The URL can be used to link to this page

Home My WebLink About580 Red Rose Ln 18-2397 (a)LOT 232 - THORNBROOKE 40's ANASTASIA - GARAGE RIGHT ELEVATION "TRADITIONAL - Bif TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 50-FA554 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER CABINET5, CONCRETE DRIVEWAY, LEAD WALK, ACRYLIC ENTRY, AND ACRYLIC LANAI. REVIEWED POR CODE COMPLIANCE PLANS EXAMINER �► DATEt�-.— SANFQRD BIJi�.�1�IC DIV9SiON 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 REQUIRED Results to be Verified at ,Slab inspection #18-2397 REDRAW NOTES 05-15-I0 CREATED LOT SPECIFIC PLAN FOR LOT 232 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL - BII, GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: 5TAIR RAILING, 6-0" H. INTERIOR DOOR UPGRADE, PAVER5 DRIVEWAY, LEAD WALK, PORCH, VENT HOOD/ MICROWAVE TO EXTERIOR, MEDICINE CABINET WITH BEVELED EDGE AT ALL BATH5, PRE -WIRE FOR CEILING FAN AND SWITCH AT GATHERING ROOM, DINING, OWNER'S 5UITE, 5TUDY, BEDROOM 2, BEDROOM 3, AND BEDROOM 4, AND CABLE 5WITCHE5 AT GATHERING ROOM, OWNER'S 5UITE, 5TUDY, LOFT, BEDROOM 2, AND BEDROOM 3. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR -B" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 DESIGN GROVP GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 > N TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -FOUNDATION PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING 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 GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RE6PON518LE 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'5 INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE615TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN I/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 LESS THAN 5/8 INCH (15.9 mm) TYPE "X' GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.CR - 6TH EDITION (2011) R302b AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 810235. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 6TH EDITION (2011) R103.1J AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO6ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERW15E APPROVED, THICKNESS OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER FB.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 926. PER F.B.C,R. 6TH EDITION (2011) 8103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO6ION-RE616TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-I/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 5CREED. PER FB.CR 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) R103.15 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (1.114.1 TH% 1.114.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF, AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON 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 ACCESS 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. FLA5HING 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 CORRO61ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING 5TRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORR05ION-RE616TANT FLA5HING SHALL BE INSTALLED AT ALL REQUIRED LOCATION5 PER 8103.4. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE IN5TALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS *ITTEN INSTALLATION IN6TRUCTION5. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER6 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 To BE USED, DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOOR5. FLOOD ZONE REQUIREMENT5: PLAN MEET5 OR EXCEED5 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 RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9052b,1, 2. ASPHALT 5HINGLE5 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 (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE 11 OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANIIAL,FIFTH EDITION WHERE THE VAw15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A67M D 1910 OR ASTM D 6380, CLA56 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 R3012J3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 To BE INSTALLED THE CHIMNEY MUST EXTEND 3,0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" 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 01288, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREA5. TERMITE PROTECTION: 1, PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIAL5. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN511DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES, - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS 5HALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATION5 FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15HED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES $HALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHE5 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE 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. X26 GAUGE (0.48 mm) 5HEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE R415ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCE5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR D15CHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 6OFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOM5 AND TOILET ROOMS SHALL NOT DI5CHAR5E INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2,5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL. BE PERMITTED TO BE IN ACCORDANCE WITH THE 15005TER FAN MANUFACTURER'S INSTALLATION IN5TRUCTION5. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE 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 11THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5, ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 3�0. VV• ,L � i` :Z•U: .Y i� O e G „ ©.�j2 Y�a ' • i vc, I ' ...... • JOB NUMBER 8- 18 12 783 CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 x ro DAVIS BEWS Cr j0. 01 DESIGN GROVP 0O -I M OLDSMAR, FORMA 34677 813.925.1300 T'EL r v/ 1 o TAMPA • DENVER a EST. 1994 > N L L• oQJL 0 0 :2 -0 �E LL Y W - I �'CY . QD 0 �00 • ■ T� Z120 • JOB NUMBER 8- 18 12 783 CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 --04 2 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 MANU R 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) L� O C)0m c) 37 F_ 1 C.*44 0 MC%**i J C Ve 0 U 2582 • TI TLE • GENERAL NOTES INDEX SPECIFICATIONS • SHEETcov - i a .J d 0 Yrr�" a (C-3) DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FORMA 34677 813.925.1300 T'EL 813. 925. 1800 FAX W W W.DAV1SDEWS.CAM TAMPA • DENVER a EST. 1994 --04 2 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 MANU R 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) L� O C)0m c) 37 F_ 1 C.*44 0 MC%**i J C Ve 0 U 2582 • TI TLE • GENERAL NOTES INDEX SPECIFICATIONS • SHEETcov - i a .J d 0 111 J'-811 I'-4" 8 41-411 41-811 4'-811 41.811 4'-011 11.011 65'-411 5'-411 51-411 41-4" 4'-1011 2-5TORY I-ST_O_R_Y_� FOOTING FOOTING INDICATES I - 15 VERT. REPAR 3'-6" 4'-411 4'-m" 41-4"IN MA50NRY CELL FILLED SOLID W/ CONCRETE. VERT, REINR SHALL BE HOOKED 3'-0e INTO SEAM A50VE E FTG, BELOW D PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 51 148. t 3'-6"x3-6" A/C PAD (SEE MECH. CONTRACTOR FOR LOG.) 4'-811 kL- VA LUN } olk - ( ) m'-31/211 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ eo ■ ■ ■ ■ 0f JLO JMI�� "i .4 I 2��MamN G ` 6 co u - 0 0 ca . 