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516 Red Rose Ln 18-1229 (a)
LOT 166 - THORNBROOKE 40's BOCA GRANDE GARAGE RIGHT INCLUDED ELEVATION "TRADITIONAL" TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5UB-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 30" UPPER KITCHEN CA51NET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RIPCORD COI''` REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER .�..-.._.�� DATE � SANEORD BUILDINCa _DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST ,Results to be Verified at Stab inspection r�,UILb/N c S p0 L)~0 ,0 0�F.:r #1 8 - 1 2 29 REDRAW NOTES 02-01-IS CREATED LOT SPECIFIC PLAN FOR LOT 166 IN THORNBROOKE 40'5, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: CEILING FAN PRE-WIRE5, FLOOD LIGHT PRE -WIRE W/ 5WITCH, (4) RECE55 CAN LIGHT5 W/ 5WITCH IN GAME ROOM, UNDER CABINET LIGHTING, RAILING, PAVER DRIVEWAY, LEAD WALK AND PORCH, GAME ROOM, TRAY CEILING PACKAGE AND ADDITIONAL SINK IN BATH 2. SQUARE FOOTAGE CALCULATIONS ELEVATION 110 MAIN FLOOR LIVING S.F. 998 UPPER FLOOR LIVING S.F. 1427 TOTAL LIVING S.F. 2425 GARAGE S.F. 510 PORCH S.F. 53 LANAI S.F. 150 TOTAL UNDER ROOF S.F. 3138 TOTAL WIDTH 30'-0" TOTAL LENGTH 601-4" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS ,► •• /L • � e /�'' � eeee•• fee• O(, R`R GENERAL CONSTRUCTION NOTES: 11 . CHAPTERS AND SECTIONS REFER TO F.B.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZES OR WALK THICKNE65 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA551FICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 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. x N C ULO r0 aN0 Q aMN; 0 L ?;JN L oo�M p 0 -0 .� 0 0C0 E� iL— ID roCj s� �m ro� 0820 Zd CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A JOB NUMBER 28002 • FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE66 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FILE NAME LOT 166 TB F.B.C., - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. ISSUED 02-07-18 REVISED EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C., - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103.12 AND A5TM C 926. PER F.B.C.R. 6TH EDITION (2011) R103.12:1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORRO5ION-RE6I6TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.C.R 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.C.R 6TH EDITION (2011) R103.1.5 OR IN e ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1JI.4J THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 B.F. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103A. WINDOW INSTALLATfON: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.)OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. A5PHALT 5HINGLE5 (IF APPLICABLE) : 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52:6 AND RW521b.1. 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (42), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R9W5.1.1. FOR ROOF,SLOPE5 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 RW5.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C., - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsD IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118, In OR 120. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/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 RA5118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (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 T-O" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRAPE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 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 I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE65 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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. #26 GAUGE (0.48 mm) SHEET STEEL. OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS 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 IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813, 925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA a DENVER EST. 1994- 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 (0.19 RAD) 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 01 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH • THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY AGCE551BLE 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 "THI5 DRYER EXHAUST 5Y5TEM IS 2197 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • COVER SHEET 156UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE GENERAL NOTES BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE - CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY - OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 • SHEET • cov. Cn N� N e— r 00 FOOTING LEGEND: P1 12" DEEP x24"44" GONG. FOOTING W/ (3) 5 BARS EACH WAY. G12" DEEP x36"x36" GONG. FOOTING W/ (3)15 BARS EACH WAY. 8 12" DEEP 44"4" GONG, FOOTING W/ (2) 15 BARS EACH WAY. 8 12" DEEP x54"x3O GONG. FOOTING W/ 05 BARS AT 111 O.C. EACH WAY. P4 20" DEEP 40"60" GONG. FOOTING W/ (3) 05 BARS EACH WAY. P5 " . FOOTING W/ () S5 BARS EACH WAY, 16 PEEP x24 x24 GONG 00 G 3 B R Fro 12" DEEP 60"Ab" GONG. FOOTING W/ (3) S BARS EACH WAY, THE FOUNDATION 5Y5TEM H45 BEEN DESIGNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2000•PBF (R401.4.1 F5GR) .d F Y-O"x3'-O" A/C PAD (BEE MECH. CONTRACTOR 30'-011 FOR Loci) 15'-01, 15'-011 I I' 4" 13'-61, I-0" 3'-10" 2'-S" 214" 3,411 G I © 8"x8" FTG. W/ I - 05 L — — I �GONT. (TYP. AT LANAI) HB. t INDICATES I - 05 REBAR IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERTICAL REINF. SHALL BE HOOKED INTO BEAM ABV. AND FOOTING BELOW, PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER BOTT. OF FOOTING TO BE 12" BELOW GRADE. -...._.-. G.C. VERIFY ACRYLIC ON LANAI T-/All _ — Zo ELEVATION ( ) O'-411 I m 31.811 81-211 31.211 61-311 21.511 A1_A11 4Y T-211 1-O" K/ itl � G.J. ■ ■ 11/2" RECEBS FOR S.G.D. ----- - -- -------------I-- - ■ 12'-1111 21III I P4 I i PROVIDE CONDUIT 35E ■ ELEVATION AT 0'-0" (ASSUMED) i IN SLAB FOR ■ 3.5" THICK, 2500 OR 3000 P,S,I, i 15LAND ELECTRIC CONCRETE SLAB ON GRADE W/ — — 6x6 WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. VAPOR BARRIER ON GLEAN, WELL ��J ��USINK ■ COMPACTED, TERMITE TREATED, I ■ D.W. - GRANULAR FILL. `,I W/ D15P . 000 Ey/LP4q �oI I ■ I PROVIDE �, L<JI WATER I I ■ 16" WAIT' DEEP FTG. i LINE FOR ICE MAKER 64 W/ 2 - 05 CONT. S1 REF. � ■ I�%'� I I I \\\\\t����ci� m M ■ I �O 15'-IVJII cn I cn i 2'-211 x11 \� 4'-I/AII A11 61.-1�11 K `} nl ■ I77 ZQ 16" W,x12" DEEP FTG. , L W/ 2 - 05 CONT. I I 7 , ■ M � � �, LAV. I ■ 3'-811 i 811 C.M,U. WALL ABV. n, I IT-2" _1 QI 611 J 61-211 1— — —I I 16" WAV DEEP FTG.I,��� -% L_ _j � ■ 7--- ELEVATION i 56 GAL, O -4 I K W.N. ELEVATION - I II I -6 qV4 ( ) 0'-411 5'-21' L -� 8"x811 FTG. W/ I - ■ CONT. (TYP. AT ENTRY) 811 I 26-811 all 6l i v I — ■ G.J. I - - - - C.J.- ■ P1 F3 I'-411 6'-011 811 7r NOTE: u, PROVIDE GAS DROPS I I (IF REQUIRED) FOR ALL GAS APPLIANCES. I qq ■ (VERIFY LOCATION OF ■ 36E I i ALL GAS APPLIANCES ON b FLOOR PLAN PRIOR TO ANY CONSTRUCTION) i i i 1 �I I M �, ■ ■ ■ 11/2" RECE55 FOR GAR. DR ■ ■ ■ `" ELEVATION (-) 64" INDICATED ON TH15 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTA51-15HED NAME), (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT, PLEASE REFER TO 51TE PLAN 50MITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TH15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT iN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDG CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. 9 PAVER DRIVE /LEAD WALK -011 2'-011 REFER TO THIB SHEET FOR 31 PARTIAL FOUNDATION PLAj AT ELEV, "TR B11 11TR G11 11M "M-BI'; AND "M-Gl' 2-5TORY FOOTING (TYP.) 20" H. x 20" W. GONG. MONO-FTG, W/ 3 - 05 CONT, REBAR5 PROVIDE 25" MIN, LAP AT CORNERS AND WHEREVER BARS ARE SPLICED TOGETHER. BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE (TYP. 2-5TORY WALLS). TAYLOR MORR16ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * r1.. x 11 " 10 i■ J010O JMh0) N h OJ)�M er 0) Y! Lm >_ : J N M 0 Q iLa Ln O OJ G0 >E �� �W c\I .G -J.— (D to fir. oo y� T' Z N 't • JOB NUMBER 28002 • FILE NAME LOT 166 TB ISSUED 02-07-18 REVISED rr� ur�mr�rrr�rr�r�1� w r w .. v y �111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I 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 15 SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY d- z W O V� C W i0 S0 r-1 O DAVIS $EWS DESIGN GROVP 150 STATE STREET EAST OLDS�MAR, FIAR.IDA 39677 813.925.1300 TEL $13 . 92S . 1$00 FAX W W W.DAVISBEWS.COM TAMPA • D ENVER- -.��.� �-- EST. 1994 219710 • 77TLE • FOUNDATION PLAN OPT. POCKET S.G.D. • • FOUNDATION PLAN SHEET SCALE: 1/4" : 11_m1l GARAGE RIGHT • • CHAMFER CORNERS CEILING LINE N L% CROWN DRYWALL PAINTED SAND WRAPPED FINISH COLUMN W/ ROUNDED ROUNDED CORNER COINER BEAD BEAD —� COLUMN BASE TRIM TOP OF LOW WALL TRIM BD. CAP AND 5A5E (SEE COL. SIDE VIEW DETAIL) 61/21, �— 42" H. DRYWALL LOW WALL BELOW CHAMFER W/ ROUNDED CORNERS CORNER BEAD PLAN VIEW SIDE VIEW ' DINING ROOM COLUMN DETAIL SCALE: N16. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 5311 WINDOW CALL -OUTS (D 2611 12 5H 1/2 32 5H 22 5H 32 5H W = 3911 © J 13 5H 1/2 33 5H 23 5H 33 5H 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 6311 0 15 5H 1/2 35 5H 25 514 35 5H 12" 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE SPEGIFICATION5, 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-51-1, GA5EMENT- C5MT, OR FIXED GLA55- F.G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.G.R - 6TH EDITION (2011). OPT, SHIM AS AIR SWITCH REQ'p, FOR D15P. �.. 11-011 I" CASING 2x 5TUD5 (PER STD. PLAN) BASE CABINET 1/16D.S.B. " BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" - 1'-0 M,41N FILOOR 6TRUCT1JR14L. LEGxENP 8" K.O. BLOCK FILLED WKI) 05 BAR OVER 8" - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U "5 BAR IA - a" K0, BLOCK FILLED W/(1) 05 BAR CONT. OVER 8" COMMON BLOCK COUR5E OVER 8" PRE-ENGINEERED CONCRETE LINTEL WI(I) 05 BAR, GROUTED SOLID. _ 8" PRE-ENGINEERED CONCRETE LINTEL "5 FILLED WIN) BAR. I.Lij_ a" LINTEL5 SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED W/(U 05 BAR. O - DOUBLE 2x4 5TUD5 NAILED TOGETHER W/ IOD NAILS AT 6" 0/C, TIED TO THE BOTTOM PLATE WITH (U SIMP50N H2.5 CLIP. ® - PROVIDE (4) 2x4 5TUD5 NAILED TOGETHER W/ IOd NAILS AT a" O/C AS EACH LAYER 15 APPLIED, TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. PROVIDE 2-PLY 26 02 5YP BEAM W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 6IMP50N H2.5 CLIP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (1) 51MP50N H2.5 CLIP, 10 - BUILT-UP COLUMN COMPRISED OF (4) 24 STUDS NAILED TOGETHER WITH 2 ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO THE FOOTING WITH (1) SIMPSON A51,166 CONNECTOR. @ PROVIDE 2-PLY 26 02 5YP LEDGER (T.O.L. AT 10'-4" AFF). THE "BASE" LAYER MUST BE INSTALLED WITH EVENLY SPACED CLUSTERS OF (6)10d GUN -NAILS INTO EACH 5TUD/ TRU55 WEB. THE `FACE" LAYER MUST BE ATTACHED TO THE "BASE" LAYER WITH 2-6TAGGERED ROWS OF IOD GUN -NAILS AT all O/C PER ROW, STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8 02 SYP U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA o-+ DINING ROOM COL. DINING ROOM COL. DINING ROOM COL. ASCALE: 1/4" - I'-0" B SCALE: 114" , 11.011 C SCALE: I/4" - 1411 IPAD (SEE ME9. CONTRACTOR IFOR Loc.) T.O.M. 26 5H. T,OM, 26 5H. t_ — — — J 9'-41' HD. AT V-0" 9' 4° Hp. AT 8'-O" H.B. A.F.F. ■ ■ BOTT. OF LINTEL AT 8'-0" AFF, TEiEE REFER TO SHEET ■ 2A2 FOR MAIN FLOOR ,� I G.C. VERIFY ACRYLIC 0 3 3PLAN W/ DIMENSIONS a I ON LANAI 0 �I LANAI q _ GATHERING ROOM x 13'-8"xl4'-4" 'I 0 15'-0"xl0'--0" ° 9'-4" FLAT CLG. A 9'-4" PLT. HT. 0 84 �I CIS a,L T.OM. FILL CELL W/ 9 4" ELEY. "C' ONLY i ■ ■ A 8-Oxa-O TEMP. 5.G.D. 0 35E 4'x 6 I/2" DECORATIVE I I 36" H. COUNTERTOP Q COLUMN ON I I �KNEE (SEE DETAIL THIS a A ■ 42" H. BASE I I C WALL SHEET) ■ 54 ARCH FROM I F- -- — — — — -- DINING 8 0 To 6' 61/211 x III I I DECORATIVE I r — - — �� 14'-2"xl0'-2" ■ 9'-4" FLAT CLG. B ( 42" HCOL. BASE ARCH FROM 10 D.W. 51NK I o ■ V-0" TO 8'-811 FLAT HDR. W/ DI5P, I VENT TO _ _ _ _ _ _ _ _ _ = AT a' 0" KITCHEN OUTSIDE o °° ------ — — — — — -- - 9 4 FLAT CLG. �ARCH FROM STORAGE 0 ° ° lO 8' O" TO 8' 8" UNDER 5TAIR5 ■ 4" x 6 I/2" F6CVERIFY �� BEARING o DECORATIVE ATION OF ��� WALL 3 Q >° COLUMN ON PARALLAM INJ REF. I o _ o 0 42" H. BASE — — — — — — FIELD 61/2" WIDE 5 5H. x 411 DECORATIVE ■ °00 STAIR DATA: COLUMN ON NOTE: o�0 18 RISERS AT 42" H. BASE UP I I I I I BFpS CH AT VOLUME CEILING oo° 020"TREADS 91,411 I 2-5OR AREAS ONLY °o BEARING C G. CL I I I I I 9 LANDING HATCHING INDICATES WALL J - ■ DOUBLE K.O. BLOCK( - COURSE W/ (2) �5 IN o0o HALF BATH I I 11' 4" I HANSON EACH o FLEX 9 4 PED, 15 OP I�G CLG. I- BOX ° 15'-0"x15'-2„ CLG, LAY. ��3 (OPT. O >t-o 9'-4" FLAT CLG. I _J�—I _ I^ IWA5HER , ARCH FROM — --- — �o ;8' (D" TO 8141 I 2-8 x6 8 PKT. U N L_ ti 8" 50FFIT -1 FLOOR gl 411I DIRECT CPT. I I TILE ` 8 GIRDER CLG: I W ( DRYER �I �� 9 -4' 2-6x6.8 -- x- 0o D 00 � I I SC CLG. Li� d J 00 ■ o°o O31.611 S 9 INSULATE "ON-0" 50 GAL. O BEARING WALL PANEL W.H, ° °� O°O ° 2x8 WALL K 00" °° � V ILL 51 ■ PORCH 01 9'-4" PLT. HT. ■ FLAT HEADER I PAVERS FLAT HEADER FILL CELL W/ ELEV. IIC11 ONLY 2 CAR GARAGE ■ I 20'-8 x22'-8 AT 84" A.F.F. AT V-0" A.FF. 9'-4" PLT. HT. ■ ■ 0■ ■ G.C. VERIFY THAT DECO DRAIN ■ 15 INSTALLED AT PLANTERS T,OM, T.O.M. BETWEEN WALKWAY AND GARAGE o V-4" 9'-4" * * * * * * A.F.F. 1'-4" x 1'-4" AFF. G.M.U. COL. (Y REINFORCED W/ AA (3) 05 BARS LINE OF GARAGE DOOR IN OPEN P051TION T- i?. r--_ _ _----------------I 4 ■ I i I I �■ I I 51 I u (TYP.) LINE OF SECOND FLOOR ABV. 16-00-O O.H. GARAGE DOOR I LINE OF SECOND FLOOR ABV. 0 T.O.M. PAVER DRIVE / LEAD WALK 9'-4" AFF, REFER TO SHEET 2DFOR PARTIAL FLOOR PLANS AT ELEV. TR-5 , TR•C1I, 11-A11 , lIM-511, AND 11M•C11 REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN W/ DIMENSIONS co - . w cr_: — �i� 6,•••.... •. �CDe`er ie*,II 111 ■ INDICATES 105 INDICATES 2 S LOAD BEARING WALLINSULATE WALL R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT K m o to 0 0 J ccd) y I °MOM .