER THAN FULL DEPTH PASSING STUD AND 2x8, USE 51MP50N 6Pl'5 ON BLOCKING g SHEATHING EDGES 2x 5TUD5 MINAT EACH E DAND WITH 4 AT EACH SIDE OF STUD TO BOTTOM PLATE SIMPBON w/ (3) 0.131"x3-1/2" 16" TOENAILS EA. END O.C. TOP AND BOTTOM PLATES/ENp 5TUD5. 5P2'5 ON EACH 51DE OF CONSTRUCT WALL STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O." "x4" FLOOR o o" A5 LOAD BEARING + DIAGONAL AND AT 45 51MP50N 5PH4 TO 2 PANEL BLOCKING e 48" D.C. FO J015T WITH UPLIFT REF. D RELATIOOs REGREN To OR LE55 IN EA. STUD TOP 8 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD 51MP50N HTT4 OR 1/2" DIA NUT ?, ATTACHED W/ (2) 16d TOE NAILS. EQUAL AT EACH END OF SEGMENT ? W/ MIN, 1-1/4" DIA x 1/8" 01 WHEN GIRO55 BRACE ANGLE u WASHER GREATER THAN 45° EXTEND PANEL 1/2" DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0'' OF END THREAD ROD BELOW FOR WALL. IF DOUBLE ENE) APPROPRIATE STUD 15 OVER A 1/2" DIA /2" DIA SPACING 4 51ZE OF 00 VOID SPACE, ANCHOR COUPLING: WALL 5TUD5. 6TUD5 R BOLT.01 INSTALL SOLID 2X SHALL BE INSTALLED JOINT BL POCKING BELOW. A.5. EXTENSION DETAIL '� MAX. 16" O.G. j o COUPLER NUT INSTALL 5/5" THREADED ROD IN SIMP50N SET DIA. 1/2" J-BOLTS OR WITH 51MPSON r:. 2 "x4" CROSS BRACE 48" O.C. FOR EPDXY OR EQUAL SET EPDXY, 5" THE- T 1 H st 2 0 OF ENE) WALL W/ (2) I0dx3 2x4" WITH 6" MIN EMBEDMENT, AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 EMBEDMENT 24" 2X4 RIBBON w/ 3-16d -s END INTO BLOCKING. (ANGLE NOT TO EXCEED 45°) SEE WHEN — ---- ATTASGN 1U17NL6p CODER :;> EA, TRUSS. WHEN ANGLE IB GREATER THAN 45°, -QI, D15TANCE 15 -S GMU WALL EE FLOOR TRU55E5 55E5 FLOOR PLAN FOR O.G. O 06 X 2X BOTTOM PLATE WITH (4) NAILS 'I" O. SCREWS 6" O.C. NAIL5 AT EACH PASSING CRO55 BRACE 6 48" O.G. FOR THE Ist 4'-0" OF END WALL. LE55 THAN 2'-0" '� THE FIRST BAY TYP. MORE INFO. ALONG EDGES AND 12" O.C. TRU55 OR NAILS ALONG THE ALONG IN THE FIELD: IF BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRUSS/RIM J015T GYPSUM, SEE NAILING AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. SCHEDULE AT D/52. NO E- SEE N75-3 FOR STUD INFORMATION 6IMP50N A35 ANGLE REFER TO TYPICAL 2-6TOR W/ 12-6dX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT 5HOWN TOP CHORD Cross Strapping Detail ALT. Frame/Masonry Connection #2 Floor Truss Parallel To Br Wall A c . 2X4 BEARING S-$ SCALE: NTS S-5 SCALE: NTS $-5 SCALE: NTS WALL W/ 5TUD5 16" O.C. 7/16 APA RATED WOOD SHEATHING SIMPSON 5PH4 EA, STUD NOTE: AT WALL5 USE 5PH6 NOTE: AT 2x6 WALL5 USE 5PH6 NftJ'' m 2x6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF w� 0,� ••• ••.. PRE-ENGINEERED SHOWN. PRE-ENGINEERED ROOF TRUSSES 5PH4 CONNECTORS 5HOWN. TRU55E5 s24" O.C. 5PH4 CONNECTORS TRU55E5 624" O.G. %�' o •.:� "` FLOOR J015T AT 2x8 WALL5 USE 5PH8 AT 2x8 WALL5 USE 5PH8 _= d• • CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF _Q 5PH4 CONNECTORS 5HC 5PH4 CONNECTORS SHOWN. G ? FOR WALL5 LARGER THAN 2x8, USE 51MP50N 5PI'5 ON INSULATION PER ENERGY CALC5 FOR WALL5 LARGER THAN�- 2x8, USE SIMPSON 5P1'5 ON INSULATION PER ENERGY CALCS , •""'•.