6.au 0-j O SB LLJ�m 5m GAL. 1-5TORY FOOTING (TYR) L (\I _J (0 lcC .. • 0 0 h z 1 Ot 'bit ■ I I� �� I ( U W.H. ABV, i 20" H. x 16" W. GONG, MONO -FTG, W/ 2 - 05 CONT, RE5AR5 PROVIDE i G.C. VERIFY ACRYLIC ON LANAI II 51 16" W.xl6" DEEP FTG. @ �C— J 25" MIN, LAP WHERE SPLICED AND i WIRE TOGETHER, BOTT. OF FTG. 1I 31•I0 I I W/ 2 - "5 CONT 39I I II 9-I11 2mmIII SHALL BE 12" MIN. BELOW GRADE 1 8 ELEVATION AT m' -m" (ASSUMED) / \ IIS OF REF. _ Lu 3.5" THICK, 2500 OR 3000 P61 I — �u 3141 i AA v u, . PITCHU- I CONCRETE 5LA5 ON GRADE W/ 16" W,xl6" DEEP FTG. SLAB c�. i - _ 3 CS) 1/8" /FT. OVER 6 MIL, VAPOR BARRIER ON CLEAN, WELL / PROVIDE WATER4/1 / PITCH IoeMESH a e <r 811x$" FTG, W/ 1 05 LINE FOR ICE MAKER / TO DRAIN _ CONT, (TYP. AT LANAI) ■ I COMPACTED, TERMITE TREATED, GRANULAR FILL. // �� ;g M } 4'-411 N 5'-4 " w I - NOTE: \ 51Lu ■ ■ 7/ / ALL SLAB ANGLES ARE AT 45° (U,N.O.) � N i I - N 211-61, 2141 121.38 3 16" WX12" DEEP FTG. B W/ 2 - 05 CONT. 51 I II j F1 13 I IS' -611 i 811 2' 5" 31.81 �, 51-211 51.811 1 41 -me 41-411 r 2.5TOIRY FOOTING (TYIIJ G zzm/ AIR HANDLER LINES FROM UPPER FLOOR 16" W.xl6" DEEP FTG. 20" H, x 20" W. GONG. MONO -FTG. �- _ I W/ 2 "5 CONT. W13 - "5 CONT. RE5AR5 PROVIDE 1) 3/411 CONDEN5ATIDN _�/ 3/41' RECESS 1 N ■ ■ ■ ■ 25" MIN. LAP WHERE SPLICED AND �- -��I I DRAIN BY PLUMBER 411 P.v.C, FOR ENTRY qR. > ■ «, I -STORY WIRE TOGETHER. 50TT. OF FTG. $" THICKENED EDGE I I Im'-Im" 121.18 SHALL BE 12" MIN. BELOW GRADE = FOR SHOWER RECE55 I I T`\ FOOTING 281 911 W/ I NO. S BAR CONT. --\101-10" 8'-I° 21-811 21.011 I I — r- --1 I I I I • foo 5'-411 8°x8" FTG. W/ I - S CONT: (TYP. AT ENTRY) 131_011. '�, 26-1111 LAV. � TLE SHOWER � "'AIR SEAT RECESSABV. HANDLER LINES FROM u Lal � I64 r ■ 3' SII �o 19' 011 CONDENSATION A !4:411 2'-me�� UPPERFLOOR ISI I� I //'�3/411 l� F.Y.C. _ DRAIN BY PLUMBER — — _7 �, LAV l \ 5 -61 -� — —�; I I — LAVA ■ —\ aN _ = W.C. — — — — --I ■ ■ ■ ■ _ _�_- ■ 8" G.M.U. WALL A5V. ■ ■ ■ ■ ■ ■ ■ - - 3'-6"x3-6" A/C PAD (SEE MECH. CONTRACTOR FOR LOG.) 4'-811 31-811 41-6" 811 G.M.G. � WALL ABV, 3' 1011 31.211 31.211 All PITCHIF F4 1/$ / FT. i sr LU I1-48 _ 11-811 - m `tie � � •......•,\`�� /moi S, ,.• N c jop • 0 Lu wtc) C5 Q Q .•-) z v: d o : 4�^ �� b•••••eeee • • `'Vn ''s�� G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, 541TING 5YSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * * * * * * * * * ELEVATION (-) 64" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN 5U13MITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TN15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE51GNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: F=1 12 DEEP 66 x36 CONC. FOOTING W/ (4) "5 BARS EACH WAY. I=2 12" DEEP x24"x24" CONC. FOOTING W/ (3) S BARS EACH WAY, F 3 20" DEEP 60`60" GONG, FOOTING W/ (3) S BARS EACH S WAY kL- VA LUN K W ( ) m'-31/211 41.811 4' 8" 4'41 31-811 41-6" 811 G.M.G. � WALL ABV, 3' 1011 31.211 31.211 All PITCHIF F4 1/$ / FT. i sr LU I1-48 _ 11-811 - m `tie � � •......•,\`�� /moi S, ,.• N c jop • 0 Lu wtc) C5 Q Q .•-) z v: d o : 4�^ �� b•••••eeee • • `'Vn ''s�� G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, 541TING 5YSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * * * * * * * * * ELEVATION (-) 64" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN 5U13MITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TN15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE51GNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: F=1 12 DEEP 66 x36 CONC. FOOTING W/ (4) "5 BARS EACH WAY. I=2 12" DEEP x24"x24" CONC. FOOTING W/ (3) S BARS EACH WAY, F 3 20" DEEP 60`60" GONG, FOOTING W/ (3) S BARS EACH S WAY • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 K W 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • r >Eg VM EST. 1994 ro 0�0 0f JLO JMI�� I 2��MamN ` 6 co u - 0 0 ca . 6.au 0-j O LLJ�m L (\I _J (0 lcC .. • 0 0 h z 1 Ot • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 11 111 III 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 [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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V) z 01C) uo CD C)� 0CD 5m r cw 4 0On l V C irr.rrrrrrrruunrnrm"rrrrn•rmllwMrmr G 12" DEEP x30"x30" GONG, FOOTING W/ (3)15 BARS EACH WAY, 2552 THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM • 501L BEARING CAPACITY OF 2000-P5F (R401.4, I FBCR), rr111rnrrrlrr1rr11nrwlrrrrrrrr�rrrrlrr • TITLE • FOUNDATION PLAN ■ INDICATE5I15 INDICATES 2 05 FOUNDATION PLAN • SWEET • SCALE: 114" -- I' -m" GARAGE RIGHT • DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • r >Eg VM EST. 1994 11 111 III 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 [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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V) z 01C) uo CD C)� 0CD 5m r cw 4 0On l V C irr.rrrrrrrruunrnrm"rrrrn•rmllwMrmr G 12" DEEP x30"x30" GONG, FOOTING W/ (3)15 BARS EACH WAY, 2552 THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM • 501L BEARING CAPACITY OF 2000-P5F (R401.4, I FBCR), rr111rnrrrlrr1rr11nrwlrrrrrrrr�rrrrlrr • TITLE • FOUNDATION PLAN ■ INDICATE5I15 INDICATES 2 05 FOUNDATION PLAN • SWEET • SCALE: 114" -- I' -m" GARAGE RIGHT • 6 9 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). * * * * * * 3'-0"x3 0" A/C TYPICAL MASONRY ICONDTRACTOR I IFOR LOC.) I WINDOW SCHEDULE L ---J FAMILY ROOM WINDOW WIDTHS ®Q� 8" COMMON BLOCK COURSE OVER 8" REQ'D 2011 2 111 3111 5311 8" PRE-ENGINEERED CONCRETE LINTEL I" FILLED W/(U S BAR. WINDOW CALL -OUTS BLOCK FILLED AND REINFORCED WKI) 05 BAR ® 2x 5TUD5 (PER 5TD. �5 PLAN) BASE 2611 — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 12 5H 1/2 32 5H 22 5H 32 5H H W JACK-5TUD5, IN TURN, MUST BE TIED TO THE �+ z 12ov BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" - I'-0" = 39" 13 5H 1/2 33 5H 23 5H 33 5H ': -r 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63° © 15 5H 1/2 35 5H 25 5H 35 5H F --i Z_ 12" s 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OFENING5 FOR ALL WINIDOW5, cn W WINDOW 51x35 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PEGIFIGATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, G45EMENT- G5MT, OR FIXED GLA55- F.G.) 6 9 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). * * * * * * TYP. ARCHWAY ASCALE: 1/411 -- 11.011 BOTT. OF LINTEL AT 84" AFF. 3'.0"x3-0" AIC 3'-0"x3 0" A/C OPEN TO ICONDTRACTOR I IFOR LOC.) I IFOR LDC.) L ---J FAMILY ROOM — 6" K.O. BLOCK FILLED W/0) 05 BAR CONT. OVER U �o O !(� 8" COMMON BLOCK COURSE OVER 8" REQ'D PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR, GROUTED SOLID. Q 8" PRE-ENGINEERED CONCRETE LINTEL I" FILLED W/(U S BAR. CA51NG TYP. ARCHWAY ASCALE: 1/411 -- 11.011 BOTT. OF LINTEL AT 84" AFF. 3'.0"x3-0" AIC 3'-0"x3 0" A/C ICONTRACTOR I ICONDTRACTOR I IFOR LOC.) I IFOR LDC.) L ---J L_.._— I * * * * * * * * * 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION;. (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2x12 "2 5YP. • ALL 5TRINGER5 TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON 1-5C HANGER. • 5TRINGER5 RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: �• AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) �• IF 5TRINGER5 ARE SUPPORTED IN TH15 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM. A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONCJ: ATTACH FOOT TO FLOOR: •• AT CONG. W/ 1/4" DIA. x 3" TAPCON5 AT 12" D.G. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •� JOISTS TO BE 2x8 "1 SYR MIN, AT 16" O.C. •� IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 24 " 5YP WITH 2.2x4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: •a (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. •• ATTACH J015T5 TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL, THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS, 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 42" H. RAILING 36" H, CONTINUOUS GRASPABLE 3/4" PLYWD, RAILING DECKING LINE OF 6'-8" MIN. FLOOR SYSTEM HEAP CLEARANCE Ion I, BEAMLu *— u 2x 5TRINGER5 (TYP.) IIS CY STORAGE I" NOSING UNDER (TYP.) STAIRS 2x TREADS AND Ix RISERS (TYP.) * * * * * * * 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH 8301 AND TABLE 8301.5 STAIR SECTION PER R13L.R - 6TH EDITION (2011). * * * * * * * 5CALE: 1/4" -1'-0" AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR FLOOR SYSTEM BEAM 7 RAILING * * * * 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HAN IL5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST R15ER. 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 LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAIL$. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * UNDER-5TAIR PROTEGTION ENCLOSED ACCE6615LE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (20171) 8302.1 AND 8902JI FLAT HEADER AT 84" A.F.F. T.D.M. 91411 A.F.F. e 1"1,41N FLOOR 5TRUCTUR,4L LEGsEND WALL CONSTRUCTION a" K.O. BLOCK FILLED WIN) S BAR OVER 8" G.C. VERIFY - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) SHIM A5 POP-UP OUTLETS IA — 6" K.O. BLOCK FILLED W/0) 05 BAR CONT. OVER U �o O !(� 8" COMMON BLOCK COURSE OVER 8" REQ'D PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR, GROUTED SOLID. Q 8" PRE-ENGINEERED CONCRETE LINTEL I" FILLED W/(U S BAR. CA51NG _ 8" LINTELS SHALL BE FILLED, BELOW 5" K,O, Q LLM L• BLOCK FILLED AND REINFORCED WKI) 05 BAR ® 2x 5TUD5 (PER 5TD. �5 PLAN) BASE © — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 l� ro� CABINET EACH END WITH (1)51MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE �+ z 12ov BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" - I'-0" 42" H. RAILING 36" H, CONTINUOUS GRASPABLE 3/4" PLYWD, RAILING DECKING LINE OF 6'-8" MIN. FLOOR SYSTEM HEAP CLEARANCE Ion I, BEAMLu *— u 2x 5TRINGER5 (TYP.) IIS CY STORAGE I" NOSING UNDER (TYP.) STAIRS 2x TREADS AND Ix RISERS (TYP.) * * * * * * * 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH 8301 AND TABLE 8301.5 STAIR SECTION PER R13L.R - 6TH EDITION (2011). * * * * * * * 5CALE: 1/4" -1'-0" AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR FLOOR SYSTEM BEAM 7 RAILING * * * * 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HAN IL5 HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY A50VE THE LOWEST R15ER. 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 LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAIL$. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * UNDER-5TAIR PROTEGTION ENCLOSED ACCE6615LE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (20171) 8302.1 AND 8902JI FLAT HEADER AT 84" A.F.F. T.D.M. 91411 A.F.F. e 1"1,41N FLOOR 5TRUCTUR,4L LEGsEND WALL CONSTRUCTION a" K.O. BLOCK FILLED WIN) S BAR OVER 8" 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) CLG, INSULATION "5 BAR. IA — 6" K.O. BLOCK FILLED W/0) 05 BAR CONT. OVER U �o O !(� 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR, GROUTED SOLID. Q 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U S BAR. _ 8" LINTELS SHALL BE FILLED, BELOW 5" K,O, Q LLM L• BLOCK FILLED AND REINFORCED WKI) 05 BAR ® — PROVIDE (4) 2x4 STUDS W/ (1) 5IMP60N HTT4 CONNECTORS AT BASE. �5 PROVIDE (3) 2x6 5TUD5 W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. © — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 l� ro� FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE �+ z 12ov BOTTOM PLATE WITH (2) 51MP50N H25 CLIPS. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2950 PSI 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 NOTE: C.J. RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES I S INDICATES 2 S HATCHING LEGEND LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG, INSULATION x ro MA50NRY WALLS R 4.1 U �o O !(� R 30 GARAGE FRAME WALLS O -1 Co I 0U�M •m N ,r N Q LLM L• 0 ■� o� coo � � I E l� ro� on �+ z 12ov HATCHING LEGEND LOAD BEARING WALL INSULATE 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 • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 f116 �111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST„ SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 1 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V ZD 41 r"r 77, 0 C) C) fNoo 0 c) 5m ne 0 l< 1. 2582 "1 • TITLE • MAIN FLOOR PLAN NOTES STAIR SECTION DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR,1.7..ORIDA 34677 813.925..1300 TEL 813. 925.1800 FAX W W WnAVIS8EWS.COM TAMPA • L7E2qVEk EST. 1994 F�— f116 �111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST„ SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 1 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V ZD 41 r"r 77, 0 C) C) fNoo 0 c) 5m ne 0 l< 1. 2582 "1 • TITLE • MAIN FLOOR PLAN NOTES STAIR SECTION DETAILS • SHEET • 111 REFER TO 6HEET 2AI FOR MAIN FLOOR PLAN NOTES 15'-011 9' -SR 1 I' 41. 81.411 29'-011 W-211 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES K s 03) DAVIS BEWS DESIGN GKOVP C Vr O i W In EST. 1994 w _ i //Y•• , 6 • {i- 1. cA Lm N nod"' a6l L• t— 0 0 -0 r J L --J REFER TO 6HEET 2AI FOR MAIN FLOOR PLAN NOTES 15'-011 9' -SR 1 I' 41. 81.411 29'-011 W-211 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT K s 03) DAVIS BEWS DESIGN GKOVP C Vr O i W In EST. 1994 w _ i //Y•• , 6 • {i- 1. MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 K 03) DAVIS BEWS DESIGN GKOVP C Vr O 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DE -. E EST. 1994 0 _jc)to JMIsIjp I to 0(A�M Lm N nod"' L• 0 0 -0 0 rrrrl 0 J O I LL m E to J cm i _ f0 ro� 0o y� T� Z N� It • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 ,, iii �� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. IDWELL, 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 ( own z 0 C) 'r■r� C) 0 c) 5m F— ryo 1 CNW44 0 c%*w) ....I C%%*i >= I-- Q 2582 • T1 TLE • MAIN FLOOR PLAN DIMENSIONS 2A2 II 03) DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DE -. E EST. 1994 ,, iii �� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. IDWELL, 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 ( own z 0 C) 'r■r� C) 0 c) 5m F— ryo 1 CNW44 0 c%*w) ....I C%%*i >= I-- Q 2582 • T1 TLE • MAIN FLOOR PLAN DIMENSIONS 2A2 II ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.C.R, . 6TH EDITION (2011). Zc UA �ci :z -* TP REFER TO SHEET 2B2 FOR UPPER FLOOR PLAN DIMEN51ON5 In w 2x4 FRAME WALL R/5 BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. FLUSH FRAME TO FURRING BELOW N_ OPEN TO BELou1-� /-42" H. RAILING FLUSH FRAME TO FURRING BELOW 36" H CONTINUOUS GRASPABLE RAILING 2x 2x4 FRAME FRAME WALL WALL 2 - 3050 SH, HD, AT T-8° 42" H. RAILING 91.011 CLGU UUH . -� 42"H. RAILING 90 q II — 2-8x6-8 CLG. LOUVER DR LAY.;AT `00�1111111�'' TYPICAL WOOD FRAME CONNECTORS AT BASE. WINDOW SCHEDULE BEDROOM 3 M.C.Lu WINDOW WIDTHS /77 9'-0" FLAT CLG. 1 N 2yM 201 2411 I .L NO�2-6xb-8 JACK -STUDS AT EACH END WITH (2) 51MP60N ` 0raLL • M5TA30 STRAPS. WINDOW CALL -OUTS FLITCH PLATE TIED TO DOUBLE JACK -5705 AT ■IAF O H. PROVIDE 24" H. METAL PAN AND DRAIN Z 00 Z N G 01 A.H.U. (D 2011 1515 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W _^ 2411 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. rte' J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 4611 0 1840 5H 2040 5H 3040 5H 4040 5H '-'' z 6011 s 1850 5H 2050 5H 3050 5H 4050 5H 1211 1560 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINE)OW5, W WINDOW 51ZE5 AN[) INSTALLATION MAY VARY PER AND 5PECIFICATION5. OMANUFACTURER REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.C.R, . 