� N I N ` �Q�M 0 0 LD 0,0r, �- = O 0-j c 3�E - 1 � N � N 4.00CCro� ZCMMGv 11•IA� • JOB NUMBER 28002 • FILE NAME LOT 166 TB ISSUED 02-07-18 REVISED DAVISP-j L BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925. 1300 TE1. 813.925.1800 FAX W W W IDAVLSBEW5.COM TAMPA • DENVER EST. 1994_ 11 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 U 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 CD qq-- z W0 C:) C) C) IOC � 0 J 2190 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • SHEET • REFER TO SHEET 2AI FOR MAIN FLOOR PLAN V NOTE6 v M 1, 13' 811 I1 411 12'-411 11 411 I L — — mlo �I%l l l l ley,f,f' ``� Lu i C5 Z '. fib••••.... • • �� '�1f I110l,```�e REFER TO 6HEET 2AI FOR MAIN FLOOR PLAN 11 NOTES X t0 w. C too 1 0 O -i M (� 'A 1 YI .=(1)�M awn N 6 ,y >_>JN QoLL`9 Lo• O C ro� cO _0-I EI N .a -J �ro� 00 CC Z �` 0 • JOB NUMBER 28002 • FILE NAME LOT 166 TB ISSUED 02-07-18 REMISED DAVIS BEWS DESIGN GROUP --------------- 150 STATE STREET EAST OLDSMAR, FLOR<DA 34677 813. 925. L300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TA A4PA • E?ENVER EST. 1994- i� Flii 1 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 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 SU PPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V) r W c C 0 rvo 0 1 � J MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT 2197 STRAY CEILING SECTION SCALE: 1/2" : II-011 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL 5TRINGER5 TO BE 2-2x12 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 6IMP60N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: of AT MA50NRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC.). •• AT WOOD WITH (4) 0,131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN THI5 WAY, 1_5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONG.), ATTACH FOOT TO FLOOR: •• AT CONC, W/ 1/4" DIA, x 3" TAPCONS AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.G. TO TRU55/JO15T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 26 02 5YP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x121`2 5YP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0,131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T TO TOP PLATE. •• LLEDGERS TO BE WITH: ••• (4) 0.131 x 31/211 NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 5U55TITUTION6 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 4SII WINDOW CALL -OUTS (D 2011 181E F.G. 201E F.G. 301E F.G. 401E F.G. = 24" 1E20 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 3 3611 1E30 5H 2O30 514 3030 5H 4030 5H 0 4011on 1E40.5H 2O40 5H 3040 5H 4040 5H Z 60" � 650 5H 2O50 5H 3050 5H 4050 5H 1211 1E60 5H 2060 5H 3060 5H 4060 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, W uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURE 5PECIFICATION5. z 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- G511T, OR FIXED GLA55- F.G.) ALLLEMERGENCYPE AND RE5CUEOPELY WITH R310PERION (2011). PLYWOOD TEMP. TUB DECK-- GLA55 J SHOWER TUB / SHOWER GL. ENCL. DETAIL SCALE: 1/2" : 1411 �c UNDER-5TAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALL5, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (2011) R302.1 AND R302.11 5TAIR NOTES: RAILING BALUSTERS SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TO CRITERIA 3/4" PLYWD. DECKING MIN. HEAD CLEARAN( 1. MENE �Q M UPPER FLOOR STRUCTURAL. LEGEND 12 - TRIPLE 2x4 5TUD5 (COMPRISED OF 2-JACK AND 1-KING STUDS IF SUPPORTING A HEADER) NAILED TOGETHER W/ 10d NAILS AT 8" O/C A5 EACH LAYER 15 APPLIED, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH lU SIMPSON M5TCM40 STRAP, USING (5)1/411 DIA. X 2 1/411 TAPGON5 INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS, PROVIDE SOLID BLOCKING BETWEEN THE BOND BEAM AND 5TUD5. 13 - TRIPLE 2x8 STUDS (COMPRISED OF 2-JACK AND 1-KING STUDS IF SUPPORTING A HEADER) NAILED TOGETHER W/ 10d NAILS AT 811 O/C A5 EACH LAYER 15 APPLIED, ANCHORED TO THE BOND BEAM OF THE SUPPORTING BLOCK WALL WITH lU 51MP60N HTT4 CONNECTOR. 14A - DOUBLE 2Xb 5TUD5 NAILED TOGETHER W/ 10d NAILS AT all 0/C, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) 51MP50N M5TCM40 STRAP, USING (5)1/411 DIA. X 2 1141' TAPCONS INTO THE BLOCK AND (9)10d NAILS INTO THE 5TUD5, 15 DOUBLE 2x4 STUDS NAILED TOGETHER W/ 10d NAILS AT 8" 0/C, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) 51MP60N M5TCM40 STRAP, USING (5)1/411 DIA. X 21/411 TAPCON5 INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS. 16 - PROVIDE 2-PLY 1.15" x 1.25" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12110.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 11 - PROVIDE 31/211 X 151 PARALLAM COLUMN ANCHORED TO BOND BEAM OF THE BLOCK WALL WITH lU 51MP50N M5TGM60. IS - PROVIDE 2-PLY 2x12 NO, 2 5YP HEADER W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N L5TA12 STRAP. STRUCTURAL NOTES • ALL LVL'S TO BE Fb.:2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8 1`2 5YP UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B,C.R. - 6TH EDITION (2011). 3 TREADS AT 1020" EACH LANDING 42" H. LOW WALL i FLOOR SYSTEM ' ,/361, H. CONTINUOUS 10.0011 GRASPABLE (TYP.) RAILING I" N051NG—=-1 (2) 2x8 (TYP.) BEAMS 1— —I— 7(TYP.) 1 I I 2x TREADS AND Ix RISERS (TYP.) \--2x STRINGERS 2-86-0--�, BFD 12 TREADS AT 10.00" EACH LANDING STAIR SECTION 5CALE; 1/4" : I'-011 (2) 2x8 LEDGERS (TYR.) TEMP. GL. ENCL, ON TUB DECK 1811 H. SHOWER SEAT TILE GI I/1111CC] 1u 9 R, 1 •, O, VSo w v `. i , LIJ s • G r. 'o •�• . .• `VV% WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE 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 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R - 6TH EDITION (2011) R3122 TRUSSES n warNn i vi � ATTIC ACCESS DETAIL SCALE: 1/2" : I'-011 UPPER FLOOR PLAN NOTES. GARAGE RIGHT x r l0 J0�0 0 1 0��C9 mm N , I L. >>JN �aiL 00 � 5 ,0 n o Wro1 3:1111 EjL-L. Y � ��N LJ �co L.0~ to yo T ZN�a JOB NUMBER 28002 FILE NAME LOT 166 TB ISSUED 02-07-18 REVISED r� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVLSHEWS.COM TAMPA • DENVER EST. 1994 o--, roi,62 F111—Luli VORTEX ENGINEERING, I.M. 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 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 V ) �- Z u 0 c) Q ~� 0 c) 57 .III�I Infloo 0 J 2197 , • TI TLE • UPPER FLOOR PLAN NOTES STAIR SECTION DETAILS • SHEET2B1 yo ==�u • RE 2E pl dw w Y � 2� � • 11 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT x 2 Y. to C ° too o In 0 JM�� I 2N W r > �.JN co 6 6QQLL 0 0 � 0J.O �rol cq 00 *+ z�2° • JOB NUMBER 28002 FILE NAME LOT 166 TB ISSUED 02-07-18 REVISED DAVIS BEWS DESIGN GPOVP M STATE STREET EAST OLDRA0, ROR@A 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST.1994 �_Jlrl VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 v 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 mom 7p, c) C:) ~ G'1C.1 cam. L`aG' a 2197 • TI TLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • 1112" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING 3/411 THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE GALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FBC.R - 6TH EDITION (2011) R103.12 AND A5TM C $26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" PLT, HT, 4" BANDING- (TYPJ 0 STUCCO- FIN15H 5ECOND F.F. LINE_ T.O.M. TEXTURED -� FIN15H 6" BANDING (TYR) 4" BANDING (TYP.) MAIN FF. LINE >�< EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 6� G.G. VERIFY12 ALUMINUM OVER ROOF 6� 2x6 5UB-FA5CIA (TYPICAL) /5HINGLE ROOF/ .G .G ro SHINGLE ROOF/ 6" Vni,V �i.bl (TYR) 12 ab ---STUCCO FIN15H WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5EGTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW P455AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FB.C.R. 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 209O PER FB.C.R - 6TH EDITION (2011) R3122 /SHINGLE ROOFF7 ----SHINGLE ROOF -_ nn GRADE LINE TEMP. (ASSUMED) 51DE LT, NOTE: ALL BANDING 15 TO I FRONT ELEVATION_ BE RAISED SAND FINISH SCALE: 1/4" - I'-0" :zlticci :uu a to; z - cj (TYP.) PLT. HT, STUCCO FIN15H 0 DECORATIVE c FIXED SHUTTERS (TYP.) N 5ECOND FF. LINE T.O.M. TEXTURED FIN15H COACH LIGHT 6" BANDING (TYP.) MAIN FF. LINE GRADE LINE (A55UMED) INCLUDED ELEVATION GARAGE RIGHT X Lti w. C U C,ro l(� 0 JMo, mI 2N�Coo) w, it > i j L ` cc" oaIL • 0 0 2LD ... 0 3 coo I 0 0o ro� 41 0 ZN�ei mrrrrrl JOB NUMBER 28002 FILE NAME LOT 166 TB ISSUED 02-07-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORMA 39677 813 .925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISREWS.COM TAWA • i'70l V EST. 1994 q---- r1162311-1-14 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 c) C) 0 0 Lill ■ice O 2197 , • TITLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS 3A1SHEET � REFER TO COVER SWEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LE55 THAN 4:12 * * * II`/All LANAI ROOF HATCHING INDICATES TYP. VENT REQUIREMENTS RECE56 IN TRUSSES FOR OgVE PANG VENTILATION CALCULATIONS TRAY CLG. BELOW (TYP.) (UN.O.) ATTIC AREA =150 SQ. FT. / 300 = 0.50 SQ. FT. X 144 = 72 SQ. IN, i - ----'-----__-__- I ---------- -------- HALF AT UPPER 2/3 ROOF VENTS = 36,00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 36.00 SQ, IN. ACTUAL SOFFIT VENTILATION = 780 SQ. IN. I i 6:12 ------------------- I I TYP. i i UPPER ROOF OVERHANG 1 OFF -RIDGE i VENT REQUIREMENTS AT GABLE VENT (TYP,) �e I VENTILATION CALCULATIONS (UN.O.) I E= j ATTIC AREA =1487 SQ. FT. / 300 = 4.96 SQ. FT. I 6:12 I X 144 = 714 SQ. IN. I HALF AT UPPER 2/3 ROOF VENTS = 356,88 SQ. IN. j # UPPER 2/3 ROOF VENTS REQUIRED = 3 oc I SA j HALF AT LOW SOFFIT / EAVE VENTS = 356.88 SQ. IN. ACTUAL SOFFIT VENTILATION = 939.4 SQ. IN, I I I I e I I � I I I I I i I � I ENTRY ROOF i N VENT REQUIREMENTS _I_ ----- I �e I VENTILATION CALCULATIONS ATTIC AREA = 53 SQ, FT, / 300 = 0.18 SQ. FT. I �, X 144 = 25 SQ. IN.01, ik HALF AT UPPER 2/3 ROOF VENTS =12.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I I yA I IN. �e 6:12 HALF AT LOW SOFFIT / EAVE VENTS =12.72 SQ. _ _ - - _ - _ _ ACTUAL SOFFIT VENTILATION = 76.3 SQ. IN. I I — — — — — — — — — — — — — — ---- ---- --� N GARAGE ROOF VENT REQUIREMENTS NO ADDITIONAL 60. IN, ROOF PLAN EUIRTHROUGH UPPER 03 OFNROOFI 5 REQUIRE SCALE: Ill - 14" REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERI-AYMENT REQUIREMENTS FOR ROOF SHINGLE 6� 12 PITCHES LE55 THAN 4:12 LSWINGLE 12 ,/ Q6 * * * * * 6�!7 ROOF/ Q6 ROOLE 1�2 6 PINT. HT. PI-T. WT. _ 20 (TYP.) %� STUCCO RETURN STUCCO - -STUCCO FIN15H AT SIDES q1 ZF1 FINISH 7 (TYP.) FIN15H SHINGLE SECOND F.F. LINE 3 2 5ECOND F.F. (LINE ROOF 1122 6 _ SECOND FF. LINE T.O.M. _ — T.O.M. T.O,M. - ZTEXTURED �r -TEXTURED s; FIN15W 7 6, "' co FIN15H7 /l MAIN F.F. LINE TEMP. _ _ _ _ _ _ _ _ _ MAIN F.F. LINE _ GRADE LINE (ASSUMED) LEFT ELEVATION, SCALE: 116" = I'-011 M' L %.i 1 1/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED % SAND FIN15H / TEXTURED BANDING 3/411 THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE GIRDER (2) 2x6 LEDGER NAILED T( STUDS W/ (3)10d NAILS AT TOP AND BOTTOM CHORD OF TRU55 CONC, LINTEL SCALE: 3" = 1'-0" TRU55 SECTION AA SCALE: 1/8" = I'-011 * * * * * REFER TO COVER SWEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF 12 PITCHES LESS THAN 4:12 �,11 I� 12 SHINGLE * * * * * 6 SHINGLE Q6 ROOF PLT. HT, _ ROOF —� _PLT, HT. lid ®�'il TEMP. III 4rf WINDOW W/ OPT, --i OWNER'S RETREAT 6, SECOND FF, LINE SHINGLE _ SECOND F.F. LINE TO.M. ROOF -- T.O,M, MAIN F.F. LINE v MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: I/V - I'-0" c EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING WEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM * * * * BEAM 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 FIN16HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F,5.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 6TH EDITION (2011) R3122 301.0 (VERIFY W/ TRU55 MANUF.) 12 12 6 -- ROOF TRUSSES L6 AT 24" O.C. (TYPICAL)" TRAY CLG, 0 N 'S S CLOSET TE BEAM FLOOR 5Y6TEM �- DIN NG L LATH. ROM ROOM SECTION BB_ SCALE: 1/8" = I'-011 12 61% 0,00 12 6 SHINGLE 6 12 ROOF L SHINGLE 12 6 12 ROOF a6 PLT. WT. _ PLT.;T._ 2'-011 STUCCO � RETURN /STUCCO /5TUCGO TEMP. STUCCO FINISH AT SIDES TEMP. FINISH pBg. FINISH � '- FINISN � SECOND F.F. LINE ; ; �_l SECOND F.F. LINE T.O.M. (rYPa /TEXTURED /TEXTURED TEXTURED FINIS FINIS; 7 FINIS; 7 �l F-LINE - MAIN F.F. LINE - - - - - - - - _ .. _ - - - MAIN F. GRADE LINE (ASSUMED) RIGHT ELEVATION. SCALE:1/8" = I'-O'I INCLUDED ELEVATION. x w C Lo aro N 0 JmN0) ID 'n I 2V) �/ M n� W ,; OpjC4 L 00 to �4 � 0-j CO 3IIIIIE -19 m C4 CD to 0o61n y4 o 71 Z C JOB NUMBER 2800.E FILE NAME LOT 166 TB ISSUED 02--07-18 REVISED 11"07M. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAK R.,ORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • IDEN IM EST.1994 v I�1111 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 r� V Z W 0 O UO O 0 0 �iI 2197 • TI77-E • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS GARAGE RIGHT BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6 WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING A- IVIA I tKIAL I'tK VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRIG. HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT _ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING /;15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND PROVIDE 4" -1" BEAD OF SHOWN, CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I L ANDDECK FLASHING. LIQUID NAIL BRAND OR EQUALWATER PROOF CAULKING EXTERIOR FINISH PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 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 F'Q RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr 0 a ��y 4�111 WEATHER RESISTIVE BARRIER x5 OR- SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) � 0 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 i WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 1 FLASHING � 2 Ile i FLASHING i DO NOT FLASH / OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3, FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL (ASSEMBLED WINDOW) f LASHING NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS I 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 ro C UoTo � to U) L - m r >> j N L L M °OLL • 0 0 �= 0 o _o LLy�� L0 �f0 0 a t� y� T" ZN�d • JOB NUMBER 002.000 • CAD FILE NAME FL ISSUED 01-05-18 REMISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DET-4 R -� EST. 1994 • TITLE • FLASHING DETAILS II FL1 11 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 WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF — JOISTS UNDER DECKING (SEE DETAIL WP07) 14 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF a CAULKING ,. SELF -ADHERED FLASHING IMI SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A -- WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING —� �---. 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING REFER TO TECHNICAL / LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE' LETTER ON CHEMICAL i WEATHER PROOF CAULKING DETAIL WP01) SCORED COMPATIBILITY ;.' RELEASE PAPER ° SELF -ADHERED FLASHING / SELF -ADHERED FLASHING, (BEFORE FOLDING, 5GORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM DO NOT FLASH OVER BOTTOM NAILING FLANGE ADHESIVE AS SHOWN) / BOTTOM OF THRESHOLD / SECTION -A (SEE / DETAIL WP02) SELF -ADHERED \ FLASHING ,O / NAILING FLANGE SELF -ADHERED FLASHING y' w O SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT:WALL SHEATHING CONT. GALV. rLr EXTEND MIN. OF 6� FLASHING PER TEXTURED, PAIP OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FII j� SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT ;.:,;>•,;..,:;; ;; .:.,:> ;; SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I 6„ / BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER .Y.IN J J Y�,, DIVERTER ' M FLASHING DRIP EDGE FASCIA FIGURE 1. FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR t° t z*'y FINISH 2" ABOVE A; ° °° Y:, a rat<;�`t ROOF FLASHING e tl'b'e• .,Y .•. CAULKING ' ! f FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ W CONT. GALV. "L' FLASHING PER MANUFACTURE; SPECIFICATION; OVER ROOF ROOF MATERIAL PER SHINGLES W/ TP 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 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT �tD R°�F °�cN METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES qsT o✓O/ N SL ash' R F ©�cK q o TYPICAL ROOF TO Roo R<o��'0 2'S �% NNOsR�yM�NK \\aEN°`PP WALL FLASHING DETAIL �qq otiTo� 5�H °°vRAT c°3?,0 c°°RGoox$E \ sw 2N° 1�T 00 i i RAKE METAL DRIP EDGE TO BE OVER 5° 2� EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT --14" CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE 7' FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR P / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \� THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 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 jp, SCALE: NOT TO SCALE 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" 0.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP BLOCK ®°®°v SCREED ® m INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL SELF -ADHERED — FLASHING PATCH 1DHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. `I K ro w C ro J,�% O O J °h�, ♦♦AA Y/ 5 mm CO T j J N 6 Oaf. • Oro ~ - '6 Tj r. " 600 E �Y rod, L J `ar c � z020 JOB NUMBER 2 7002. 000 CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE S` RYXr EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAN4PA • IDENWR. EST. 1994 F �@ • TITLE • FLASHING DETAILS 410 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE p TYP. 014 AND 012 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL M0 COPPER TO WATER HEATER UNDERGROUND *8 COPPER TO RANGE SERVICE 5Y POWER COMPANY 14 COPPER To 5/8" GROUND ROD ALSD SERVICE TO BE BONDED r0 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. 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.,, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0 RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) 0 PUSH5UTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR sp SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER Aw ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE., A4" (UNLESS A5V COUNTERTOP) TELEVISION., 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 DETECT01;a. 4, ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECIEATION 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 (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 7, 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/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY: ALL CEILING MOUNTED LIGHTS TO USE CEILING FAN RATED BOXES G.C. VERIFY: OPT. FLOOD LIGHTS AT THE REAR CORNERS OF THE HOME FLOOD LIGHT PRE -WIRE VERIFY LOCATION OF SWITCH „ ,, r — — ——i W.P. GF.I. L J COACH COACH LIGHT LIGHT FiFi x m w C r0 J, OJ co 0 2 co > a J N aoll"' 0 �.0 0_J Cp Eb, it ;k r�*� 00 10 z CD el • JOB NUMBER 28002 • FILE NAME LOT 166 T8 ISSUED 02-07-18 REVISED 2197 BEWS DAVISDILVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • L7ENVElZ -� EST. 1994 • TI TLE • MAIN FLOOR ELEC.. PLAN SHEET MAIN FLOOR ELECTRICAL PLAN- 4A . GARAGE RIGHT ELEC I fRICAL <E� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Kkp. WEATHERPROOF DUPLEX OUTLET KN.F.L GROUND. FAULT INTERRUPTER DUPLEX OUTLET K;)-- HALF-5WITCHED DUPLEX OUTLET �0 SPECIAL PURPOSE OUTLET :9 DUPLEX OUTLET IN FLOOR k 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE - C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN (Q EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) C7 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CAM MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN V J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AT RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR. SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION...14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL 5E 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 COM51NATION TYPE AFC.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 GP.C,I. PROTECTED (G.F.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA 10, N.EC. 2014, FB.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5URNING 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/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 7 ----------------- 3 ® I OWNER'S SUITE ROUGH -IN FOR OPT. FAN/LIGHT SD / CLEAR PKT. �j NORIZ. MA LIGHHTTS P W.P. ---- AH. (0 GAME ROOM ROUGH -IN �? �_ p T FOR OFT. , 6wil CH FAWLIGHT J a L]1 BEDROOM 2 ROUGH -IN FOR OPT. FAN/LIGHT SD — — � CMO SD SD ROUGH -IN FOR OPT, FAN/LIGHT BEDROOM 3 W.P. BATH BATH 2 HORIX, MAKE-UP LIGHTS a ROUGH -IN FOR OPT. J FANLIGHT BEDROOM 4 ___--- --_ -- FFF x ro C arN0 JO O JM�� i 0 N CO CO) > i J N V o�M 00 v_ -Oh � -= 0 0 E �Y ro0) cq fp �L40 0 z lot 41 • JOB NUMBER 28002 • FILE NAME LOT 166 TB ISSUED 02-07-18 REVISED 1 1-6 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXWAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM T'AMPA • DEIVVER EST. 1994 F---- 2197 • TITLE • UPPER FLOOR ELEC. PLAN SHEET UPPER FLOOR ELECTRICAL PLAN 4B GARAGE RIGHT w I FLOOR TRUSSES I.. `0%11111/1/,�'' FRAMING F45TENEIR CAPACITY LEGEND L °' •U O O 5IMP50N MT5MIb, 20 - (1) ICd w/ (4)1/4" x 2 1/4" TITEN (TYP. 12 SIMPSON WIC (8) Sd X I I/2" ITYP. 5YP FRAME) �� 1•'e Gj� FRAME TO MASONRY) !, '•• ... ••' �2 5IMP50N META18-40 - (1) ICd x 1-1/2" (TYP. FRAME TO MASONRY) 13 5IMP50N MT512 - (14) ICd 11/2" (TYP. 5YP FRAME TO FRAME i�i�d �``o♦ ALL-AROUND) 111 illl O 5IMP50N M6TAM24 . (9) ICd w/ (5)1/4" x 2 1/4" TITEN (TYP. 14 5IMP50N L5TAI8 - (14) ICd (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 5IMP50N LTT205 - (10)-I0d + 1/2" x IC" A.B (TYP. FRAME TO 15 SIMPSON HT520 (24) ICd 11/2" or (20) had (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) 51MP6ON HETA20 - (9)-I06 x 11/2" (TYP. 5YP FRAME TO 16 5IMP50N L5TA30 - (22) I0d (TYP, FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® 5IMP50N HTT4 - (U 5/5" dia. A.B. + 18-16d BOLT IN 5IMP50N SET 1-I (2) 5IMP50N MT515 - (14) ICd 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. SYP FRAME TO MASONRY) IS (2) 6IMP50N HT520 - (24) ICd 11/2" AT EA. STRAP (TYP. 5YP FRAME O5IMP50N MGT . (1) 5/8 DIA. ATR. + 22-I0d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2-PLY lg 5IMP50N 5T6224 - (26)1( d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY)(3%5") 5IMP50N MGT - (1) 5/5 DIA. x 6" ATR + 22-I0d EMBED ATR 5 5/8" 20 (3) 6IMP50N HT520 - (24) ICd 11/2" AT EA. STRAP (TYP. S.Y,P, FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) 5IMP50N M5TAM 36 - (4)114 x 2 1/4" TITEN TO BLOCK AND 1.10d 21 (4) 5IMP60N HT520 - (24) ICd 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 5IMP50N LGT3-SD5 2.5 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT A5 DE5CRI5ED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES IMP5ON HTT5 - (1) 5/8" DIA. A.B.+ 26-i6d BOLT IN 5IMP50N SET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 5IMP50N HT5MIb - (a)10d w/ (4) I/4x2 1/4 TITEN (TYP. 5YP FRAME TO MA50NRY K,O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 1� 5IMP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-I0d EMBED A.B. 25 5IMP50N M5TCM40 W/ (14)-16d SINKERS AND (10) " x 2 "" TITEN INTO MA50NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN 5IMP50N SET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 5IMP50N M6TCMb0 Wl (26)-16d SINKERS AND (14) 4" x 21" TITEN 11 6IMP50N HGT 3 (3 ply member) - (2) 3/411DIA. A.B.+ (16) ICd EMBED 2�0 SCREWS A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTES; I. TRU55E5 ARE SHOWN A5 PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTDNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 51MR50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROPE55IONAL ENGINEER. TRU55 DES GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTHERWISE: 1: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N META20 (AT EACH TRU55) W/ (1)10d x 1-1/2" (UNO.) 2: ALL TWO STORY MA90NRY TO TRUSS CONNECTIONS TO BE 6IMP50N HETA20 (32" O.C. MAXI ICd x 1-1/2" (rs5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,*) (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 6IMP50N H10A W/ (18) ICd x 1-1/2" OR SIMPSON HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 5IMP50N M5TCM60 MAY BE 51J55TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5FECIF=1C,ATION FOR L-EDGER6 (THE FOLLOWING &HALL APPLY W.N.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12'' O.C. SET AT 511EATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: TH18 IS A REQUIRED TERMINATION FOR THEN SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 51STERED TO THE: WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD 06" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: TN18 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE: FRAME WALL. A TRUSS 51STERED TO THE WALL IS NOT AN ACCEPTABLE BU58TITUTE, UNLE58 THAT TRU55 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. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC2S AT FACE ATTACHMENT OR HT51(oo AT TOP CHORD BEARING AT EA. TRUSS (TYP, UNC). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) 5IMP50N SD825600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ 51MP60N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/1-4UC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MA50NRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA, x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRU55E:5). NOTE: THIS 18 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLE65 THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE: LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) 5IMP50N SD525(o00 SCREWS AT EA. STUD (16" O,C, MAX.) W/ SIMPSON HU/HUC20 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D, HU/HU=e$-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 101VO C7 J a z • x C r� 0 Jr�il�� V/ 28002 LOT 166 TB 02-07-18 A 62 IF, I Lil I, Tmom c) C) rvoo MM rie c) 0 >"M T VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEW ED THE A ACHED DESIGN, AND FIND IT TO BE INCOMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W 1 DAVIS BEWS DESIGN GROUP 150 STATE STREET' EAST ©I.DSMAR, FLOR.IDA 39677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVIS$EWS.COM TAMPA • DENVER. �� EST.1994 ��- 2197 , INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGHT11 • TITLE • TRUSS STRAPPING PLAN • SHEET • TR GENERAL NOTES: CEILING COMPONENTS AT ENTRY & LANAI: FRONT ENTRY AND LANAI CEILING5 TO EE 7/S" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (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 PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES 5PECIFIED BY THE TRU55 MANUFACTURER SHALL 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 PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 4 AS SUCH, 15 RE5P0N515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR 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 COMPONENTS a THIS TIME 8 RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED U51NG THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST REGENT 5C51 RECOMMENDATIONS. TEMPORARY PERMANENT BRACING SHALL BE PER M05T REGENT 5C81RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 5PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: I THIS SIGN NAMELY INTEL5 AND WIND • THE USE OF PRE CAST 4 PRE STRESSED CONCRETE COMPONENTS IS ANTICIPATED N DE EL L RESISTANT SILLS SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS. PRE -CAST LINTEL5 HAVE BEEN REVIEWED & PLACED BASED ON THE DE51GN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTEL5 AND SILLS 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 PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'5 5PECIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 8 CLADDING PRE55URE5 REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 8 TRIM: • ALL WALLS 8 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a 16" O.C. TD PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING 5TA1R, BALCONY, OR VOLUME AREAS 5HALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A 5A5E GUIDELINE IN THE A55ENCE OF ANY OTHER DIRECTIVE AND SHALL •• APPLY WHERE WHERE THE FLOOR SYSTI5 NOT EM BELOWNTHESGUARDRAIL 5 PERPENDICULAR, AT 48" O.G. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "5I5TERED" LOCATION (6) 0.131 X 3-1/2'' NAILS EQUALLY •• SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "5I5TERED" STUD INTO THE VERTICAL WEB COMPONENT. AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON 51)525600 5CREWS AT a" 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 1/16" 065 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALLA CRIPPLE STUD SHALL BE 5I5TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH ((o) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY 5PACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL AL60 APPLY AT ALL •• ALLL KNEE WALLS THAT ALSO FORM GUARDRAILS &HALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" .TOE NAILS OR •+ UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 8 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOME5 W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS 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 WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE 7/8" STUCCO OVER 15/32'' 065. ROOFING 4 FLASHING (NOTE. SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR A5PHALT 5HINGLE5 SHALL BE GALVANIZED STEEL, 5TAINLE55 5TEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R905.2.5.1 • SHINGLE UNpERLAYMENT. MIN. 30" FELT (OR PEAL 8 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.7. • TILE UNDERLAYMENT. PEAL # STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. RICK 4 STONE: STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS a 24" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/5 DIA. X 4" LAG SCREWS a 12" O.C, W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. d F.B.G. CRITERIA, OR BY OTHERS. • 5RICK/5TONE TIES, ANGLES SUPPORTS, AE5THETIG FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/,45GE 5 AS APPLICABLE, • VORTEX ENGINEERING, LLC. 15 NOT RE5PON515LE FOR BRICK/STONE INSTALLATION INFORMATION, AS 5RICK/5TONE DE61GN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, B LIMIT DEFLECTION TD L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 8 ITS SUPPORT EXCEPT A5 NOTED IS BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLA5HING5, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 8 NATURAL STONE. SIMULATED PRODUCTS 8 VENEERS SHALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODE5 4 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURE5 (TMS 402/ACI 530/145CE 5). 1.3.1 THE MASONRY 50CIETY DIRECT DE51GN HANDBOOK FOR MA50NRY STRUCTURES (TMS 403). 1.4, AMERICAN 50CIETY OF CIVIL ENGINEERS MINIMUM DE51GN LOADS FOR BUILDINGS B OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION S ERECTION OF STRUCTURAL STEEL FOR '5UILDING5 LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 P5F FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU55E5 WHERE ANTICIPATED FIN15H MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2, IT 15 THE CONTRACTOR'S RE5PON515ILITY TO INFORM THE TRU65 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2,4.1, STANDARD CEILING FINISH 15 5/8" OR LE55 GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLA5TER OR TILE CEILING5, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA, 3. 501L: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401A.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE 50IL BEARING PRESSURE OF 2000 PSF. 3.3, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 'a 20 DAYS (U.N.D.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.D.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4.13. USE 0.15o BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP 5PLICE5 4 H00K5 SEE TABLE, 5. MASONRY: 5.1. MASONRY CONSTRUCTION $ MATERIAL5 SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/,46CE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: $ THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES, 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT, 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 f'm =1500 P51. 5.2.3. DETERMINATION OF GOMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF S"-il". 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE IeOO PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE-6TRE65ED TENDONS, 4 METAL ACCE550RIE5 SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.e. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUIT5 ARE NOT APPLICABLE. 5.4.2. ACCE56ORIE5 ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE55 CLEARLY DELINEATED AS "REQ'D" 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/AGI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE IN ACCORDANCE WITH E/51 HOWEVER, ALTERNATIVE ACGEPTA BLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/0'7, AND 'MICHIGAN CONTROL JOINT' 6. WOOD FRAMING- 6-1- DIMEN61ONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, $ FREE FROM WARP. 6.3, FRAMING WALLS & COLUMNS 6.3.1. 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 STUDS TO BE SPACED 'a 16" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *12 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL 5TUD5 OVER a'-O a MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. MIN, 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACK5 NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRU55/JOI6T ABOVE. 6.4. ALL LUMBER IN CONTACT WITH 11,45ONR'I' OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. (0.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" D.C.J. (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. Sf =AN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. (o.6.2.WALL: 7/16" MIN. THICK SUPPORTED OVER 24'' MAX. 51=4N. 6.6.3. FLOOR: CARFET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.7 ALL NAILING 4 BOLTING SHALL COl"IPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 5Uf=f=LIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O,). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHfNG 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/52, ATTACH TO SLAB WITH 1/2 DIA. x 10'' A.B.6 24" OC. OR TD WOOD FLOOR SYSTEM WITH (2) 5lMP60N 5D6256OO' e 24'' O.C. MAX. TO FLOOR TRUSSES OR BLOCKING A5 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH S1MP50N HTS16 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'F'/52. 5LOCKING DEFINED (THE FOLLOWING &HALL APPLY .N.O,) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED A5 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) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A NALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATN15E), 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 AS THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL NEB 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 NITHIN A ROOF TRU55 NEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATN15E NITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKIN NITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL NEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECESSARY TO FACILITATE THE ITEM FOR NHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER NALL TO THE MA50NRY OR FRAME WALL BELON WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH 5UPPORT5 THE SHEATHING 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 A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR 51JCK ATTACHMENT O G P Y ..O. • IF Ix -..ATTACH WINDOW THROUGH BUCK TO MASON Y/WOO FRAMING. IF 2x ATTACH TO 2x R D BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS a 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT. LIMITATIONS (THE FOLLOWING PPLY U.N.O.) FsF EX ENGINEERING, LLC. HAS CHECKED THE HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION R301 OF THE FLORIDA ING CODE, RESIDENTIAL 6TH ED., ANp IS NOT ONSIBLE FOR THE DESIGN'S ARCHITECTURAL R DRAFTING CRITERIA (LE, - DIMENSIONS, ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN 15 THE RESPONSIBILITY E DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UND.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE 51DE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 6LA55 5HALL 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. 5PECIFICATION5 FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. SPECIFICATION FOR LANDINGS $ STAIR CONSTRICTION v (THE FOLLOWING SHALL APPLY U.N.O.) • ALL 5TRINGER5 TO BE 2-2X12 +2 5YP. ���� ! ••••. • ALL 5TRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER. + 5TRINGER5 RUNNING PARALLEL TO 4 5UPPORTED BY A WALL SHALL BE ATTACHED: •• a MASONRY/GONG. WITH 4" DIA X 3" TAPCON5 AT 8" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.. •+ v WOOD WITH (4) 0.131 X 3j" NAILS AT EA. STUD MIN. (16" O.G. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE &HALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• CONC. W/ 4" DIA. X 3" TAPCON5 6 12'' O.C. •• WOOD ATTACH W/ 0.131 X 3�" NAILS AT 8" O.C. TO TRU55/JOI6T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32'" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• J015T6 TO BE 2X8 12 5YP, MIN. 6 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 5YP WITH 2-2X4 5UPPORT 5TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X3�" R.5. END NAILS AT EACH LANDING J015T, 6 (2) 0,131 X 3�" TOE NAIL5 FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3"" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCON5 ,0 8" O.G. STAGGERED e MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP&ON LU526 HANGERS OR EQUAL. • THE 5PECIFICATION LISTED ABOVE OR MINIMUM 5PEG5. SU55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 8 HANDRAIL& ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENT5 OF FBC TABLE R301.5 4 SECTION R312. CONFLICTS (THE FOLLOWING 5HALL APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED Valt 110 MPH N L ( ) THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY II 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 M05T STRINGENT CRITERIA $HALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE 5HALL CONTROL. ROOF @ 10 SQFT + 28.6/- 117.1 PSF DIJCLAIMER @ 20 SQFT +26.5/-109.1PSF (THE FOLLOWING 5HALL APPLY U.N.O.) © 50 SQFT + 22.3 /- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE Q 100 SQFT + 20.2 /- 91.8 PSF FIELD ,AND REPORT ,ANY DI5GREPANGIE5 TO THE ENGINEER PRIOR TO 5TARTING ANY WORK. WALL © 10 SQFT + 49.7/- 66.7 PSF ANY GHAN6E5 TO THESE PLANS, RE6ARDLE55 OF Q 20 SQFT ++ 46.3/- 62.362.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL © 50 SQFT + 44.656.9 PSF OF VORTEX ENGINEERING, LLC,, 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, LLC. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 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 THE5E 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 DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX EN6INEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE95.TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK 0 0 0 w F-90 W m E O O d t o p w w u� gZ �oE z Ln �50a„o N wZ0 W Zur Y to M w 00 Ln „-�J3 O w ` W y�yG� ?Qa�zz O O -' cC u- FQ~� Zw}w0 J OWG l.L ui �za�vLU Z W = J 'Zy'0Z mQZ w4-�Cp Ww-�F _ Q �ausLu Q I,U warm x O m r-Am N LD uj H Z to M N CL m 4C , ¢ 'It Ln 00 J Co W '� �-�, Ch O Ln _ oo Z w O N Q _ ZLL h Q Y w Z Ki 0 G� WZ vi a a O c I Ni�'r,, . 0 .'e. U, . zi DATE 01-17463 SCALE NOTED DRAWN MK/PDK JOB - content: ructural NOtea Sheet number: 1 142-21. PRE- ENGINEERED WOOD 12 TRUSSES a 24" O/C UPLIFT CONNECTOR (SEE TRU55 ITYPJ SEE ELEV. SHEET FOR SCHEDULE) SIMPSON 51=2 a EA.5TUD --- 7/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING 5.P.F, TOP PLATE 2X4 PT STUDS a 16" O.C. OR CRICKET AS (1nX4 PT STUD a 24" O.C. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT 5TUD5 UNDER HIP CARRIER/GIRDER TRU55 SIMPSON 5PI e EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. a 24'' O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 a EA.5TUD MOISTURE BARRIER 8"X0"X16" K.O. BLOCK W/1 O5 CON (1)05 VERT. IN CONG.FILLED CELL e FILLED W/2500 P51 GROUT W/ 5TD. 90° HOOK iN K.O. BLOCK d� 9 ' °d d 43=2-1/2'1 l *4.2-1/24. °° / d I .d ° 41 d E 4 d . 