•,•... ' CEILING BOARD PER ARCH. EACH SIDE OF STUD TO BOTTOM PLATE SIMPSON 1/2 GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE & 51MP5ON 1/2 GYPSUM CEILING BOARD ° �°� PLANS 5P2'6 ON EACH SIDE OF HURRICANE ANCHOR EACH TRU55 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 0 EACH TRU55 STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING . ... STUD TO COP PLATESUNO" PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION 2X4 BLOCKING w/ EA. TRUSS TOO W/ 16 3-0.131 x 3 1/2" R.5. EA. T NOTE: "AT 2x6 WALL5 USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS PRE-ENGINEERED CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN.. 2x4 SOLE PLATE PROVIDE (2) 166 5PH4 s EA. STUD 2x4 SOLE PLATE PROVIDE (2) 16d 5PH4 e EA. STUD HANGER PER TRU55 MANUFACTURER GIRDER AT 2x8 WALL5 USE BPHS CONNECTOR5 IN LIEU OF COM e EACH TRU55 1/2" GYPSUM COM 6 EACH TRU55 1/2'' GYPSUM Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN.. FOR WALL5 LARGER THAN SIMPSON C516 W/ MIN (22) 106 3/4 TsG GLUED W/ CONSTR. ADHESIVE 51MP50N C516 W/ MIN (22) 106 3/4 T8G GLUED W/ CONSTR. ADHE5IVE H S-5 2x8, USE SIMPSON 5P1'5 ON COMMON5 (12 MIN. EACH END) # 1105 MAX 6 24 O.C. MAX OR a NAILED SEE SCHEDULE DETAIL 0 COMMONS (12 MIN. EACH END) # 1705 MAX 6 24 O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL O SCALE: NTS EACH BIDE OF STUD TO BOTTOM PLATE 51MPSON EACH STUD WRAP UNDER TOP ON SHEET 5-2 EACH STUD WRAP UNDER TOP ON SHEET 5-2 _ 5P2'5 ON EACH BIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD STUD TO TOP PLATE5. FLOOR TRU55E5 a 24" O.C. FLOOR TRU55E5 e 24" O.C. EXTEND SHEATHING TO U.N.O." 2x4 12 5YP RIM w/ (3) 2x42 5YP RIM w/ l3) 2nd FLOOR BOTTOM OF BEAM OR GIRDER 16d NAILS EA. TRU55 J015T (INSET) 16d NAILS EA. TRU55 J015T (INSET) WALL 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD / 2X BEARING WALL W/—, PROVIDE (3) 0.131 X 51MP50N MT516 e 5TUD5 6 16 O.C. 3-1/2" TOE NAILS AT EACH FLOOR TRU55 PRE -ENGINEERS l/16 APA RATED RE -ENGINEERED FLOOR TRU55 TO WALL BELOW GYPSUM CEILING BOARD W/ KN CK - 24" O.C. MAX. I/2" GYPSUM CEILING BOARD W/ KN CK - FLOOR TRU55—WOOD SHEATHING FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N-1 PAGE 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION BEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-0.131 x 3 1/2" TOENAILS DBL. 2X TOP PLACE w/ SIMPSON 5PH4 FOR NAILING PATTERN DBL, 2X TOP PLATE w/ 51MP50N 5PH4 EA. END 16 O.G. w/ (12) 10d NAILS EACH '� 16" O.C. w/ (12) IOd NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR J015T WITH 3-0,131 1/2" ANCHOR BOLT 6 24" 1/2" ANCHOR BOLT a 24" x 3 1/2°NAILS O.C. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE 51MPBON C516 SIMPSON G516 EA. STUD PT 2X BOT. PLATE w/ BY I/8" WASHERS PT 2X SOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) lOd TO BASE of 2x4 5IMP5ON 5PH4 6 EA, 51MP50N 5PH4 a EA. COMMONS (11 RIBBON BELOW 6IMP50N HT51b STUD iu/ (10) 106 NAILS STUD wl (10) 10d NAILS MIN. EACH END) EA, TRU55 EACH 01 4,GONG. SLAB. SEE EACH 4 CONC. SLAB. 5EE FOUND. PLAN FOUND, PLAN BEAM / GIRDER SIMPSO HETA20 REFER TO TYPICAL 2-5TORY WALL TYP. LOAD BEARING WALL .' a. 2x SOT, PLATE PRE-ENGINEERED SECTION FOR INFORMATION NOT W/UPLIFT °4 FOOTING SEE FOUNDATION °a FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRU55 CMU WALL SHOWN tl PLAN FOR 51ZE5 8 MORE INFO. tl a, PLAN FOR 51ZE5 8 MORE INFO. NAILS a 6" O/C d. o Cantilevered Floor Truss Over Wall G S-5 SCALE:NT$ T ical Two Stor Interior Bearin Wall Section T ical Two Stor Interior Bearin Shear Wall Section Second Floor Frame Connection @ Girder A o IF S-5 SCALE: NTS $-5 SCALE: NTS S-5 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, REGARDL.E55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION 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 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK. REVISIONS ADDED CROSS STRAPPING DET'L DK/PK 0 0 0 w �r o<Wq Lu Dww F- = 00 is �MO g8zti d zac, �n�w0 = N Z oa�az F_ >' w 00 a4��.. " zc�0cc0 Cr.N Z �7 /+� }}�Ur w� 2rQ2zw 0 \ Ji W fi LL.W'yj W0IS=2 - LL �pF-p wa 'a U, u. �W30 �ww VUC'9 won J Q Z W^U, Uj < wuz�?o�c� Q Q x�.m 0. Cc Lln Uj 'ay' N JM LA u i Z NMN C-00 00 q* 0 ?y L Z w 00 O d' N O Z HMO C �Q �ooV QLL LU vi z Ora > 0 U, DATE Q�3-27-lS SCALE NO7-ED DRAWN MK/PDK Jos Sheet content: Structural Details Sheet number: DRYWALI OVER FUI BLOCK U I1/164/16 COVE MC ("100) Ix6 TRIM (WINDOW PER PL4 (WINDOW PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL — EDGES Ix(o TRIM ' BEAD BOARD --- PANELING DRYWALL FIN15H — OVER FURRING ON BLOCK WALL EAD SILL (WINDOW PER PLAN) LINE OF WALL BELOW lx6 TRIM LINE OF TRIM BELOW `�----------- DRYWALL FINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: '''''-O' LINE OF WALL -- BELOW LINE OF CA51N6 BELOW COMPOSITE WINI SILL ELEVATION PER PLAN) — PLAN WINDOW )ETAIL 1/4' DOOR CASING (a3(o6) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAI L PLAN SPECIFIC PER PLAN SCALE: r -14, SHIM AS 1'-4" REQ'D. SHIM AS 1'-4" REQ'D. ERTED 2 1/4' CA51NG ("366) IA INVERTED 2 114' IAOR DOOR CASING ("366) STUDS (PER tl/2'DRYWALL STD. 2x STUDS (PER STD.AN) BASE PLAN) BASE CABINET I/T DRYWALL CABINE 3 114' BASE BD. /4' BASE BD. 66) QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2'- I'-0' SCALE: 1/2' -- 14' TEMP. GL. ENCL0SURE 8" W. CORIAN CAP 1A 2x STUDS (PER 5TD. PLAN) 2" VAINTY CABINET 3 1/4' BASE BD. (036(b) VANITY LOW WALL SCALE: 1/2' = 1'-0' 8" W. CORIAN TEMP. GI-- ENCLOSURE CAP 1/2' DRYWALL 8' W. CORIAN BELOW CAP CAP TILE FINISH 2x STUDS (PER n TILE FINISH OVER WATER OVER WATER PLAN) RESISTANT SISTANT� WALL iI I� WALL BD, BD 1/2' DRYWALL BATH iI i� SHOWER SHOWER SHOWER 3�1/4' BASE BD. SIDE? ( 366) h I /` SECTION PLAN SHOWER LOW WALL SCALE: Ill' - 1'-0' TILE TO WRAP IN WINDOW :IFY TOP (WINDOW — PER PLAN) COMP051TE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 1/4' ---' DOOR CASING (0366) DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL SILL BELOW GT 1/2' OUT E1VE TILE) LINE OF CASING — BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4': 1'-0' SILL ELEVATION — IL= DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW ST 0- 0 L DETAIL SCALE: P ■ P-01 fE WINDOW DETAIL 2 1/4' DOOR CA61NG ("36(o) FLOORING / 5,45E 50ARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY 5,45E 1504RD 15 IN5T,4LLED. WHEN WOOD FLOOR 15 5ELECTED 5,45E 50ARD AND 5I-IOE MOULD ,4RE IN15TALLED. o a Ix JAMB (BI-PA5w DRS. PEF PLAN) HEAD DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) MELD DOWN 1/2' 1/2' WOOD FILLER DRYWALL FINISH OVER 2x WALL (SEE lBl-PASS PLAN) DRS. PER PLAN) 1/2"t -� 2 1/4' DOOR CASING (#.366) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE. = 14' MAIN HOUSE GARAGE DRYWALL BASE Bp. TO OVER f LAP SLAB STEP AND C DRYWALL TRANSITION 3 1/4' BASE BD. /(036(0) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' = 1'-0' NOTE: DR UJIN 5 ON 11 "x17" &HEET LUILLY 5E ONE HALF THE &CALF NOTED 5 114" GROWN 3 (045) 5 1/411 CROWN SCALE: P - P-0l lx8 ROUNDOVER W/ (UNITE PINE��� ROUTER 1/2' DRYWALL 3 I/4' BASE BD. 2x6 WALL 36' OR 42' NIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: l''''-0' IXIO ROUNDOVER U1/ ROUTER (UNITE PINE 1/2' DRYWALL 31/4' BASE BD. 24 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: r e 1'-01 TRIM DETAILS x w N W M O h M W It Y 4. �Mn = °E00 a - QM AAAAw� 'A/{ilk NUMM? 22066' ND ROE 7aW BUILDER TO ISSUED 06-16-16 P"SED 07-07-16 10-05-16 11-02-16 DAVIS TRIM TYPICAL TRIM DETAILS • SHEET • LJ-60130-5 OAK 5 1/4" LANDING TREAD RAILING LJ-1021 STANDARD - 42" H. ROSETTE 461 KNEEWALL (OPT. LJ-6010 � LJ-4040� RAILING SHOWN) NEWEL POST�� Ix6 PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL QUARTER TURN NEWEL LJ-4045 LJ-4040 POST NEW L P06T NEWEL POST OPT. LIH-MG2KNUC44 -BY WROUGHT IRON BALUSTERS LJ-1021 PAINTED BASE ROSETTE �.-1x6 PLATE LJ-6010 1x12 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) CAP MOU D STANDARD - LJ-8014MR1 Ix12 SKIRT TREAD FOR CARPET (OPT. LJ-8010 SERIES BOARD TREAD SHOWN) LJ-WS OAK _ 1x$ PAINTED LINEAL COVE - RISER MOULDING LJ-8010MR1 BASE --� - OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL P06T 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR D ETAI L GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ-5n0-5 OAK 5 1/4" LANDING TREAD I I � STRIP FLOORINGS I 4- SELECT 2 I/4" STRIP FLOORING- LJ-4042 NEWEL POST Z- LJ-8010MRI OAK TREADS -7 Li-6010MR1 OAK TREADS LJ-8010MR2 OAK TREADS RAILING LJ-4042 NEWEL El'POST SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHD/-XCix STAIR FLOOR PLAN w,S. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS LJ-4040� NEWEL POST NEWEL POST SECTION 1x12 SKIRL Ix6 PAINTED BASE CUT THRU^`\ „ k BOARD PLATE WALL •:`�< j 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 BASE S-TURN MOP D STANDARD - LJ-8014MR1 LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. Li-8010 SERIES (3 PER TREAD)10 TREAD) LJ-602I5 OAK 1x6 PAINTED LINEAL COVE RISER MOULDING --�-- LJ-8010MR1 BASE PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3015 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR D ETAI L N.T5. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN06E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 16, FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 16 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER 6TART6 WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DE61GN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. 8" QAK LJ-8014MR1 ������������������������� ``FULL HT. WALL TREAD LJ-8010MR2 CARPET STARTS TREAD AT THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN r "\\ _ .K SECTION-```` CUT THRU WALL . < LJ-1041/5 5-TURN Ix12 SKIRT BOARD /- LJ-6010 RAILING BASE GAP MOULD STANDARD - LJ-8014MRI LJ-505 WOOD TREAD FOR CARPET BALUSTERS _ (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-W0 5 OAK LINEAL COVE MOULDING BASE----'" Ix8 PAINTED PER TM LEVEL 3 1/4" OR 5 1/4" R15ER Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL P06T BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN, BASE CAP MOULD Ix12 SKIRT BOARD 5UB TREAD 2x12 STRINGERS LJ-5015 WOOD BALUSTERS (3 PER TREAD) LJ-6010MRI OAK TREADS LJ-5095 OAK LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD TYP. OPEN TREADS W/ PICKETS AT STAIR::) DETAIL norroecue LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE POST LJ-6010 36" H RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) NEWEL42 WOOD TREAD POST Ix12 SKIRT BD !Y BASE LJ-80S OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BABE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. N.T.5. 3/4" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL W AN N to � N a� r- u� cn N N v � r- Li ►11 LJ-4010 LJ-4046 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.S. 4 LJ-5015 LIH-HOLI5A5K44 LIH-HOL25A6K44 LI14-HOLIKNUC44 LI14-HOL2KNUC44 LI14-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES — LJ-$015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ-4042 NEWEL PORT LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIH-HOL25ASK44 (DOUBLE BASKET) LIH-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE 5A6KET6 AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: fRAUJIN 6 ON 11 "x17 SHEET WILL 5E ONE HALF THE 5CALE NOTF=�) N.T.S. N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER6 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL LIP-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF -- SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS x 2 w i� N W O N ►�. o (o r �i M �`�� %. 6 0�0 as Id <• O �I � �Nm *JOB NUMBER 24163.01• CAD FXE NAME MM—Dr A L ISSUED 04-05-13 REVISED a9-�-13 12-19-14 01-26-15 02-06-15 a2-17-15 02-18-15 05-26-15 06-29-15 IM DAVIS BEWS DESIGN GROVP 00 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.00M TANAPA • IDENVER. EST. 1994 STAIR • nnE . TYPICAL STAIR QETAILS • SHEET • SD.