6TH EDITION (2011). Zc UA �ci :z -* TP REFER TO SHEET 2B2 FOR UPPER FLOOR PLAN DIMEN51ON5 In w 2x4 FRAME WALL R/5 BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. FLUSH FRAME TO FURRING BELOW N_ OPEN TO BELou1-� /-42" H. RAILING FLUSH FRAME TO FURRING BELOW 36" H CONTINUOUS GRASPABLE RAILING 2x 2x4 FRAME FRAME WALL WALL 2 - 3050 SH, HD, AT T-8° 42" H. RAILING 91.011 CLGU UUH . -� 42"H. RAILING 90 q II — 2-8x6-8 CLG. LOUVER DR LAY.;AT `00�1111111�'' PROVIDE (3) 2x4 5TU0S W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. M Q i BEDROOM 3 M.C.Lu 12'-6"x11'-0" /77 9'-0" FLAT CLG. 1 N 2yM CPT. TILE I .L NO�2-6xb-8 JACK -STUDS AT EACH END WITH (2) 51MP60N ` 0raLL • M5TA30 STRAPS. 10 - PROVIDE 2 -PLY 2x12 No. 2 5YP BEAM W/ 1/2" 055 W.G. FLITCH PLATE TIED TO DOUBLE JACK -5705 AT ■IAF O H. PROVIDE 24" H. METAL PAN AND DRAIN STANDUNDER 00 Z N G 01 A.H.U. e LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. ■ i N N CLG! a I A/C 9'-011 24" H. METAL 1�� I CHASE CLG. STAND DR - - - R/5 - 24x68 (---7 R/S A.H. I L- - - - - LNO.2 $-0X6-8 2-64.8 PROVIDE 51-PA55 PAN AND DRAIN UNDER A.H.U. BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG BAJH3N CLG. c..i 3050 5H. � ND. AT 1'-811 * EGRE55 11.011 0 3 I I I ------- (----- -------....._......-- i I i I c0 I �r a I REFER TO SHEET 252 a I FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR STRUCTUR.,4L LEGEND `00�1111111�'' PROVIDE (3) 2x4 5TU0S W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. M Q i BEDROOM 3 LLI .- .Z.. o 12'-6"x11'-0" 0 9'-0" FLAT CLG. 1 N 2yM N N CLG! a I A/C 9'-011 24" H. METAL 1�� I CHASE CLG. STAND DR - - - R/5 - 24x68 (---7 R/S A.H. I L- - - - - LNO.2 $-0X6-8 2-64.8 PROVIDE 51-PA55 PAN AND DRAIN UNDER A.H.U. BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG BAJH3N CLG. c..i 3050 5H. � ND. AT 1'-811 * EGRE55 11.011 0 3 I I I ------- (----- -------....._......-- i I i I c0 I �r a I REFER TO SHEET 252 a I FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR STRUCTUR.,4L LEGEND `00�1111111�'' PROVIDE (3) 2x4 5TU0S W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. Cr0 J1�O -PROVIDE (3) 2x8 5TU05 W/ lU SIMP50N NTT4 LLI .- .Z.. o CONNECTORS AT BASE. 0 - PROVIDE 2 -PLY 1.15" x 1211 LVL BEAM NAILED 1 N 2yM TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) 51MP60N ` 0raLL • M5TA30 STRAPS. 10 - PROVIDE 2 -PLY 2x12 No. 2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK -5705 AT ■IAF O EACH END WITH (1) 51MP50N L6TAI2 STRAP. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 P51 MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 26 *2 5YP UXO. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES 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 F.B.CP, - 6TH EDITION (2011) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. . 6TH EDITION (2011) 83122 UPPER FLOOR PLAN NOTES SCALE: 1/4" - 11-011 GARAGE RIGHT • `00�1111111�'' • C x 03 w DAVIS BEWS DESIGN GROVP Cr0 J1�O 150 STATE STREET EAST OLDSMAR, RDM]DA 34677 813.925.1300 T'EL 813. 925.1800 FAX V VW.DAVLSBEWS.COM TAMPA • E?E -4V LLI .- .Z.. o 0 JMI�ap Koo 1 N 2yM WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES 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 F.B.CP, - 6TH EDITION (2011) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. . 6TH EDITION (2011) 83122 UPPER FLOOR PLAN NOTES SCALE: 1/4" - 11-011 GARAGE RIGHT • • C x 03 w DAVIS BEWS DESIGN GROVP Cr0 J1�O 150 STATE STREET EAST OLDSMAR, RDM]DA 34677 813.925.1300 T'EL 813. 925.1800 FAX V VW.DAVLSBEWS.COM TAMPA • E?E -4V --_-a EST. 1994 F-- 0 JMI�ap 1 N 2yM am TI T � L 2 Z1cn ` 0raLL • 0 0 ■IAF O E � �.Yrow J 00 Z N G 01 J08NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 �� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CoA 28035 v I PAUL Q. KIDWELL, P.E. #52683 - J{-ASN-D-REW 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 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 .._I 0 C) Ln C) rfoo 0 c) N � J Irrrr�� 2582 • TI TLE UPPER FLOOR PLAN NOTES DETAILS • SHEET 2B11 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RDM]DA 34677 813.925.1300 T'EL 813. 925.1800 FAX V VW.DAVLSBEWS.COM TAMPA • E?E -4V --_-a EST. 1994 F-- �� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CoA 28035 v I PAUL Q. KIDWELL, P.E. #52683 - J{-ASN-D-REW 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 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 .._I 0 C) Ln C) rfoo 0 c) N � J Irrrr�� 2582 • TI TLE UPPER FLOOR PLAN NOTES DETAILS • SHEET 2B11 El REFER TO SHEET 251 FOR UPPER FLOOR PLAN NOTE5 i REFER TO SHEET 251 FOR UPPER FLOOR PLAN NOTE5 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER B-1812783 CAD FILE NAME LOT 232—R ISSUED 01-04-18 CODE REMISED 05-15-18 K ro DAVIS BEWS DESIGN GROUP Ctoo O 0 J,� jco' 'A I co SII co N T iL O :9 5 .0 0_j Cp dO iL-�ro 04 ZJ.-(D 000 C�h ZcmvLd JOB NUMBER B-1812783 CAD FILE NAME LOT 232—R ISSUED 01-04-18 CODE REMISED 05-15-18 m, lil III 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 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. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY w 0 C) V) C) No, 0 c4sj 0 >= i� O N • TITLE ..... - UPPER FLOOR PLAN DIMENSIONS SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, RDR DA 34677 813.925.1300 TEL 813. 925 .1800 FAX W W WnAVISBEWS.COM TAMPA • L7ENVER. EST. 1994 F; m, lil III 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 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. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY w 0 C) V) C) No, 0 c4sj 0 >= i� O N • TITLE ..... - UPPER FLOOR PLAN DIMENSIONS SHEET • v 61/7 12 -SHINGLE 6� ROOF� PLT. HT. /5TUCCO10-TEMP. FINISH 7 SECOND FF, LINE SECOND FF. LINE _ T.O.M. /-TEXTURED FINISH 7 MAIN F.F. LINE GRADE LINE (ASSUMED) AA ROOF PLAN, SCALE: 1/8" - I'-011 WINDOW FALL. PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F,13-C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F5 -CR - 6TH EDITION (2011) 8312.2 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNE85 K Lo OF ALL, R416ED TEXTURED FINISH BANDING ac AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF TWICKNE5515 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT 5PK('1PIr. ICFYNInTF r.AI I _01 IT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C,R - 6TH 3/4" EDITION (2011) R103.11 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" AT 24" O.C. (TYPICAL) 2 CAR GARAGE Q6 SHINGLE 2 12 ROOF 6 IL /SHINGLE 6 12 �6 ROOF7 - SHINGLE PLT. HT. PLT. HT. ROOF PLT, HT. /5TUCCO %� _ FIN16H zSTUCCO * SHINGLE 6' r F.G. FG- * FINISH, ROOF SECOND FF. LINE _ 811 2 ROOF SECOND FF. LINE _ SECOND FF, LINE 4GG7 SHINGLE gll SECOND FF, LINE -T.O.M. - T.O.M. ROOF _ T.OM. _ _ _..-. _ MATCH /TEXTURED DISTANCE �, TEXTURED TEXTURED �* FIN15H AT FRONT �, �, FINISH FIN15H �l 'co �o MAIN F,F. LINES MAIN FF. LINE TEMP• MAIN FF. LINE -- _ _ _ _ _ _ GRADE LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) LEFT ELEVATION REAR ELEVATION SCALE: 1/8" - I'-011 SCALE: 1/8" - 14" SECTION AA EGRE55 NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT, HT. 4" BANDING (TYP.) SCALE: 1/6" - I'-011 6 1� Q6 GIRDE TRU65 -- 2-5TORY ❑ 07 VOLUME - 6 I� G.C. VERIFY ALUMINUM OVER 24 5UB-FA5CIA (TYPICAL) -_\ 15TUCCO FINISH � r1111111ff�� `' w +6:12 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS .� _ i I I I j j ATTIC AREA =139 SQ. FT, / 300 = 0.46 SQ, FT. I I N X144=67 SQ, IN, 6:12I 412 i HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN, I I I # UPPER 2/3 ROOF VENTS REQUIRED = 1 BANDING i 6 I HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN, _ _ _ _ _ _ _ I 6:12-------� I ACTUAL SOFFIT VENTILATION =124.8 SQ. IN, PLT. HT_ LOWER ROOF ZSTUCCO L1, I I o� TEXTURED VENT REQUIREMENTS I � I I � FINISH 7 I VENTILATION CALCULATIONS FIN16H I I N_. DDDD��DO LIGHT ATTIC AREA 529 SQ, FT, 300=1.76 SQ. FT, UPPER ROOF VENT REQUIREMENTS X 144 = 254 SQ. IN, I ; VENTILATION CALCULATIONS ❑ ❑ ❑ ❑ ❑ a ❑� I ATTIC AREA =1464 SQ, FT. / 300 = 4.88 SQ. FT, TYP. ! X 144 = 703 SQ, IN. 6:12 6:12 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN, I # UPPER 2/3 ROOF VENTS REQUIRED = 3 # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ, IN, (ASSUMED) I I I I I ACTUAL SOFFIT VENTILATION = 792.2 SQ. IN, 61/7 12 -SHINGLE 6� ROOF� PLT. HT. /5TUCCO10-TEMP. FINISH 7 SECOND FF, LINE SECOND FF. LINE _ T.O.M. /-TEXTURED FINISH 7 MAIN F.F. LINE GRADE LINE (ASSUMED) AA ROOF PLAN, SCALE: 1/8" - I'-011 WINDOW FALL. PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F,13-C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F5 -CR - 6TH EDITION (2011) 8312.2 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNE85 K Lo OF ALL, R416ED TEXTURED FINISH BANDING ac AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF TWICKNE5515 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT 5PK('1PIr. ICFYNInTF r.AI I _01 IT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C,R - 6TH 3/4" EDITION (2011) R103.11 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" AT 24" O.C. (TYPICAL) 2 CAR GARAGE Q6 SHINGLE 2 12 ROOF 6 IL /SHINGLE 6 12 �6 ROOF7 - SHINGLE PLT. HT. PLT. HT. ROOF PLT, HT. /5TUCCO %� _ FIN16H zSTUCCO * SHINGLE 6' r F.G. FG- * FINISH, ROOF SECOND FF. LINE _ 811 2 ROOF SECOND FF. LINE _ SECOND FF, LINE 4GG7 SHINGLE gll SECOND FF, LINE -T.O.M. - T.O.M. ROOF _ T.OM. _ _ _..-. _ MATCH /TEXTURED DISTANCE �, TEXTURED TEXTURED �* FIN15H AT FRONT �, �, FINISH FIN15H �l 'co �o MAIN F,F. LINES MAIN FF. LINE TEMP• MAIN FF. LINE -- _ _ _ _ _ _ GRADE LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) LEFT ELEVATION REAR ELEVATION SCALE: 1/8" - I'-011 SCALE: 1/8" - 14" SECTION AA EGRE55 NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT, HT. 4" BANDING (TYP.) SCALE: 1/6" - I'-011 6 1� Q6 GIRDE TRU65 -- 2-5TORY ❑ 07 VOLUME - 6 I� G.C. VERIFY ALUMINUM OVER 24 5UB-FA5CIA (TYPICAL) -_\ 15TUCCO FINISH � r1111111ff�� I w +6:12 6:12 ..._-." I re•w � I I � - L-------_- JL I I • Hca 16 11111111" 6:12I I I BANDING 8" BANDING I I PLT. HT_ LOWER ROOF ZSTUCCO L1, I ❑❑D❑❑❑CIOACH TEXTURED VENT REQUIREMENTS -B � FINISH 7 I VENTILATION CALCULATIONS 61/7 12 -SHINGLE 6� ROOF� PLT. HT. /5TUCCO10-TEMP. FINISH 7 SECOND FF, LINE SECOND FF. LINE _ T.O.M. /-TEXTURED FINISH 7 MAIN F.F. LINE GRADE LINE (ASSUMED) AA ROOF PLAN, SCALE: 1/8" - I'-011 WINDOW FALL. PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F,13-C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F5 -CR - 6TH EDITION (2011) 8312.2 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNE85 K Lo OF ALL, R416ED TEXTURED FINISH BANDING ac AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF TWICKNE5515 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT 5PK('1PIr. ICFYNInTF r.AI I _01 IT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C,R - 6TH 3/4" EDITION (2011) R103.11 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" AT 24" O.C. (TYPICAL) 2 CAR GARAGE Q6 SHINGLE 2 12 ROOF 6 IL /SHINGLE 6 12 �6 ROOF7 - SHINGLE PLT. HT. PLT. HT. ROOF PLT, HT. /5TUCCO %� _ FIN16H zSTUCCO * SHINGLE 6' r F.G. FG- * FINISH, ROOF SECOND FF. LINE _ 811 2 ROOF SECOND FF. LINE _ SECOND FF, LINE 4GG7 SHINGLE gll SECOND FF, LINE -T.O.M. - T.O.M. ROOF _ T.OM. _ _ _..-. _ MATCH /TEXTURED DISTANCE �, TEXTURED TEXTURED �* FIN15H AT FRONT �, �, FINISH FIN15H �l 'co �o MAIN F,F. LINES MAIN FF. LINE TEMP• MAIN FF. LINE -- _ _ _ _ _ _ GRADE LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) LEFT ELEVATION REAR ELEVATION SCALE: 1/8" - I'-011 SCALE: 1/8" - 14" SECTION AA EGRE55 NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT, HT. 4" BANDING (TYP.) SCALE: 1/6" - I'-011 6 1� Q6 GIRDE TRU65 -- 2-5TORY ❑ 07 VOLUME - 6 I� G.C. VERIFY ALUMINUM OVER 24 5UB-FA5CIA (TYPICAL) -_\ 15TUCCO FINISH � r1111111ff�� I w +6:12 6:12 ..._-." I re•w � ` CC • �• • ¢ .�+ � - L-------_- JL I -- - --- ---I • Hca 16 11111111" 6:12I -- - SHINGLE ROOF --- - 8" BANDING-`___ ANDING BANDING 8" BANDING _ _ _ _ PLT. HT_ LOWER ROOF ZSTUCCO ❑❑D❑❑❑CIOACH TEXTURED VENT REQUIREMENTS -B r FINISH 7 v VENTILATION CALCULATIONS FIN16H I N_. DDDD��DO LIGHT ATTIC AREA 529 SQ, FT, 300=1.76 SQ. FT, I i X 144 = 254 SQ. IN, SMOOTH S TEXTURED l+ 1") ❑ ❑ ❑ ❑ ❑ a ❑� I TYP. i 6:12 iw - 6:12 HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ, IN, OVERHANG I # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP -TEXTURED FINISH 7 �l (ASSUMED) NOTE: ALL BANDING 15 TO (UN.O.) BE RAI5ED SAND FIN15H HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ, IN, MAIN FF. LINE _ _ _ _ _ _ - SCALE: 1/4" - I'-011 ACTUAL SOFFIT VENTILATION = 270.4 SQ, IN, _ _ _ _ m GRADE LINE GRADE LINE (ASSUMED) cA�o r� j L---- -------- - --- ------j 61/7 12 -SHINGLE 6� ROOF� PLT. HT. /5TUCCO10-TEMP. FINISH 7 SECOND FF, LINE SECOND FF. LINE _ T.O.M. /-TEXTURED FINISH 7 MAIN F.F. LINE GRADE LINE (ASSUMED) AA ROOF PLAN, SCALE: 1/8" - I'-011 WINDOW FALL. PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F,13-C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F5 -CR - 6TH EDITION (2011) 8312.2 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNE85 K Lo OF ALL, R416ED TEXTURED FINISH BANDING ac AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF TWICKNE5515 TO BE Lu DIFFERENT IT WILL BE CALLED OUT AT 5PK('1PIr. ICFYNInTF r.AI I _01 IT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C,R - 6TH 3/4" EDITION (2011) R103.11 AND ASTM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" AT 24" O.C. (TYPICAL) 2 CAR GARAGE Q6 SHINGLE 2 12 ROOF 6 IL /SHINGLE 6 12 �6 ROOF7 - SHINGLE PLT. HT. PLT. HT. ROOF PLT, HT. /5TUCCO %� _ FIN16H zSTUCCO * SHINGLE 6' r F.G. FG- * FINISH, ROOF SECOND FF. LINE _ 811 2 ROOF SECOND FF. LINE _ SECOND FF, LINE 4GG7 SHINGLE gll SECOND FF, LINE -T.O.M. - T.O.M. ROOF _ T.OM. _ _ _..-. _ MATCH /TEXTURED DISTANCE �, TEXTURED TEXTURED �* FIN15H AT FRONT �, �, FINISH FIN15H �l 'co �o MAIN F,F. LINES MAIN FF. LINE TEMP• MAIN FF. LINE -- _ _ _ _ _ _ GRADE LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) LEFT ELEVATION REAR ELEVATION SCALE: 1/8" - I'-011 SCALE: 1/8" - 14" SECTION AA EGRE55 NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT, HT. 4" BANDING (TYP.) SCALE: 1/6" - I'-011 6 1� Q6 GIRDE TRU65 -- 2-5TORY ❑ 07 VOLUME - 6 I� G.C. VERIFY ALUMINUM OVER 24 5UB-FA5CIA (TYPICAL) -_\ 15TUCCO FINISH � r1111111ff�� /�err :: O : �`�••. • 2 re•w � ` CC • �• • ¢ .�+ p..- z .