1'I c' n�n LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP 5PLICE, EMBEDMENT, d HOOKED REINFORCING 5TEEL (INCHE5) GR,4DE 40 GRADE &0 BAR 512E SEND DIAMETER LENGTH LAP 5PLICE SEND DIAMETER LENGTH LAP 5PLICE 11A�f I1511 ��/•�� ��D�� 1�A1I �I{�I� I�/•�� �ID11 03 11/8 41/2 1 15 2114" 41/2 91/4 16 "4 21/2 6 51/2 20 3" 6 12 1/2 21 "5 3 I/8 1.5 II 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 "1 4 3/5 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 08 - 811 12 24 3/4 14 13.5 28 95 HATCHING LEGEND NOTE: AT 2x6 WALL5 USE 5PH� CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. Kneewall Above Masonry Wall Detail NOT FOR USE IN THE HVHZ IDADE, BROUJARD) (4) 106 NAIL5 INTERIOR LOAD BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 F S-1 SCALE: NTS FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE TRU55 BRG. 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN Rebar La Embedment & Hook Schedule BRG. 2x8, USE SIMPSON SP1'S ON EACH 511DE OF STUD TO "J" BOLT W/ NUT WASHER (REFER TO , S•1 SCALE:NTS SEE PLAN SEE PLAN NOTE: BOTTOM PLATE 4 5IMP50N DOOR MANUFACTURERS INSTALLATION WATCHING LEGEND REGARDLESS 5P2'5 ON EACH 51DE OF 15 VERT. WALL INSTRUCTIONS FOR SPACING 6 SIZE) NOTE: 5TUD BEARING OF HATCHING SHOWN ON FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALL5 USE 5PH6 WALL TO TOP PLATE w/ U.N.O•" CELLS 50LID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR PLANS WALLS THAT SUPPORT 51MP50N 5PH4 w/ SEE TRU55 SHEET FOR ° (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN. (WIO UPLIFT) BEARING WALLf's SIZE) 5YP 2x4 MIN. STUDS a 16" O/C ROOF TRU55E5 12-10d NAILS ADDITIONAL STRAPPING ° • a NOTE: "NOTWITHSTANDING MANUFACTURER'5 FOR SCHEDULE) AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF EITHER e COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE MIN. # SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) 5IMP50N 5PH4 WK12) 10d FOR WALLS LARGER THAN INDIRECTLY HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. MA6ONRY>CONCRETE w/ 1/2 DIA. x 8 COMMON NAILS EA. STUD 2x8, USE 5IMP50N 5P15 ON 1/2" DIA. x 8" GARAGE TO HOUSE WALLS, ARE TO BE BUILT AS INSULATE PER CSULATEPEC5 5TUD5 a 16 O/C " " a 24" 1/2 DIA. x 8 TITEN BRACKET A.B. AT 24 O.C. STARTING 9 MAX. FROM THE SLAB, USE 2" DIA. WA5HER5 I/2" GYP. BOARD EACH 51DE OF STUD TO I/2" GYP. BOARD BOTTOM PLATE 4 SIMPSON TITEN HD a 46" O.C. MAX (SEE INSULATE PER CALC5/5PEC5 BEARING WALL W/UPLIFT O.C. FOR MAX. UPLIFT OF UPLIFT 1500 LBS. ON EACH TRU55 FASTEN PER MANUF. FASTEN SPECS. MIN. AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY 5P2'5 ON EACH SIDE OF 2X S.Y.P. 15TUD5 � 16 O.C. STUD TO TOP PLATES. FOUNDATION (1) 5IMP50N 5PH4 . (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA UNO" PLAN FOR w/ 12-10d NAILS EA. STUD (STRAP TRU55 PAGE FOR LOCATION Gara Door Attachment ARE MIN. STANDARDS, MORE STRINGENT Detail CRITERIA PROVIDED BY THE GARAGE "J" BOLTS 8 WASHERS a 2'-O" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALC5./5PEC5. LOCATION OR OR EXCEPTIONS) a EXCEPTIONS) NEEDED ONLY S-1 DOOR MANUFACTURER SHALL (REFER TO FND E FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE SCALE: NTS CONTROL. U.N,O." WALL THICKNESS) CONT. 2X PT 50LE PLATE �0'-011OL A .. °d.. m a O -0 DBL 5YP TOP PLATE 4"GONG. SLAB, SEE (1) 51MPSON 5PH4 W/(12) 10d COMMON NAILS EA. STUD FOOTING SEE I— ° i FOOTING SEE 1 FOR WOOD FRAME WALL TO --- -~— FOUND. PLAN FOR _, �T - FOUNDATION PLAN FOR I^ I — FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. I�I SIZES 4 MORE INFO. =III —III— FOR SIZES MORE OCCUR a A LINTEL USE I/2 x 6 9P4 � TOP EL V IO'-0" TOP OF SLAB _ INFO. THREADED ROD SET IN Load Brn Interior Stud Park. Detail Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. `+ 3 SCALE: NTS S 1 With Uplift SCALE: NTS 2 X S.Y.P. STUDS 1611 O.G. -U.N.O. W FOOTING SEE 9 SEE FOUND. PLAN Without Uplift p W `n FOUNDATION PLAN FOR • < LOAD BEARING OR SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. SHINGLE TILE ROOF -SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL :. 2 X STUD l95% MODIFIED PROCTOR PER ASTM D155`I) PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 a 24 O.C. -- ---- 8" G. M. u. Gara a Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS. (TYP1 SEE 10" x I/2" DIA. "J" CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR a TIME OF ELEV. R-35 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS e .a . 1 X P.T.STUD $-1 W/ Uplift SCALE:NTS INSPECTION. IF SHINGLE 15 USED, 2'-0'' O.C. (MAX) N S VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.2.1. TRUSS SHEET FOR MORE INFO. FOR EXTERIOR 10 Or BRNG. OR GARAGE 1/2" DIA x 6" FLOOR BRNG WALL f,. TITEN HD TRU55 (4) 10d NAIL5 INTO DBL ELEVATION VARIES BRG. TOP OF MASONRY TITEN HD 45" O.G. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 241, O.G. IF EXTERIOR FIN15H I/2" GYP. BOARD TYP. SEE NOTE ON N-1 PAGE FOR GARAGE ELEVATION PAGES FOR 6OFFIT/FA5CIA DETAIL WITH UPLIFT, b (SEE ELEVATIONS) SECURE PLATE W/ 10'' 1/2 I/2" GYP, BOARD APPLICATION , ,- k —': '-' ° — - — = GRADE DIA. "JII BOLTS 8 VARIE5 SEE ROOF PLAN b .' p b WASHERS a 4'-0" O.C. d4 b pp aT (MAX.) CENTERED ON 2X 5.Y.P. 01 STUDS e 16 "O.C. Ix2 PT NAILER 8"x8" K.O. CMU BOND BM. w/ 1 -5 BAR (I) SIMPSON 5PH4 ° o b. a b. I WALL. (REFER TO FND d 1/2'' DRYWALL CONT. (MIN LAP = 25") GROUT CELLS 50LID - VERIFY W/ FLOOR PLAN. TYP, e d o ., ; ' ' p b _-1 _ �= _I FLR PLN FOR WALL THICKNESS) INSULACALC5ION OR INSULATION OR PER ENERGY VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL a _ I CONT. 2X PT 50LE PLATE EMBED ACI 5TD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE o .. a b.' a — _ 4 CONC. SLAB, IN BOND BM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR b — — — — — — —� I SEE FOUND. PLAN 51ZE5 8 MORE INFO. — -- FOR MORE INFO. PRECAST CONC SILL — — —I I = I � 1=_ � ' EL V O'-O'� TOP OF SLAB CURTAIN NAILER PT -1 _= �— 1 I f = 1 1 �' Ix4 e WINDOWS 4 S.G.D. 05 BAR VERT, WALL REINF. CONT. NOTE: III III —III- — — — — — — TO BOND BEAM. EMBED ACI STD.CONNECTORS T2 S N OF S H4 GONN CONNECTORS SHOWN. A x AT 2x6 WA SUS S H6I P E -Z s WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE °' SEE FOUND. PLAN (WHERE APPLICABLE) CELL5 SOLID. 2x8, USE SIMP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'5 ON W FOUNDATION PLAN ` EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 8 MORE a CLEAN a COMPACTED SOIL. Ix2 PT FIR STRIP e 24" O.C. 8"xl6" C.M.U. PER ASTM G-90 (TYP.) FM:nOO P.S.I. (MIN.) W/ TYPE M OR INFO. (95io MODIFIED PROCTOR PER ASTM D1557) 5 MORTAR PER ASTM C-210 Ix4 PT BASE NAILER INSUL. PER CALC5. 8 5PEC5 4"CONC. SLAB. SEE FOUND. PLAN ELEV 0'-0" TOP OF SLAB FOOTING SEE — — — FOUNDATION PLAN FOR SIZES 4 MORE INFO. ° 5/5" CEMENTITIOU5 FIN15H PER Typical Ext. Masonry Wall Section FBCR 103.E SCALE:NTS CMU WALL -SEE PRE -FORMED CONTROL JOINT PLAN & SCHEDULE - CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 8 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail $-� SCALE: N.T.S. NOTE: SEE N-1 FOR ADDITICaNAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK GGUR&ES M1551NG ANCHOR 50LT5 AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" D.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1, 5/0" DIAMETER x 6" EMBEDMENT SIMP50N TITEN Hp ANCHORS SPACED A MAXIMUM OF 48'' O.C• IF RE515TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C, IF RE515TING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE:NTS K Garage Wall Section Brn Wall S-1 W/O Uplift SCALE:NTS 1/21' GYP, BOARD 24 STUDS e 24 "O.C. SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PIN5 a PER ENERGY 48" O.C. OR EQUAL CALC5./5PEC5. CONT. 2X PT 50LE 4 CONC. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL V 0'-0" TOP OF SLAB 4 -_ Uj W SEE FOUND. PLAN FOOTING SEE IL. FOUNDATION PLAN FOR CLEAN e COMPACTED SO SIZES 8 MORE INFO. (e5% MODIFIED PROCTOR PER ASTM D1557) M Garage Wall Section Non-Brn . S-1 SCALE:NTS EMBED ACI STD. HOOK IN BOND BM. T I EMBED ACI STD. HOOK IN FOOTING Yd �F •4 L Masonr S-1 F EMBED ACI 5TD, HOOK IN BOND BM. ;• y e —K.O. CMU BOND BEAM -*5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =#5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. —CLEAN OUT 0'-0" FINISHED FLOOR - FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO Cell Detail SCALE:NTS 8x8 K.O. CUM BOND BEAM w/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ I- S BAR CONT. #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 777 °5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT 5TD. HOOK IN FOOTING J 0'-0" FIN15HED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. •d ° d N Mason Column Lanai/EntryD etall S-1 SCALE: NTS *5 BAR TRANSITION Z STEEL ACI STD. n-1 .. HOOK (TYP) CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BONI OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF c USE 6IMP50N 5E' HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDt' 5" SIMPSON SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB VERT. WALL REINF. ``��11111111�rr �;W -- ; w t,, ; ©�; , NOTE: • M1551NG DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 S BAR, INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE 5IMP50N SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M156ING RU56 ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M156ING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE 51MP60N HT5M16, MAX. CAP 15 1175 1. MAXIMUM OF 5 IN A ROW e 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-1 SCALE:NTS TOP TIE BEAM �- *5 VERT. CORNER CELL FILLED W/ n CONCRETE N _ 15 LAP CONT: 05 25" LAP R Corner Continuity Detail $-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY P19CREPANCIF-5 TO ENGINEER PRIOR TO 5TARTING ANY YVORIG. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, REGARDLESS OF HOYN MINOR, KTHOUT ARITTEN 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 ¢ in p LU zOZO w�ua,cNW7w u, E F !c¢g Uj d O�w w> 5�u x 3�gz''� C> "oaz w = LuZZC,1'' YC� ♦� N 1n M >l: r+a �a r_ � =zZz O�cc��Z N J w 00 rao—Q znga=3 �(�ww 2 0 © Q2Zud }y N a © W Cull W=q UJ _j LL y 0 Z.WW ^ fJ z0WthV) W CC (D -J zz WzZ>CQQ uS=Qz4avi Z ra,n a, ~Lv 2 m wwlu V) u o �M J r-i M 1.-- LLn W o- N cn —� W kD O J N o v z LL Q . w Z �c+n0 0� W J 000 a U_ U Q � vi z 0- � � O 0 U) 0 LU DATE 0147443 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 51 SHINGLE / TILE ROOF 12 PRE ENGINEERED WD TRU55 6 24'' O.C. - SEE ELEVATION SEE PAGES FOR MOREELEV. (TYP) INFO. FASTENING TO INSULATION PER ENERGY CALCS, BE AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO HURRICANE ANCHOR a EACH TRU65 SEE PROVIDE MANUF. 40 TRU55 SHEET FOR MORE INFO, DOCUMENTATION TO INSPECTOR a TIME OF ELEVATION VARIES INSPECTION. IF SHINGLE 15 USED TOP PLATE UNDERLAYMENT TO COMPLY WITH FBCR 905.2,1. 1/2" GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION VARIES SEE ROOF PLAN D5L. "2X" TOP PLATE W/ SIMPSON 5PH4 a EA. STUD W102) 10d SEE FLOOR PLAN FOR EXACT NAILS EACH. SEE HEADER SCHEDULE (2-2XI2 U.N.0) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER WINDOW SEE FLOOR PLAN FOR SIZES PER HDR. DETAIL "J/52" GYP. BOARD RETURN TRIM VARIES - SEE El EVATION5 DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING - WITH 4-16D COM TOENAILS a EACH ENE) CX)Fwl R P CLOP BY Tpw" M~. w EACH TRUSS TYP. LOAD BRARMG WAIL C M r. 2"x4" • 16" OTC• (614" BOTT. PLY„ DOUBLE TOP PLV USE 81MPSON BPZ • STUD TOTOP K ATE, 6M Gn D TO BOTTOM PLATE, OR EQUALS. PI®OVIOE 81wP80N MTS12 At BOTTOM PLATE t0 BLOCKING BELOW (24" O,1C) ROM TRUSS BY ROM TRUSS MA>`NN? TYP. V 20x4" BLQCKMGi AT 24" OTC. BELOW 810E WALLS — SUPPORTING TRUSSES ATTACH W/8IMP80N A34 OR AT EACH END TYP. BIMPSON LOTA12 AT EACH STUD TO BLOCKiNCIL 2-20x4" BLOCKING tUrN 4-160 COM TOM"IL8 2XI2 WITH RADIUS CUT TO DESIRED PRIC�ILE. 3AN RAVE DEPTH REQUIRED MIN. SIMPSON MTSID F—• EACH TR M 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCONS a 12" O.G. WITH MAX. 6" FROM END OF MEMBER a MA5 OPENINGS. 2X MEMBERS ATTACHED W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. EAC 4 END • END WALL TYP. LOAD BRIG WALL 21!x4" • 116 N OTC• N MT518 (8dL BOTT. PLT„ IF 2X ATTACH TO CMU. 51MP50 EACH TN 5 CBI. TOP PLT-) w/ 1/4"x 3" TAPCON5 a� 12" O.C. W/MAX. 6" V V L5IMP5ON L5TA12 a EACH V V STUD OR EQUIV. ROOF TRU55 BY ROOF TRUSS MANUF. TYP. LOAD BEARING WALL t) CON5T. 2"x4" a 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) Misc. Dormer Knee Wall Attachment Details JSCALE:NTS SCALE`. NTS SEE TRU55 SHEET 2x TOP PLATE FOR STRAPPING CONT. 1/16" MIN.. RATED 5HTG. SEE TRU55 SHEET FOR STRAPPING PRE-ENGINEERED `-PRE-ENGINEERED 112X" SILL ROOF TRUSS. 2X a 16" O.C. ROOF TRUSS, I/2" GYPSUM BOARD IN5UL. PER ENERGY CALCS. 2x BOTT. PLATE PRECA5T ' CONT. CONCRETE LINTEL. SEE 10" x 1/2" DIA, "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN FOR MORE INFO. BOLT a 24'' O.C. PER SCHEDULE, MIN. 16d h" O.G. 114"X 3 1/2" NOTE: 4" CONC SLAB 2X PT SOLE PLATE POCKET MASONRY SCREW all O.C. "TYPICAL AT ALL LOAD SEE FNPLAN SLIDING BEARING 5YP, DOOR, PRECAST 0.131 x 3 1/2" COMPONENTS, #I _ J _ ELEV 0'-0" TOP OF 5LAB CONCRETE LINTEL. SEE a 4" O.C. GRADE SHALL BE USED FOR FOOTING SEE _ FLOOR PLAN POCKET 2x4. FOR 2x FOUNDATION PLAN FOR SIZES $ MORE INFO. /A TVDical Ext. Frame Wall Section 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5. NAILS a EACH STUDS SCALE:NTS '0 2x8 LEDGER W/ 1 3 1/2" PLYWOOD 0 RNAILS a EXTEND PAST EACH STUDS A EA T FLOOR RUSSES PRE-ENG. WOOD FLOOR TRUSSES PRE -ENG. BE "I 5IMP50N PRE-ENGINEERED WOOD ROOF LUS, L5u; OR WOOD ROOF TRUSSES TRUSSES L55U MIN. PLYWOOD TO 2x5 LEDGER W/ EXTEND TO 4-0.131 x 3 1/2" R.S, INTERIOR BOTTOM OF WALL NAILS a EACH AREA FLOOR TRUSS 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 R.S, NAILS a LAYOUT EACH 5TUD5-, .,, LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRU55 Typical Ledger Detail S-2 SCALE:NTS 2X4 CR055 BRACING a 45" O.G. ON TOP OF RAT RUNS FOR 4 2X4 RAT RUN TRU55 SPANS BRACING a 48" O.C. ON TOP OF BOTT. CHORD FOR 4 TRU55 WOOD TRUS5E5 5PAN5 ATTACHED W/ 3-0.131 x 3 1/2" 2X4 BLOCKING 24" O/C W/ 3-0,131 x R.5.,a EA. TRU55 JOINT 3 1/2" R.5. TOENAILS 3 EA. EN E) STRENGTH OR Vol 5/8" GYP. MASONRY WALL HETA 12 a 24"O.G. 2x FRAME WALL SCALE:NTS FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE U5ED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE 02 GRADE, PLAN FOR 4"GONG, SLAB. PLAN FOR U.N.O." SIZES 8 MORE SEE FOUND. 51ZES 4 MORE 4"CONC, SLAB. INFO, \ PLAN \ INFO, SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" GONG. SLAB a e 5LAB ° .. a ,• a..° HANGER TO ° 4° - BE 51MP50N ° a. LU5, L5U, a °.. a '°. -a OR L55U AQ., I .•' MIN. CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail H , INTERIOR S 2 SCALE: NTS 1-2 SCALE: NTS AREA SEE FLR PLN FOR HDR. SIZE NOTE: AT 2x WALL5 THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-lOd 4 WHERE THE HEADER 15 NOT FULL 5'-0" (1) SIMPSON C516 OR (1) NAILS EACH" OL, WIDTH OF THE WALL, ADD 2x PAD M5TA24 w/ 22-I0d NAILS - NOT OVER RING) BLOCKING m 1611 O.G. RIPPED DOWN CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF STUDS) (U,N.0) THE 5PH CONNECTORS ABOVE THE HEADER, 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 5'-0" USE (2) SIMPSON C516 IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M6TA24 (U.N.0) SIMPSON C516 IN AN 5PH "2x "KING STUD 5IMP50N L530 OR PROVIDE CONFIGURATION. ATTACH PAD BLOCKING w/ (3) 0,131 x 3 1/2" NAILS TO HEADER EQ., TYP. DOUBLE BOTT, MIN. U.N.O." PLATE AT SPECIFICATION FOR KINGS 4 CRIPPLE$ OPENING VER WHEN NECESSARY TO MAINTAIN PROPER (TI- �O O NG HALL APPLY 1�N.0.) -" CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT IS ACCEPTABLE 2X4 RAT RUN . AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING a 48" CRIPPLE 4 (1) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C. ON TOP EACH SIDE OF THE HEADER, SHEATHING a 3�� ELIMINATED t0 MAINTAIN THE FULL OF BOTT. • AT OPENINGS 3 -6 TO 5'-2` IN O.G. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH 51DE OF THE SET, IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE66ER DEPTH HEADER TRU55 SPANS HEADER. WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E,O.R. WHEN THE TOP PLATE 15 2-166 a EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE ELIMINATED THE 5PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. OPENING OVER NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR 2", TYP. SHALL APPLY AND ANY TRU55 CRIPPLES 4/OR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. SIMPSON530O(ON HEADER. H SIMPSON A34 L53O O SECOND FLOG R R0 OPENINGS UN 5'-0" ONLY (1) 51MP50N CONNECTOR EQ., TYP G516 SPAN FLOOR 5Y . TO W/4-5d X 1 1/2'' (ON CONC. SLAB) 51MP50N HTT4 BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (I) 5l8"x8" ATR IN SIMPSON SET & 4-Sd X 1 1/2'' EPDXY 4 (18) 16d NAILS (ON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OVER O/8' AL �HREAD ROD 15? �N WALLS WITH NO UPLIFT, SCRAPPING MAY 51MP50N SET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLES6S5 EMBED A.B. 5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM6O IF FILLED CELL OCCURS BELOW T Detail .Header S-2 SCALE:NTS CMU WALL FROM END OF BUCK. SIMPSON LSTA12 (TYP. ALL 2X WINDOW • EACH STUD OR EQJIV. BUCK ATTACHMENT.) 2-20x4" BLOCKMG UEACH TOENAILS 2x8 PT VERTICAL (ABV.) a WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT a 24" O.C. TYP. Ix4 PT VERTICAL (BELOW) a WALL TO BE ATTACHED WITH M General In 1/4 x 2-1/4 TAPCON a 12 1 O.C. OR PER MANUFACT. SPECS. S-2 n vi v. Lon-Brng.Frame Down Header Detail - S-2 Multi -use SCALE:NTS WALL BELOW SPAN FROM OF BOTTOM CHORD NAILS a EA. S NAIL PECS 121 BOLT fREFLA-hCE I N C>44fRI: • THE FOLLOWINC; "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING 5OLT5. THE REVEER5E IS NOT APPLICABLE. FOR FRAME TO 5LA5 4PPLIC,4TION ONL't'. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN HD 5OLT5 THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2'' x 8" 1/2'' x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED f I- f X d L -L L -1 I- SIMPSON A35 a 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 DIAG. 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 A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHI5IT5 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. SCALE:NTS ---SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0 TH15 SHEET. -FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/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 PLAN5 FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE -TRU55 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) ,STRAP FASTEN EA. STUD NOTE: TO TOP PLATE �u/ "AT 2x6 WALLS USE 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 1(od TOENAILS EA. END SIMPSON SPl w/ 10-106 NAILS EA. STUD FOR STUDS BELOW HDR. 12) SIMPSON 5P4 w/ 6-10dx1 1/2 NAILS EA. STUD 51-H6 CONNECTORS IN LIEU OF 51=H4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 6PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." INSTALL 1/2 X 6 THREADED ROp IN 6IMP50N SET EPDXY a 2'-0" O.C. (MAX) CENTERED ON WALL. GMU WALL - SEE 2X PT g Structural Kneewall FLOOR PLAN FOR BOTTOM S-2 SCALE: NTS MORE INFO. PLATE - EDGES (SEAMS SHEATH BLOCKI FOR WA. PANEL SHEATH FOR RC TONGUE GROOM FLOOR° TRUSS OG. MORE INFO 2x STUDS e 16" O.C. T`rFICAL NAILING SCHEDULE HIGH WIND NAIL SHEATHING 5OUNE)ARY EDGE FIELID 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" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND .r • r ,+�rL r rw' � � s BOUNDARY'''e�� ►o NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. a 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES GYPSUM STANDARD 5CREW/NAILIN6 ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4'' TYPE W OR S SCREWS a 1" O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.G. ALONG EDGE AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/5" GYP, ON 16-24 O.C, WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-3/4" GAILY. ROOFING NAIL OR 1-5/5" TYPE W OR 6 SCREWS a 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/5" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/5" 5CREW5 AT 6" O.C-ALONG EDGES AND 12'' O.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. ,Typical Nailing Schedules (Floor, Roof, Wall, SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, REOARDLE55 OF HOW MINOR, AITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX EN6INEERIN6, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIM5, 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 0 0 0 z o W<ujW w W wmOQ F�Oa 3o=W agE> {>, a �NLLO w ZZ' rI ocd i jddz wzoJ �iiZ�Yo� c u fV N M Lzu zQzz 62=adz 27N w �¢ow z 0� xazww'w xwoszw 0 i-^ c7 , z d -' OWG �A=o W�°tea" �- 3 z0�1:0 zWW w2 J >Uzw(Dwu`�I. J mdz z Q WZz> Q =a� yj =WWW N dQ L 13 JM C9 Ln uj M w �cm �M N N aM 00 W a Cn _i W N v~i W 0A0 3: Ln 1 N Z u_ n Q ID Y Z m 0 CC 00 C a LL X w N g C- 00a 0° 0 4Lp»... • • ° • � G s� ill DATE 01-1746 SCALE NO%ED DRAWN MK4=OK JOB _ Btructural Detail5 Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING 6 4-0.131 4 B,4r OR 0'-0" P11N. 6" o.c. SCHEDULE 'a SPLICE x 3 1/2 COM, DOUBLE TOP PRE-ENG UJOOD TRUSS (T1'P) 4-0.131 x 3" PLATE APA RATED COMMON lad dd 3-0.131 x 3" COMMON DOUBLE STUD EA. SIDE OF JOINT 0.131 x 3 SHEATHING. SEE r 4-0.131 x 3" 1/2" COM. NAILING SCHEDULE TABLE FOR COMMON 16 o.c. STUDS e 16 c.c. - PT BOTT. ATTACHMENT. U.N.O. 4 N PLATE 2-0.131x3'' r (1) SIMPSON L5TA12 COMMON STRAP 45" O.C. 2x4 BLOCKING (U 51MP5ON L5TA12 1/2 CEILING GYP BD W/ 5d Z!, 5 " 3 1/1° COM. 5 2-0.131 x 3 1/2 USS BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS I" O.C. OR (0 COM. (1) SIMPSON LTA2 48 O.G. ATTACHED CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 1/2 TOENAILS 0.131 x 3 1/2 NAILS (4 BAY OR 8 Ft FROM 5 SEE TABLE BELOW POBLE 6TUD CONDITION TO BOTTOM CHORD EACH END, 6 (011 O.G. MASONRY WALL) 1 FOR LAPSPLICE OF GABLE UNO. CONTINUOUS ' 4 1/2'' GYP BD NOTE: CR055 BRACING 2 8" MASONRY WALL WIN) #5 REBAR IT ALL BLOCKING TO BE «-I A t i+ A 1, Ir-�.-. A I 12GF�� or�n AA11 n r TY#z 5-0,131 x 3 1/2" SOP PLATE FAS�ENE1�5 � COM. 2 �0�r3�� 3 a L,CAN I. IIN NIN(JC N. ,U I T LH I CJN CihA I HrzlJ)NfAL COURSE Ex anded Blocking Information Dia ram 8-3 SCALE: NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) o DOUBLE TOP PLATE 0.131 x 3 1/2" COM, a 16" c.c. 3-0.131 x 3 � p f2-0.131 x 3 1121, COM, 1/2 COM. LAF15PLICE NAILING a SPLICE ALL OTHER NAILING 36" 2-ROW6 0.131 x 3" a 3" O/C 0.131 x 3" a 8" O/C 1 \\\ � r �%�/ �U�ll%�.� \%—,00� — SECURE RIDGE BEAM TO CLEAT W/ I .�,i''/ �� � �� PT BOTT. PLATE I APA RATED 5HEATHING. 5EE NAILING 5CNEDULE TABLE FOR ATTACHMENT. (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT - 4 RAFTER PROVIDE (5) 16d NAILS EA ' \ END TOP PLATE FASTENER 5CWEDULE (INTERIOR WALL) 1_� 4 5TUID CORNER 5INGLE 5TUD CONDITION N MSTA3(p RUNNING ALONG THEE E�XTER OR SIDE LAP5PLICE NAILINGSPLICE ALL OTHER NAILING 2411 .6 60O6 (0.131 x 3° 0131 x 311 a 81' O/C to CONTINUE SHEATHING BELOW VI Ins. I„ 11_ ,I" I- AT CORNER,MAY BE 555 2x4 "T" BRACE CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER 5HEATHING. OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH A5 A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. a 1611 O.C. TRU55E5 a ENTRYWAYS & PORCHES - P5PN58z IN LOCATIONS WHERE A LAP SPLICE 15 OVER I(o'' AWAY 2 O.C. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" - OVERLAP TRU55 BRACING NOT�" __1 WOOD WOOD TRU56E6 a LEAST ONE TRU55 5PACE 4'-011 1 4'-011 12d COM. 0 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE #2 5OUT14ERN YELLOW PINE Q 24" O.G. MAX. SECTION 51ZE SHALL 12" O.C. 4-16d COM. w/ (2) 0.131 x 3 1/2" TOENAILS COOLER NAILS 7" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS, FOLLOWS: 2-86 COM. Irl SIMPSON 5PH4/6/8 EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X1O UNLOTHERWISE,5NOTED A OR SIMPSON I 50O PNFROM OR 6 FEET FROM MASONRY WALL) 4'-0" TO 8'-O" ---- 2X6 15'-0" TO ]6-0`---- 2X12 �° 2-2 x4 W/I/2 PLYWD. `° MINIMUM ALL STUD TO TOP 8'-O" TO IT-0" ---- 2X8 SPAICER NOTE: 2X4'6 UNSPECIFIED FRAME PLATE Gable Dia hra m Side Wall MAY BE TURNED °' ONNRECTIONS F 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) �, FLATWISE SO NO SHALL 8-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. SPACER 15 NEEDED. CON515T OF (3) 0.131 x 3 1/21' 16d COM. e 8" o.c. �10d 0.131"X3-1/2" END COM. -S 8" O.G. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ COM. 6 12" c.c. NAILS OR TOENAILS. APA RATED SHEATHING. SEE 51MP50N M5TA24 TEN51ON STRAP5 a EACH TRU55 USING (14) 1Od NAILS. INSTALL THE 4-16d COM. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 'S EACH 51DE OF TRUSS 8 THREADING *A SIMPSON M5TCM 60 SCHEDULE TABLE LATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAIL5 @ THE U-5HAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. INT.HEADER (NON-5EARING) MAY BE SUBSTITUTED FOR 51MP5ON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKINGAN HTT4 WHERE LOCATION 5/8" DIA A.B. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 51MP50N HT520 W/ ( 20) 106 ALIGNS WITH A FILLED 1'-0' NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRU55 1 /-IAX RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-OIl PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) IOd NAILS. SEE NAILING SCHEDULE p TRUSSES 24 O.C. 5, SECURE RAFTERS TO RIDGE BEAM U51NG SIMPSON L55U210 SLOPING HANGER W/ (10) IOd P General Wood Attachment Details 4 FUZ) CORNER Truss Bracing Overlap Detail TABLE FOR ATTACHMENT. U.N.O. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM k (-I) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 8 (6) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE LSSU28 Wl 110) 10d (5) 10d x 1 1/2" FOR 2x8 S-3 SCALE:NTS STRAPPING INFORMATION A S-3 SCALE:NTS COOLER NAILS 7" O.C. A EQUAL, DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE L5U26 W/ (6) IOd 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" Ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 51MP50N L5TA12 BEAM W/ (8) 10d NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR VOLUME SEE FLOOR PLAN FOR (l) 51MP50N HETA20 5EE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. AREA ��� �. ••• LENGTH WIDTH 48" O.G. ATTACHED TO GAB OM CHORD OF EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, pOgCI�INTCx UNO. Valle Set Attachment Detail .; (1) M5TA30 AT EVERY = O: DBL TOP PLATE 12KO.C. FASTEN GAP TO CHASE w/ �0.131 x 3 1/2 R.S. NAILS 12 P) a. FLAT OR CATHEDRAL U S-3 SCALE: NTS PRE-ENGINEERED PRE-ENGINEERED OTHER STUD (32" O.C. = "E FROM UPPER STUD Y ALL-AROUND 8 MASONRY WALL W/(1) #5 1/211 GYP BD WOOD ROOF TRUSSES WOOD ROOF �TRU56E5 TO L s .0 TO LOWER TOP PLATE, p INSTALL SIMPSON LU524 KNEEWALL REBAR CONT. IN b° NOTE: CROSS BRACING KNOCKOUT COURSE INTERIOR WRAP TOP PLATE AS �+ • •1 NEEDED FOR FULL �',► ''••. %/� WALL SHEATHING NAILED PER ALL BLOCKING TO BE REPEATED 48 O.C. TYP. MIN. EA. SIDE OF THE STUDS MIN. ALL RAFTERS SHALL BE "2 CEILING JOISTS. JOISTS PLYWOOD TO EXTEND TO VOLUME AREA NAILING. IF STUDS ALIGN, � STRAP SHALL EXTEND •.. 