•, /� • • Hca 16 11111111" ON 12 /SH� INGLE "J6 RDOF 7 12 611 BANDING STUCCO FIN15H --•- SHINGLE ROOF - - PLT. HT, 12 /SHINGLE 6� 15TUCCO FINISH 7 611 BANDING STUCCO 2 SECOND F.F. LINE 1111-1 ;7 FINISH SECOND F.F. LINE DAVIS BEWS DESIGN GROUP C J r LID o 0 TAMPA • DENVER RDOH T.O.M. 5HINGLE -- - SHINGLE ROOF --- - T.O.M. 8" BANDING-`___ ANDING BANDING 8" BANDING _ _ _ _ '0 r, PLT. HT_ oa 0 ZSTUCCO ❑❑D❑❑❑CIOACH TEXTURED TEXTURED r FINISH 7 v SECOND FF, LINE FIN16H SECOND FF, LINE N_. DDDD��DO LIGHT SECOND FF. LINE SMOOTH SMOOTH S TEXTURED l+ 1") ❑ ❑ ❑ ❑ ❑ a ❑� TEXTURED QUOINS (TYP.) QUOINS (TYR) MAIN F.F. LINE _ _ _ _ _ N (+ I) _ MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND -TEXTURED FINISH 7 �l (ASSUMED) NOTE: ALL BANDING 15 TO � FINISH 7 «, �l BE RAI5ED SAND FIN15H FRONT ELEVATION MAIN FF. LINE _ _ _ _ _ _ - SCALE: 1/4" - I'-011 _ RIGHT ELEVATION TRADITIONAL ELEVATION "B" GARAGE RIGHT /-5HINGLE �6 DAVIS BEWS DESIGN GROUP C J r LID o 0 TAMPA • DENVER RDOH 12 ab 5HINGLE 'A 0N0M �/ �� N1 V >>Ja ROOF PLT. HTS _ _ _ _ _ '0 r, PLT. HT_ oa 0 ZSTUCCO /STUCCO /STUCCO --5HINGLE FINISH 7 r FINISH 7 FINISH 7 SHINGLE 2 SECOND FF, LINE ROOF� 811 SECOND FF, LINE 4 ROOF 8„ SECOND FF. LINE T.O.M. _ MATCH DISTANCE /TEXTURED /TEXTURED AT FRONT -TEXTURED FINISH 7 �l a, FINIS; 7 � FINISH 7 «, �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F,F. .INE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION TRADITIONAL ELEVATION "B" GARAGE RIGHT JOB NUMBER B-1812783 CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 C x co DAVIS BEWS DESIGN GROUP C J r LID o 0 TAMPA • DENVER a EST. 1994 o — 'A 0N0M �/ �� N1 V >>Ja 6 o©L1 '0 r, oa 0 I LL �,.N G� �CD �0 4 z12ov JOB NUMBER B-1812783 CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 H 111 111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CoA 28035 Al PAUL D. KIDWELL, P.E. #52683 ANDREW I 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY now C) C C7 F N 0 c cm-w**i >omC 2582 • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS 3TRB DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLLaSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER a EST. 1994 o — H 111 111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CoA 28035 Al PAUL D. KIDWELL, P.E. #52683 ANDREW I 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 IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY now C) C C7 F N 0 c cm-w**i >omC 2582 • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS 3TRB IOOF MATERIAL PER :LEVATIONS WITH APPROVED JNDERLAYMENT (REFER TO OVER SHEET) 'RE -ENGINEERED ROOF TRUSSES AT 24" O.C. JA 13 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING HURRICANE STRAP PER ROOF FRAMING PLAN BRIG. HGT. ALUM, DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL lslif ml 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 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 R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST 0 SILL PLATE 15/32 O.S.B. SHEATHING (SEE DETAIL B BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z 150 STATE STREET EAST OLDeMR, FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX VVWW.DAVISBEWS COM TAMPA • DENVER RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS 0 1 SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED y i r .5 j J N i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 'a L ; BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALIL I c ro� I w ISH WATER PROOF CAULKING I NO i 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 R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST 0 SILL PLATE _11 (SEE DETAIL B P� FOR OPTIONS) 150 STATE STREET EAST OLDeMR, FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX VVWW.DAVISBEWS COM TAMPA • DENVER G�0 WEATHER RESISTIVE BARRIER 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 r r r it r WEATHER EXTERIOR RESISTIVE r SHEATHING BARRIER TAPE SILL PLATE 2 r (ASSEMBLED 1 WINDOW) FLASHING r r 2 r r r FLASHING r DO NOT FLASH i OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ftTlawlW40"'Iq:41\M 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE �- 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 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 (51MM). 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 7.11. 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. I 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/HAMA 100, FMA/HAMA 200, FMANVDMA 250, FMA/AAMANVDMA 300, OR FMA/AAMANVDMA 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 JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED x 150 STATE STREET EAST OLDeMR, FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX VVWW.DAVISBEWS COM TAMPA • DENVER G�0 0 JMI,0 11 y i r .5 j J N ,` Lm8 'a L ; 0 0 v��ti 0 -j 0 c ro� LJ(Np L.0 NO 0 ZN�v JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED nrmirm rrrn • TITLE • FLASHING DETAILS SHEET FL1 DILVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDeMR, FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX VVWW.DAVISBEWS COM TAMPA • DENVER EST. 1994 F7 � nrmirm rrrn • TITLE • FLASHING DETAILS SHEET FL1 SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED / FLASHING NAILING FLANGE WALL SHEATHING WEATHER RESISTIVE ASPHALT SEALANT: //�/� A C�0 J0�O EST. 1994 EXTEND MIN. OF 6" ��j�� j BARRIER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES --- --' WINDOW UNIT EXTER, WALL FINISH SPECIFICATIONS ROOF CRICKET: DOOR ROUGH OPENING j OO 1,ti MIN: 3:12 SLOPE PLASTER STOP 0—� EO CRICKET AS „!.„J.,,,•l.,.,,l.,,.!•,' BY PLAN © (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER 0 0�'. o0 SLOPE T Z CN"j v 0.3 in: 12.0 in WOOD FRAME CONSTR. 3/4"-1" BEAD OF CONSTR. (0.6 cm :30.5 cm) SELF -ADHERED ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING FLASHING BY THRESHOLD OF DOOR AND RETURN LAPPING DOWN tw%» "";°t `°""'"` UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF EXTERIOR OVER RIM JOIST AND "s`»� " ' CAULKING CEMT. FIN. UP WALL BY 6 IN. SELF -ADHERED FLASHING BUILDING PAPER SEAL TOPS OF _ -- ^�w "'E �w � ,�ti WIRE LATH JOISTS UNDER w ^ ^' SUBFLOOR DECKING (SEE �» ;:rrro DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. ADHESIVE TOINSTALL SELF -ADHERED ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING �d.... ...i.. - LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE q ', WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD "' SECTION -A (SEE DETAIL WP02) O /� y SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING K ASPHALT SEALANT: //�/� CONT. GALV. "L" C�0 J0�O EST. 1994 EXTEND MIN. OF 6" ��j�� j FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FINISH SPECIFICATIONS ROOF CRICKET: j OO 1,ti MIN: 3:12 SLOPE PLASTER STOP 0—� EO CRICKET AS „!.„J.,,,•l.,.,,l.,,.!•,' BY PLAN © (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER 6” j DIVERTER t, FLASHING :< /IY 6" Jr J DRIP EDGE „,✓`': FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH >; _ �g r HOLD EXTERIOR a.` ;` e` FINISH 2" ABOVE : 1. r; `fit : .� : si° a`` a _` ROOF 21,:� ; o'` ° a:` •10 FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER o FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TE � CONT. GALV. "L' FLASHING PER / MANUFACTURE: SPECIFICATION,' OVER ROOF ROOF MATERIAL PER SHINGLES W/ TF ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT R°°F O�O� METAL DRIP EDGE TO q S BE UNDER UNDERLAYMENT AT ROOF EAVES 01- TYPICAL ETYPICAL ROOF TO °N°�`�'�"M�N� a EN WALL FLASHING DETAIL q_1 ti1 oo � 5��° aoR�� s\,"00 000 6E �5E DO NOT NAIL WITHIN 6" VALLEY CENTERLINE co \ RAKE METAL DRIP EDGE TO BE OVER 5EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7v 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 j TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT 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 \1 CEMENT PLASTER OVER BLOCK 1ST FLOOR i NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" D.