'O'/5-2 DBL 2X4 16" O.C. TO BE PER NOTE #1 SOUTHERN YELLOW PINE � 24" O.C. MAX. SECTION 51ZE SHALL BOTTOM OF WALL INSTALL (U M6TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD TO PLATE CONT. TYP. Masonry Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRUSS (SEE PLAN) LOWER STUD. o W/ SIMPSON P G S-3 SCALE: NTS TO TWE LENGTH OF SPAN AS FOLLOWS: AT EACH TRUSS Extended Bottom Chord Attachment Details > HT520's 32'' s "-' 2x4 WE) CONST. O.G. OR G516 TO ALIGNING FLASHING ALL-AROUND �P�D �'8110" ---- 2X6 S-3 SCALE: NTS 1611 O.C. u� w STUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH TWE CEILING FRAM 8'-0" TO 12'-O" ---- 2X8 WITH (4) 0.131 X 3-1/211 NAIL5 WI 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. EA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2XIO CUT OUT5I1DE EDGE ATTACHMENTS L2x4 PERIMETER. IF ABUTTING 15'-0" TO I6-0" ---- 2X12 NOTES: PLUMB TO ALLOW MASONRY USE P.T. 5YP #2 1. ADJACENT NAIL5 ARE 50LID CONNECTION iu/ SHEATHING FASTEN Gs, 16 TOP CHORD TO DIAGONAL ATTACHED W/(4) 0.131 x LEDGER AND ATTACH TO MA50NRY W/ 1/4" DIA, X 3" DRIVEN FROM OPPOSITE SIDES OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" 3 1/2" NAILS 6 TAPCON5 6" O.G. MAX. NOTES : 2. ALL NAILS PENETRATE / BLOCKING w 1/4" x 51' WOOD SCREWS 4" EA. CORNER SHEATHING. 5EE NAILING SCHEDULE M4X INTERSECTING e BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE LEAST 3/4 OF THE THICKNESS OF THE LAST = rn ° m O.C. ALL-AROUND TOP CHORD ENG. TRUSSES 6 24: O.C. TABLE FOR ATTACHMENT. U.N.O. 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING LAMINATION 3. FOR PLY, PROVIDE 1/41' N ° `�" (1) 5IMP50N L5TA12 1/2" CEILING GYP BD W/ ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER X 5 DIA. X LAG SCREWS OR EQUAL = � = EACH END OF "L" 5d COOLER NAIL5 7 O.G. OR EQUAL DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 (SPACE AS, SHOWN FOR = ROOF SHEATHING 2x6 BLOCKING FASTENED TO FRAMING w 4-0.131 x 3 1/2'' BRACE AREA (4 BAY OR 8 Ft SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X SYP #2 AND SAME 3-PLY) 4. FOR 5-PLY, PROVIDE 1/4 '' NAILS EACH END 2x4, 2x6, OR 2x8 FROM MA50NRY WALL) M T .Frame Down CI DEPTH AS, RAFTERS (PT AT MASONRY DIA. X -I" LAG SCREWS ° O.G. SEE FLOOR S-3 SCALE: NTS CONTRACT). OR EQUAL (SPACE A5 SHOWN FOR 3-PLY) I Fireplace Chase Detail PLAN FOR 51ZING OF 5TUD5 PRE-ENGINEERED TRU55E5 6 24" O.C. FLAT OR CATHEDRAL 5. REFER TO ND 15.3 FOR ADDITIONAL � � S-3 SCALE: NTS 2x BLOCKING Q ALL----------_..(1) 51MP50N H1OA OR HT516 SHEATHING 5EAM5, USE EDGE NAILING SCHEDULE. NOTE: CR055 BRACING 4 APA RATED SHEATHING, SEE NAILING ALL BLOCKING TO BE BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 45" O.G. TYP. ENGINEERING U.N.O. $_3 SCALE: NTS 1'-0" M,4X APA RATED PRE-ENGINEERED APA RATED SWEATWING 5EE NAILING NOTES: INFORMATION ° "TYPICAL AT ALL LOAD BEARING 51'rP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD BE SUBSTITUTED FOR R.5. NAILS 0.131 x 3" R.5. NAILS a 6" SCREWS STAGGERED 6 6" ANY STUD WORK AT 16" STAGGERED Q 6" O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF CC; MAX. SPACING (#2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR 5YP MIN.)" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" SHEATHING, SEE TRUSSES 24" a 8" USE (3) ROWS. USE (2) ROWS 6" O.C.. NAILING SCHEDULE D.G. SCHEDULE TABLE FOR ATTACHMENT. TABLE FOR N.N.O. N 142 m h MAX., Ex . C, Enclosed Exterior Frame Wall Table - T . NailingSchedule for Built-UpColumns & BEAMS ATTACHMENT. U.N.O. S-3 SCALE: NTS —SEE DETAIL A NOTE: THREE OR S-3 SCALE:NTS DROPPED ON THIS SWEET MORE REPEATED OMPRE56ION WEB (TYP) y SLOPING OR GABLE END FOR IDENTICAL TRU55E5 SHALL HAVE A°� VERTICAL SEE EXPANDED OUTRIGGER 10 WHEN TRU55 8 STUD ARE NOTE: CONTINUOUS 2(0'-fD" 2(0'-0° BLOCKING ALIGNED 51MPSON TWIST BOTTOM CORD DIAGONAL 5RACE5. 1. SEE TRUSS DIAGRAM STRAP TYPE CONNECTOR BRACING 1X4 UNBRACE WALL HEIGHT + 5YP 8'-0" 2x4 e 16" c.c. V-8" 2x4 @ 16" o.c. 9'-0" 2x4 Q 16" c.c. 9'-411 2x6 6 16" c.c. 10'-0" 2x6 @ 16" c.c. (1) 51MP50N 2x4 BLOCKING 1/2 CEILING GYP Bp UJ/ L5TA12 STRAP ATTACHED W/ (2) 5d COOLER NAILS III (AS REQUIRED BY ONTINUOUS PERMANENT LATERAL (HT5/MT5) MAY BE I" IANUPACTURER'S MIN. 48" O.G. 0.131 x 3 1/2" R.S. O.C. OR EQUAL, BC 51) BRACE (CLB) NAILED TO TRU55 & STUD BELOW. NO 15 WHEN STUD IS TRUSS ENGINEERING CUT SHEETS FOR TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 Ft FROM HIS NEEDED � THIS STUD. o NOT ALIGNED ADDITION,4L HETA 20 0 48" O.G. ATTACHED TO MASONRY' WALL) -•.Y � �� ERMANENT DIAGONAL BRACE • WITH A TRUSS .NOTE: // o °°° AND/OR WHEN PERMANENT BRACING CLB DIAGONAL— 1/2 GYP BD FLAT OR CATHEDRAL BOTTOM CHORD OF �� 1/2 CEILING NAILED TO OPPOSITE SIDE OF WEB AT 2x6 WALLS USE 5PH6 TRUSS STRAP 15 THAT MY BE REQUIRED. BRACE AS, GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 1 CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2 "T" BRACING MIA`i BE SHOULD BE REPEATED 0 5PW4 CONNECTORS SHOWN. ° °° ° ATTACHED TO USED IN PLACE OF REQUIRED BY NOTE: GR055 BRACING d APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE 5PH8 STUD USE (1) BG51 8" MASONRY WALL ALL BLOCKING TO BE CONNECTORS IN LIEU OF SIMP50N 5PW4 PERMANENT BRACING o W10) 05 REBAR CONT. REPEATED 48" O.C. TYP. lx4 MIN. BRACING W/(3) 0.131 x 5PW4 CONNECTORS SHOWN. OR SP2 PRO�/IDE1D IT EXTENDS IN KNOCKOUT COURSE 3 I/2" NAILS INTERSECTING FOR WALLS LARGER THAN OVER s LEAST 9>aio OF WEBS 2x8, USE 51MP50N 5PI'S ON TYPICAL HIOA CONFIGURATION, DO NOT NAIL EACH SIDE OF STUD TO THE UJEB. THROUGH OTHER 5TRAPPING/CONNECTOR5. BOTTOM PLATE 8 SIMPSON REFER TO CONNECTOR NOTES FOR FRAME TO °° SP2'5 ON EACH SIDE OF TRU55 CONNECTIONS. G bl S t' F r Gable Less Than CLB Dia onal Brace 20' Max Intervals Detail STUD TO TOP PLATES. C F 0 r m �-- CA e ec ion - o SCALE: NTS SCALE: NTS I U.N.D." CO „ TOP d BOTTOM RD $-3 $-3 41 -011 High NOTE: SEE TRUSS LAYOUT GABLE END. BRACING FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR PIR5T STRAPPING REQUIRED s-3 SCALE: NTS s-3 SCALE: NTS (4) ROW5 OF TRU65E5 0 NOTE: NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORD. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, L.L.C., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLESS, OF HOA MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT 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 0uj 0 �z0z U(A(Dw j cr OWw f=5 4d W 4`',i=off 2zzzQ a z"-' ocor ), zoJ wzU,YO� N N M saZ a2z2�T f- i- W 00 - �a-o 2N6p-5 N J aZtiv1 `�,:",w 0z I= Z W ♦) 0 w 1 ♦.�.. Q=Z �oFa W���a� u- W zw>w0 n'O O wZxJ O w V- J mazZ U., H W ¢ Q Z w p �' F Q Q I- WLLJ �a2m a�uarW- N z d JM � � M Ln LLi Z N M N f J M OO �B W V)- dam• 0 3' Ln Z w O�tN 0 z u- �C w Z vi 0 6 C LJJ Q 000 V a w LZ vi 4 O C) • • L L..('�; L .per 41 DATE 0147-18 SCALE NOTED DRAWN PIK/PDK JOB - Sheet content: Structural Details, Sheet number: 55-142 NOTE:: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. NOTES: FOR WALLS LARGER THAN L WHEN WALL 15 PARALLEL TO FLOOR SYSTEM 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO STRAP TO TOP $ BOT. CORD OF TRUSS. SIMP50N LSTA30 lu/ 22 -106 NAILS -a 24" O.C. BOTTOM PLATE SIMPSON MAX OR EACH STUD. 5P2'5 ON EACH SIDEEOF OF STUD TO TOP PLATES. 2. PROVIDE 2X BLOCKING e SEAMS 4 RUN U.N.O." ENGINEERED SHEATHING CONTINUOUS TO TOP OF MASONRY. ROOF TRUSSES (SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGINEERED TOP PLATE �24" O.G. MAX. DBL. 2 x 4 FLOOR.) INSULATION PER ENERGY CALG5- ROOF TRU55E5 12 TOP PLATE s24" O.C. MAX. 51MP50N 5PH4 SEE 3. ALL WALLS TO BE CONSIDERED SHEAR a EACH STUD ELE \—SIMPSON 5PH4 RE515TING COMPONENTS 12 TO TOP PLATE EACH STUD SEE SEE ELEVATION TO TOP PLATE PAGES FOR ELE WALL CONNECTION W/0 WINDOW ROOF COVERING WALL CONNECTION W/0 WINDOW $ SHEATHING INSULATION DETAIL , /�� BAFFLE SEE ELEVATION PAGES ROOF COVERING $ SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATE[) SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE SIMPSON C516 OR SIMPSON M5TA36 s 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 112 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 FLATW15E VERT. BLOCKINE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA, TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 5" CONG. K.O. BLOCK BOND — BEAM POUR SOLID W/ I - #5 REBAR CONT, HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-CA5T GONG. SILL 4" HIGH GONG. BLK. 8" GMU PER ASTM-C 90, 1900 — P51 MIN. W/ TYPE M OR 5 MORTAR PER ASTM-G 210. 5/5" GEMENTITIOUS FIN15H PER FBCR 103.6 INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALG5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR g EACH TRU55 SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP TOP PLATE W/ SIMPSON 5PH4 a 16" O.G. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN SEE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL (2)-2x WE). HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR Q EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 e 16" O.G: EACH see STUD (12) IOd NAILS EACH. ELEVATION GYP, BOARD RETURN WINDOW SILL CAULK a WINDOW WINDOW SILL CAULK 'a WINDOW 2 x 4 SILL 2 x 8 SILL INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR ENERGY CALG5 "N" ON SHEET 5-3 FOR SPACING, SPACING. 1/2" GYPSUM BOARD —1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CON5TR. ADHE5IVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.G. INSTALL 1/2" DIA. x 8" "J" 5OLT5 6 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL. \� 7zUSE DOUBLE KO BLOCK COURSES WITH SIMPSON 5PH8 0j1111111/11�� 2-#5 BARS CONT, IN EACH. ��� 83 r� (NOTE: FOR LOCATIONS WHERE THE ��� •,,.... �Nz ri . HORIZONTAL OPEN DISTANCE 3i4UN5RACED LENGTH OF MASONRY WAL 2x8 PT 5OLE PLATE;• TOPI% 15 LE55 THAN OR EQUAL TO 6'-6" „� ;� o�� SIMPSON HETA20 a 32" O.C. IF AND DOUBLE COURSE SHOWN 15 NOT * - ;Z ATTACHED TO RIMJO15T5. 624" O.G. NOTED AT THE FLOOR PLAN, IT 15 MAX IF ATTACHED TO FLOOR ACCEPTABLE TO USE A SINGLE KO 1X P.T. FURRING HORIZ. �Y c� TRUSSES BLOCK COURSE WITH 2-#5 BARS CONT. IN p :;,? • 4 1/2" CEILING GYP. BOARD SEE LIEU OF THE DOUBLE COURSE SHOWN INNOTE N N-I PAGE FOTHIS DETAIL.) - •' ��10 °•. °°. ° GARAGE APPLIICAT ON FLOOR PLAN SHAPLL CONTROECIFIC ATIONS ON �i�vcj �� 111 8 GONG. K.O. BLOCK BOND IX P.T. FURRING HORIZ, BEAM POUR SOLID (2500 P51) W/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" 1 x 6 P.T. CURTAIN NAILER 6 OPENING5 1 x 6 P.T. CURTAIN NAILER 6 OPENING5 PRECA5T CONCRETE LINTEL PREC45T CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP I x P.T. BUCK 5TRIP --- WINDOW SILL - CAULK 'a WINDOW 11 �1 11 -- 1/2" GYP5UM BOARD Il SEE�FOU D AB. PLAN a n n a b° 4 a FOOTING SEE FOUNDATION PLAN FOR 51,ZES 4 MORE INFO. Typical Two Story Wall Section S 4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WIND RE515TANT PRE -CAST GONG. SILL 4" HIGH GONG. BLK, 8 GMU PER A5TM-C 90, 1900 P51 MIN. W/ TYPE M OR S MORTAR PER ASTM-G 210. 5/8" CEMENTITIOU5 FIN15H PER FBCR 103.6 WINDOW SILL - CAULK @ WINDOW 1/2" GYP5UM BOARD 4"GONG. SLAB, SEE FOUND, PLAN a a a a . 4 ': a 4 b 4$ FOOTING SEE FOUNDATION PLAN ° FOR SIZES 4 MORE INFO. rc-"jypical Two Story Wall Section s4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPF20VAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK 0 0 0 W FzOZ w,c4n'w Waa w-0 ��d Fi a w �. f- > �ZwL p= ii F—Z� V LLp oW- W lN� Z 0 _oZz oZ�az H!' 00 J FQ0w ZL'� 0oct� N z dID �w =�0=zW 0 O xL wwpao=h Q 3 _j a0~O Zw>-w0 in 4 �h LLI LL o Uj c� Z N liJ >vd Z3Lu z Q gzt�- Q W4Qa =wCL =aim i a�ww V% _ 0wa UM V'Ui ur W fir• Z 5 en _ OC N d' Ln �- can -i 00 jl U H p 00 M w N �N jW � Ch c) S' Ln _ N �_ :# ..i Z LL O Q w Z M 0 0 LLJ Q �0000u aL txu g Vi 0- 0' t O 0 > 0 U, 0 LU DATE 01-17-%A-3 SCALE NO'r'El�:) DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 54 NOTE: — DECKING "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING 6 48" 0/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF 5PW4 CONNECTORS SHOWN. 5IMP50N 6PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE STUD WITH 12-10d x 1 1/2 CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS SIMP50N C516 OR M5TA36 STRAP FOR WALLS LARGER THAN NAILS. � 32" O.C., EVERY OTHER 2x8, USE 5IMP50N 5P1'5 ON EACH STUD EACH 511DE OF STUD TO BOTTOM PLATE 4 5IMP50N FOLLOW TABLE BELOW 5P2'6 ON EACH SIDE OF FOR APPROPRIATE i STUD TO TOP PLATE5. U.N.O. SPACING 4 51ZE OF LOOR J0I5T-5EE FRAMING PLAN WALL 5TUD5. 5TUD5 SHALL BE INSTALLED WEEP SCREED INSTALLED PER MAX. 16" O.C., SEE MANUF. 'N'/S-3 5IMP50N HETA20 Q 32" O.C. MAX. 2x4 5.Y.P. #2 RIBBON 2"X4" CRO55 BRACE W/4-10d EA. FLOOR a 48" O/C FOR THE TRU55. 15T 2'-0" OF END WALL C516 OR MSTA 3(oa W/ (4) 0.131X3 1/2" EA. END 32"O.C. (36" LONG) b INTO 2"X4" BLOCKING 5IMP50N A35 ANGLE W/ 12-8dX 1 1/2" To TO REFER TYPICAL 2-STOR FROM EA. STUD TO (2X12) WOOD BLOCK OR CHORE) STUDNAILS EA. TO TOP CH WALL FOR INFORMATION NOT SHOWN FLOOR JOIST DECKING 2x4 BEARING 2x12 5YP 02 WOOD 3-0.131 x 3 1/2" EA. WALL W/ STUD BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING 6 1611 O.C. 1/16 APA RATED WOOD FLOOR J015T WITH 5-16d TOENAILS. HETA20 � 32 O.C. ON THE 6 48" O/C FOR THE FIRST ND FLOOR FRAMING 5PH4 SHEATHING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 ATO EA. 5TUUD BOTTOM CHORD ATTACHED EQUALOA EACH STUD, STUD NOTE: W/ (3) 0.131 X 3 TOE NAILS (ABOVE/BELOW), FLOOR J015T, OR SEE 'N76-3 FOR STUD INFORMATION BLOCKING. PRE-ENGINEERED PRE-ENGINEERED FLOOR J015T ROOF TRU55E5 __ LOOK J015T-5EE FRAMING PLAN ALT. Frame/Masonry Connection #1 B $-5 SCALE: NTS >< NOTE: CEILING BOARD PER ADD 2X4 5LOCKIN5 Q ARCH. PLANS M5TA3(o OR C51�o OR NOTE: 2"X4" CRO55 BRACE HET,420 UJHICH 15 NOT xx "AT 2x6 WALL5 USE SPH6 @ 45" O/C FOR THE ALIGNED UJ/ TRU55 VERT. HT516 W/ 16-106 EA, TRU55 TO 2X4 BLOCKING w/ NOTE: 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 15T 2'-0'' OF END WALL W1 (4) 0.131X3 1/2" 'a EA. END UJEE3 U51NG 2-0.131" X 3 1/2" TOENAIL5 'a E,4. END, BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF AT 2x8 WALL5 USE 5PH8 INTO 2"X4'' BLOCKING HANGER PER TRU65 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. GIRDER AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PW4 CONNECTORS SHOWN, MANUFACTURER CONNECTORS IN LIEU OF FOR WALL5 LARGER THAN 5PH4 CONNECTORS SHOWN. 2x8, USE 51MP5ON 5P1'5 ON Floor Truss To Girder Connection FOR WALLS LARGER THAN EACH SIDE OF STD TO H S-5 2x8, USE SIMPSON 5PI'5 ON BOTTOM PLATE 4 SIMPSON SCALE: NTS EACH SIDE OF STUD TO 5P2'5 ON EACH 51DE OF '0 BOTTOM PLATE 4 5IMP50N STUD TO TOP PLATE5. U.N.O." FLOOR o 5P2'5 ON EACH SIDE OF 51MP5ON 5PW4 TO 2"x4" PANEL BLOCKING 48" O.C. FO JOIST STUD TO TOP PLATE5. EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. (TYP) U.N.D." BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAIL5. 1/2" DIA NUT w/ MIN. 1-114" CRO65 B5R ANGLE WASHER GREATER THAN 4N EXTEND END PANEL BEARING WALL W/ 1/2" DIA ALL FOLLOW TABLE THREAD Rol BLOCKING FOR THE FIRST 4'-0" OF END WALL. STUDS � 16" O.G. 5T BELOW FOR APPROPRIATE PLOQR 1/16 APA RATED SHEATHING REF 1/2" DIA /2" DIA SPACING 4 51,ZE OF ANCHOR BOLT COUPI..ING WALL 5TUD5. 5TUD5 TRU55 ,,/��WOOD OOIR TRU55 SHALL BE INSTALLED JOINT --- 2x6 50LID BLOCKING W/ _,___-,-, A.B. EXTEN51ON DETAIL s MAX. 16" O.C. COUPLER NUT r 3-0.131 x 3 1/2" TOENAILS EA. END - DIA, 1/2" J-BOLTS OR WITH SIMP50N 2 "x4" CR055 BRACE 6 48" O.C. FOR 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 -- ---- — SET EPDXY, 5" EMBEDMENT m 24" 2X4 RIBBON THE Ist 2'-0" OF END " WALL W/ (2) 10dx3 e EA. END INTO 21lx4" BLOCKING. ��� •' x 3 1/2" NAILS w/ 3-16d (ANGLE NOT TO EXCEED 45°) SEE *�� WHEN • EA. TRUSS. WHEN ANGLE 15 GREATER THAN 45°, DISTANCE IS � z SIMPSON C516 EA. STUD TO BASE OF 2x4 CRO55 BRACE e 48 D.C. FOR THE 15t - LE55 THAN 2 0 .•- lop ;w(�1/ RIBBON BELOW IMP50N HT516 4'-0" OF END WALK. 0 THE FIRST BAY EA. TRU55 / SIMP50 REFER TO TYPICAL 2-5TORY WALL BEARING WALL HETA20 NOTE: �I SECTION FOR INFORMATION NOT W/UPLIFT CMU WALL SHOWN SEE 'N75-3 FOR STUD INFORMATION Cantilevered Floor Truss Over Wall � $-5 SCALE: NTS ALT. Frame/Masonry Connection #2 rE Floor Truss Parallel To Br c .Wall $-5 SCALE: NTS $-5 SCALE: NTS NOTE: NOTE: "AT 2x6 WALL5 USE 5PH6 "AT 2x6 WALL5 USE 5PH8 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF 5PW4 CONNECTORS SHOWN. TRU55E5 624" O.G. 5PH4 CONNECTORS SHOWN. TRU55E5 e24" O.G. AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PW4 CONNECTORS SHOWN. 5PW4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 2x8, USE SIMPSON 5PI'5 ON INSULATION PER ENERGY CALC5 FOR WALL5 LARGER THAN 2x8, USE 5IMP50N 5P1'5 ON INSULATION PER ENERGY CALC5 EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N I/2" GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." HURRICANE ANCHOR 'a EACH TRU55 5P2'5 ON EACH 51DE OF STUD TO TOP PLATE5. U.N.O." HURRICANE ANCHOR 6 EACH TRUS5 PROVIDE CONTINUOUS 5TRAPPING PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION DBL. 2X TOP PLATE DBL. 2X TOP PLATE 2x4 SOLE PLATE — PROVIDE (2) 16d 5PH4 -S EA. STUD 2x4 SOLE PLATE PROVIDE (2) 16d 5PW4 @ EA. STUD COM 6 EACH TRU55 1/2" GYPSUM COM 'a EACH TRU55 1/2" GYPSUM 51MP5ON C516 W/ MIN (22) 10d COMMON5 (12 MIN. EACH END) 3/4" T4G GLUED W/ GONSTR. ADHESIVE "O" 5IMP50N C516 W/ MIN (22) 10d COMMON5 (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR. ADWE5IYE "0" 1105# MAX S 24" D.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 110511 MAX e 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL ON SHEET 5-2 EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP PLATE (16T FLR) PRE ENGINEERED WOOD PLATE (16T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 24" O.C. FLOOR TRU55E5 24" O.C. EXTEND SHEATHING TO 2x4 02 5YP RIM w/ (3) 2x4 #2 5YP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR GIRDER 16d NAILS EA. TRU55 J015T (INSET) 16d NAILS EA. TRU55 J015T (IN5ET) WALL 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD — PROVIDE (3) 0.131 X 5IMP50N MT516 v 3-1/2" TOE NAILS AT EACH FLOOR TRU55 FLOOR TRU55 TO WALL 1/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - BELOW DOWN DRAG FINISH SEE NOTE ON N-I PAGE �/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION DBL. 2X TOP PLATE w/ 5IMP50N 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMP50N 5PH4 e 16" O.C. w/ (12) 10d NAILS EACH e 16" O.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/2'' ANCHOR BOLT 6 24" 1/2" ANCHOR BOLT -S 24" O.G. W/ NUT 4 2" SQUARE O.G. W/ NUT 4 2" SQUARE 51MP5ON C516 PT 2X BOT. PLATE w/ BY I/8" WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 10d 5IMP5ON 5PW4 e EA. 5IMP50N 5PW4 6 EA. COMMON5 (11 STUD w/ (10) 10d NAILS STUD w/ (10) 10d NAILS MIN. EACH END) EACH 4"GONG. SLAB, SEE EACH 41"GONG. SLAB. 5EE FOUND. PLAN FOUND. PLAN BEAM / GIRDER FOOTING SEE FOUNDATION °° p4 FOOTING 5EE FOUNDATION 2x BOT. PLATE W/ 1 x 3 1/2 PRE-ENGINEERED FLOOR TRU55 n PLAN FOR 51ZE5 4 MORE INFO. n PLAN FOR 51,ZE5 4 MORE INFO. NAILS -a NAIL5 � roll O/C a a. O Typical Two Story Interior Bearing Wall Section K-D-,Jypical Two Story Interior Bearing Shear Wall Section rFSecond Floor Frame Connection @ Girder A $-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLAN5, REGARDLE55 OF MOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NITHOUT THE F-XPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFICATION9 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK o d o FZO0 w�vq-l9w W W wmu•s-=O4a w' O o._.sa Wprw t1 zw�S"$Z C�r>a�sxu�p-Omvih`�aVbWZ WSz1, hNMewz .��!F ¢fcm<w H,-y 22 0N- mg t�o' ow 6H�oawZr zw0 0-1 f� r W o�a� ILL J ' L!. owp§0 ?wZ=S Y=L, t9 w3 W W? J Z CIY {mQ = Wuj = o m a 'Ln V u q JM r-i M `Ln Ch LLi Z Q- M NMN J 00 Lu Z u. h Q i Z � � cri O 0 u.l Q � 00 a `i w g N a 0 CD y 11/l/,` %Z O; .., C, c h _ �co 0. it ill 1� DATE al-I%-ra SCALE NOTED DRAWN h7K/PDK JOB Sheet content: Structural Details Sheet number: 5� DRYWALI OVER FUI BLOCK W II/16x11/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA EAD (WINDOW PER PLAN) SILL COMPOSITE WINDOW SILL LL SQUARED DETAIL EDGES Ix6 TRIM ---T `fil 1 II BEAD BOARD — PANELING DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) I----r— LINE OF WALL BELOW Ix6 TRIM LINE OF TRIM BELOW----------- DRYWALL FIN15H COMPOSITE WINDOW OVER FURRING ON SILL PLAN BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD.' PLAN SPECIFIC PER PLAN SCALE: I'- I'-V ELEVATION LINE OF WALL - —� BELOW (NICHE LINE OF CA51NG_ PER PLAN) _ BELOW ----- -- --- -- - COMPOSITE WINDOW SILL PLAN rE WINDOW DETAIL 2 1/4' DOOR CA51MG ("36(0) DRYWALL FIN16H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE I'- 1'-V SHIM AS V_41 REQ'D. SHIM AS 1 -4' REQ'D. INVERTED 2 I/h' INVERTED 2 114' I�OCR CA51NG ("366) DOOR CA51NG 10366) 2x STUDS (PER 5TD'PLAN) 2x STUDS (PER STD.PLAN) t BASE BASE CABINET1/2' DRYWALL CABINE1/2' DRYWALL 3 1/4' BASE BD. 3 1/4' BASE BD. (0366) l p366I QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2': I'-V SCALE: 1/2' : I'-0' 8' W. CORIAN TEMP. GL. ENCLOSURE CAP TILE FINISH OVER WATER 2x 5TUD5 (PER RESISTANT PLAN) WALL BD. 1�' DRYWALL SHOWER 3 1/4' BASE BD. l«3(o6) SECTION TEMP. GL. ENCL0SURE 8' W. CORIAN CAP 1 1" Lu 2x STUDS (PER STD. PLAN) VAINTY CABINET 3 1/4' 5A5E BD. (0366 ) VANITY LOW WALL SCALE: 1/2' : 1'-0' TILE TO WRAP IN 1/2' DRYWALL 8" W. CORIAN WINDOW BELOW CAP CAP TILE FINISH OVER WATER II II RE616TANT jl II WALL BD. BATH 1I I, SHOWER SHOWER it U SIDE] PLAN SHOWER LOW WALL SCALE: 1/1' : 1'-0' LERIFY TOP (WINDOW — PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 1/4" -- -�` DOOR CASING (036(o) DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW PER PLA LINE OF L BELOW AN SILL )JECT 1/2' OUT ECEIVE TILE) LINE OF c BELOW COMP051, � w ....,w SILL SHOWER WINDOW SCALE: 1/4'-- 1'-0' SILL ELEVATION 'WALL FIN15P PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I'm 1'-0' rE WINDOW DETAIL 2 1/4' DOOR CA51NG ("36(o) FLOORING / BASE 50ARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY' 5,45E 50,41Rp 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED 5,45E E304RD AND 5NOE 11OULD AIRE IN5TALLED. Ix JAMB (BI-PASS DRS. PEF PLAN) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2" 1/2' WOOD FILLER HEAD DRYWALL FIN15H OVER 2x WALL (SEE (51-PA55 PLAN) DRS. PER PLANT 2 1/4' DOOR CA51NG (13(b6) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: I' ° 14' MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND Z�DRYWALL TRANSITION 3 1/4' BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' : P-0' NOTE: D ,4WiNC & CAN 11 "x1—f " 5�4EET WILL 5E ONE H,4L F THE &C,LE NOTED 5 1/4" CROWN 5 1/4" CROWN SCALE: 1'- 1'4 Ix8 ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' BASE BD. (366) 2x6 WALL 36' OR 42" HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN VALE; '' ° r-m' Ix10 ROUNDOVER W/ ROUTER WHITE PINE I/T DRYWALL 31/4' BA5E BD. (0366) 2x6 WALL 36" OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: 1'- 1'.0' TRIM DETAILS x w Nco o N h to CON R co 'L a LL �� �Q. 00 �. OD 1000 � >E acc h 19 2 \ T 40 goo •JOB NUMBER 22066• D fXE TEEN BUILDER ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST O1 b6MAR, FLORMA 34677 813.925.1300 -rM 813. 92'S . 1800 FAX W W W.DAVMEWS.COM TAMPA • E>ENVER. --�%a EST.1994 r--- TRIM 111LE TYPICAL MIM DETAILS TD • SfIEET ' LJ-1021 STANDARD - 42" H. R05ETTE 6 ;� KNEEWALL (OPT. LJ-6010 LJ-4040� RAILING SHOWN) �� NEWEL POST�� Ix(o PAINTED BASE PLATE 3 1/4" BASE wLJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL LJ-4042 QUARTER TURN NEWEL LJ-4045 LJ-4040 P05T NEW L P05T NEWEL P05T OPT. LIH-MG2KNUC44 — WROUGHT IRON BALUSTERS LJ-1021 r r— 14 PAINTED BASE ROSETTE PLATE LJ-6010 Ixl2 SKIRT 3 1/4" BASE RAILING _ BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 Ix12 SKIRT TREAD FOR CARPET BOARD — (OPT. LJ-8010 SERIES TREAD SHOWN) LJ-8095 OAK 1x6 PAINTED LINEAL COVE RI5ER MOULDING LJ-8010MR1 BASE--J — OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCH BACK STAIR DETAIL N.T.S. LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ-4042 NEWEL POST SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHDM%..ixDAry STAIR FLOOR PLAN M.S. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS II , j �-- LJ-4040�gj j NEWEL POST I II I� I IG I � LJ-4040 �. NEWEL P05T SECTION i k'�� Ixl2 SKIRT Ix(o PAINTED BASE CUT THRLI , .��a�' BOARD PLATE WALL `:�<� 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 BASE 6-TURN CAP MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD — TREAD FOR CARPET 5ALU5TER5 (OPT. LJ-8010 SERIES (3 PER TREAD) — TREAD) LJ-6095 OAK 1x8 PAINTED LINEAL COVE — RISER MOULDING BASE — ---' ``- -- LJ-8010MR1 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 DETAIL N.rs. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN05E STARTER STEP INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATE$ STANDARD OAK TREAD INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN, WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL5 - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FIN15H AND APPEARANCE - WHEN INSTALLATION I5 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 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. LJ- TRE LJ- TRE HT. WALL PET STARTS HIS RISER .ING -042 NEWEL T GENERIC WOOD /CARPET STAIR FLOOR PLAN k Ix12 SKIRT SECTION I �'• �� BOARD CUT THRU WALL ? LJ-6010 PK RAILING LJ-1041/8----�'CAP 5-TURN _ MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD—""' OOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES __ (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE — --" r._ Ix8 PAINTED PER TM LEVEL R15ER 3 1/4" OR 5 1/4" Ix12 SKIRL LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL POST BRACKET LJ-6010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN. LJ-5015 WOOD BALUSTER5 BASE CAP (3 PER TREAD) MOULD Ix12 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD LJ-6095 OAK LINEAL COVE MOULDING Ix12 SKIRT Bp. �N ► BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS D E1TAI L Na TO $CXE LJ-404 42" H. LJ-1021 NEWEL RAILING R05ETTE POST Li-6010 36" H. RAILING RAILING LJ-5015 WOOD 0 3 1/4" BASE BALUSTERS 0 AS APRON (3 PER TREAD) LJ-4042 WOOD TREAD NEWEL P05T Ix12 SKIRT BD. 0 AL BABE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN , L DER TM LEVEL OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS wTS. N.T.S. 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 T� LJ-4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL 0 sn N � 11i lAl N LJ-4010 LJ-4045 TYPICAL NEWEL LJ-4042 cA ai N LJ-4040 POST PROFILES LJ-5015 LIH-HOLIBA61<44 LIH-HOL25A5K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ, KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER6 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ-4042 NEWEL P05T oe Of LINE OF KNUCKLES TO 011 BE PARALLEL V'IiMr7��7TO TOP RAIL 0, LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOODrl 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 LJ-6010 RAILING LJ-4042 NEWEL P05T LINE OF BASKETS TO BE PARALLEL TO TOP RAIL Ile LIH-HOL25A5K44 (DOUBLE BASKET) LIH-HOLIBA51<44 (SINGLE BASKET) DECORATIVE METAL 5A1 USTER5 (3 PER TREAD - ALTERNATE BASKETS AND EQ, SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DRAUJIN & ON 11 "xli" 5�EET WILL 5E ONE HALF THE 5GALE NOTED N.T.S. LIH-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.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING oe LJ-4042 NEWEL P05T 10 LINE OF SCROLL TO BE r, PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - i - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL N.T,S. STAIR DETAILS x w 0 NGo M� Nh /A N/ d� co N M Lm ID L. � 0 0 CC a • �w NM 11 aM qlt DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • VENVF12. . R a EST.1994 f--- STA R • SHEETSD •