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 OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMG1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM -JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH ADHERED FLASHING JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED K DAVIS BEWS DESIGN GROUP C�0 J0�O EST. 1994 0 j co ci 0N�M •_ T oGLL • OO 1,ti 0—� EO �E 0 0�'. o0 T Z CN"j v JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED THESE DETAILS ARE GENERIC AND MEANT FLASHING D TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.7.5. • TITLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STIL.EET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CC7M TAMPA • DENVER EST. 1994 THESE DETAILS ARE GENERIC AND MEANT FLASHING D TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.7.5. • TITLE • FLASHING DETAILS • SHEET • ELECTfRIC,AL KE' - DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 10-W.P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-6WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q, RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FANLIGHT COM51NATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) E7 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sa SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (r THERMOSTAT Cp ELECTRIC METER Gp GF.I. Am ELECTRIC PANEL DISCONNECT SWITCH _ _ _ ® SPEAKER (OPTIONAL) 3'-0"x3-0" A/C� 3'-0"x3-0" A IPAD (SEE MEC 1. (PAD (SEE MEC �. c ROUGH -IN FOR OPT, CEILING FAN ICONTRACTOR I (CONTRACTOR IFOR LOC.) I IFOR Loc) c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ L — — — L _ — — J 1,� ROUGN-IN FOR OPT. CEILING FAN NOTES- (2) A/C - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTERS (GF,I.) AS INDICATED DISCONK ON PIANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL NITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE. ..1411(UNLESS ABV COUNTERTOP) TELEV16ION... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, 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 120V 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 N,F.PA 10, N.E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A F086IL-FUEL-BURR41NG 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. ALAF415 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. r-------- -- � /I GATHERING ROOM E STD. LIGHT I OPT. FAN W LANAI / UP TO FAN/ LIGHT I --- E WALL MOUNT WP. AT 6411 G.F.I. CM D mv / (;SD ROUGH -IN FOR OPT. FANLIGHT / Q' OWNERS SUITE OWNERS BATH W.P. MAKE-UP LIGHT MAIN DISCONNECT (METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY MICROWAVE VENT HOOD AND OUTLET +14"_\MICRO TO EXTERIOR �GF.I. GF.i OF WINDOWS 0,FTIF 1 i I O G.C. VERIFY: LOCATION PENDANT I I n OF DISPOSAL SWITCH (VERIFY I I AND GF.I.OUTLET IS LOCATION)— UNDER SINK CABINET I G.F.I. ;Q'1 I \ / \O, O; (GRI. AT 4611 IGF.( \ _�s I DININGE G1 KITCHEN / GF.I. AT 3211 sD CH / \ ICM FOYER PENDANT (VERIFY LOCATION) I /i ROUGH -IN < J, F� T r- I— PANEL HALF STUDY 22 V. I BATH GF. LJ LALIN, 4/0 ALL CABLE � IMS K w A/C ELEC. 200 AMP AT.I. II 48 r ro _j Y� too DISC. TYP, \ "14 AND 12 COPPER TO INSIDE ID 1 Y/ Oc LIGHTS AND OUTLETS PANEL J N 10 COPPER TO 2 CAR GARAGE WATER HEATER 0 0 :2'a 08 COPPER TO RANGE 04 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. WF'. G.F.I. FOR TAG. SERVICE PORCH '01 G.G. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT4A � IMS K w COACH LIGHT ELEC. 200 AMP AT.I. II 48 r ro _j Y� too PANEL IRRIG. \ ID 1 Y/ Oc J N 2 CAR GARAGE 0 0 :2'a L. C°o F Y td 4 J_J I II Iia � y� op Croh T� z cli Ole • / I I I PusWBurTON FOR G.D. OPENER L--------- G.F.I. / COACH AT 4811 LIGHT i PORCH '01 G.G. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT4A • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REMISED 05-15--18 2500Z.0) � IMS K w r ro _j Y� too W W W.DAVISBEWSCOM 7-AMi"A •DENVER --ate-a EST. 1994 0 O _j 0' ID 1 Y/ Oc J N L 0 G iL • 0 0 :2'a L. C°o F Y td 4 J_J y� op Croh T� z cli Ole • • JOB NUMBER B-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REMISED 05-15--18 2500Z.0) W W W.DAVISBEWSCOM 7-AMi"A •DENVER --ate-a EST. 1994 �A O C) O rwyoo ne O 0001 C)O N>= � QL J r BEWS DAVISD11VIS BEWS DESIGN GROUP 150 STATE STRF�'1' EAST OLDSMAR, FLORIDA 346T1 813, 97S .1300 TEI.- 813.925.1800 FAX , • TITLE • MAIN FLOOR ELEC. PLAN AAAAAIIq AAAAIII•�AAA•� • SHEET • • I ELECTfRfCAL <E� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER *,P WEATHERPROOF DUPLEX OUTLET jk F i GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f j EXHAUST FAN ,,Q EXHAUST FAN/I.IGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR (AK -FAULT) so SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL - •� DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN V J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT.. CEILING 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.. 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS; RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE A.FC.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2014, F.B.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. `I. 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, S. 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/CARSON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAKE-UP LIGHTS UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • K 2 w.. DAVISEWS DILVIS BEWS DESIGN GROUP C0r i�J��Q o c _j Is CID 9J) Oil r N 6 °°U-• 0 "0 o �0 �-� E mro CJ }N Ducron z C', � • JOB NUMBER 8-1812783 • CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 25ot. , TITLE • UPPER FLOOR ELEC. PLAN DAVISEWS DILVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, F1.OR.IDA 3A677 813. 925.1300 TEL 813.925.1800 FAX W W W.C7AVISBEWS.CC7M TAMPA •DENVER, EST. 1994 25ot. , TITLE • UPPER FLOOR ELEC. PLAN j 1�1-811 141.411 FLOOR TRUSSES 301=011 ROOF TRUSSES_ FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRU65 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFE55IONAL ENGINEER. TU56 DESIGN NOTE: ADDITIONAL DELEGATED TRU65 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERWI5E I: ALL ONE 5TORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON META20 (AT EACH TRUSS) W1 X 1-1/2° (UN.O,) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C.MAX.) W1 (9) 10d x 1.1/2" (++5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,*) (UN.O,) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON HIDA W/ (16)10d x 1-1/2" OR 5IMP50N 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 SIMPSON M5TCMb0 MAY BE 51,155TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY • Lu o FRAMING FAFENER CAPACITY LEGEND O 5IMP50N MT5MI6, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) 11 6IMP50N HGT-3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)10d EMBED A.D. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE 5IMP50N METAIB-40 - (8)10d x 1-1/2" (TYP. FRAME TO MASONRY) 51MP60N 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) @ 51MP50N HIDA - ()8)106 X 11/211 (TYP. 5YP FRAME) 3 O 5IMP50N M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) 1g 5IMP50N MT512 - (14)10611/2" (TYP. 5YP FRAME TO FRAME ® 5IMP50N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO ALL-AROUND) 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 MAS/FRM ALL-AROUND) 1 5IMP50N LSTAIB - (14)10d (TYP. FRAME TO FRAME) O 5IMP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO 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 51MP5ON HTT4 - (1) 5/8" d1a. A.B, + I8 -16d BOLT IN SIMPSON SET EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE (TYP. SYP FRAME TO CONCRETE) FRAME ALL-AROUND) 16 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) (2) 2x8 PT W1 5/6" DIA. x 511 A.B. AT 1211 O.C. STAGGERED W1 SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT 5IMP50N HTT4 - (1) 5/8" DIA. ATR + (16)160. EMBED A,B. INTO MASONRY K0, BLOCK V (MIN) INTO MASONRY K.O. BLOCK WITH 17 (2) 5IMP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) LEDGER D (LD) - 5IMP50N SET EPDXY. (TYP. 5YP FRAME TO MASONRY) 18 (2) 5IMP50N HT520 - (24)10d 11/211 AT EA. STRAP (TYP. 5YP FRAME ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO).. ALTERNATE EQUAL OR BETTER SIMPSON HTT4 - (1) 5/8" DIA. ATR + (18)161). EMBED A.B. INTO TO FRAME) LEDGER E (LE) - MASONRY K0. BLOCK 12" (MIN) INTO MA50NRY K.O. BLOCK WITH SIMPSON 5ET-XP EPDXY, (TYP. 5YP FRAME TO MASONRY) 19 SIMPSON 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS 5IMP50N MGT - (1) 5/8 DIA, ATR. + 22-10d, EMBED ATR 12" (MIN) INTO MA50NRY K.O. BLOCK WITH 5IMP50N 5ET-XP EPDXY. (TYP 2� (3) 51MP60N HT520 - (24)10d 11/211 AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) LEDGER F (LF) - 2 -PLY TRU55 HEEL TO MASONRY) 21 (4) 5IMP50N HT520 - (24)10d 11/2" AT EA, STRAP (TYP. 5YP FRAME (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A 6IMP50N LGT3-5D5 2.5 (12)1/411 x 3" 5D5 AND (4) 3/6" x 511 TITEN HD INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1(TYP. FOR 3 -PLY TRU55 HEEL MASONRY) TO FRAME ALL-AROUND) 22 SEE GABLE END DETAIL ENGINEER DETAIL PAGES ® 5IMP50N M5TAM 36 - (4)1/411 x 21/4" TITEN TO BLOCK AND 1.10d TO FRAME 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.), SIMPSON HTT5KT - (1) 5/811 DIA. A.B.+ 26-5D 10" x 21/21' BOLT IN 6IMP50N SET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. 5YP 24 5IMP50N HT6MI6 - (8)10d x 11/2" wl (4)1/4" x 21/4" TITEN 2 (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N M6TCM40 W/ (14)-16d SINKERS AND (10)1/4" x 21/4" TITEN 2 1� 5IMP50N HGT-2 (2 ply member) -(2) 3/4" DIA. A.B. + 16-10d EMBED A.B. INTO MA50NRY K.D. BLOCK 12" (MIN) SET BOLTS IN 5IMP50N 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) SCREWS 2�o SIMPSON M5TCM60 W/ (20)-16d SINKERS AND (14)1/411x 2 1/4" TITEN 2 5CREW5 V NOT 5: I, TRUSSES ARE SHOWN AS PROVIDED BY THE MR CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED, 2. CAPACITIES ARE A5 PER 6IMP50N 5TRONG-TIE CATALOG (C -C-2011), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRU65 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFE55IONAL ENGINEER. TU56 DESIGN NOTE: ADDITIONAL DELEGATED TRU65 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERWI5E I: ALL ONE 5TORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON META20 (AT EACH TRUSS) W1 X 1-1/2° (UN.O,) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C.MAX.) W1 (9) 10d x 1.1/2" (++5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,*) (UN.O,) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON HIDA W/ (16)10d x 1-1/2" OR 5IMP50N 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 SIMPSON M5TCMb0 MAY BE 51,155TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY • Lu o NOTE- AT LEDGERS C ORD HU/HUC28 2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RE5PECTIVELY, U.N.O. 101916 T RADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS 5PECFICATI0N FOR LEDGERS (THE FPLLQWIJN0x SHALL AEPLI U.N.O.) LEDGER A (LA) - 2x4 PT UJ/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE < «: SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN OJc`�(\-0 LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 U.1/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (1(o11 O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE: 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 NAILING (TYP. UNO). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES PAUL D. KIDWELL, P.E. #52683 LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE Y/ ... SUBSTITUTE, UNLE55 THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE 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 LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W1 5/6" DIA. x 511 A.B. AT 1211 O.C. STAGGERED W1 SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE:. LEDGER D (LD) - (2) 2x8 PT U1/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (1(o11 O.C. MAX.) UJ/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO).. ALTERNATE EQUAL OR BETTER .. CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W1 5/6" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 SIMPSON H4 MIN, OR EQUAL AT TOP CHORD BEARING i4 OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS ce SUPPORT ALONG MASONRY WALL), LEDGER F (LF) - 2x8 PT U1/ 5/6" 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 TRUSSES). NOTE: THIS 15 A 0 REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 51STERED TO THE WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 f+ ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.), LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SPS25600 SCREWS AT EA. STUD 0611 O.C. MAX.) U)/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE 0 ACCEPTABLE. NOTE- AT LEDGERS C ORD HU/HUC28 2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RE5PECTIVELY, U.N.O. 101916 T RADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS • JOB NUMBER B-1812783 CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 � 4 h x td w < «: 1` 0 -j OJc`�(\-0 0 �jl � - VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 coo PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, Y/ ... .2 0 cv >>JT 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 6Q(L"' C% .. 0-jC0 (if) C) i4 �' ro ce J * W ro1� 0 0o c f+ z . 2 Ot 0111 • JOB NUMBER B-1812783 CAD FILE NAME LOT 232-R ISSUED 01-04-18 CODE REVISED 05-15-18 2582 • oil 14 • TI TLE • TRUSS STRAPPING PLAN • SHEETTR 0 1%A • i' < «: �jl � - VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CO A 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 0 (if) C) C) ce 0 c 0 c 4 c V >M C F- 2582 • oil 14 • TI TLE • TRUSS STRAPPING PLAN • SHEETTR 0 1%A • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 1/8" STUCCO OVER 1116" OSB AND ATTACHED PER THE ROOF CRITERIA UIITHIN THE "TYPICAL NAILING 5CHEDULE6 (FLOOR, ROOF, WALL)" A$ PER DETAIL 0/62. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION5 FOR PRODUCTS SPECIFIED ON THE PLAN5 DUE TO AVAILABILITY OR ECONOMICS, CHANGE5 SPECIFIED 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 TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 6 45 SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 8 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 TRU55 MANUFACTURER'S COMPONENTS a TH16 TIME # RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE,RE5PON515LE 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 M05T RECENT TPI CRITERIA. TRUSSES TO 5E HANDLED e INSTALLED USING MOST RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATION5 UNLE66 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENT5 APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTOR5. ALL COMPONENT5 TO BE DESIGNED FOR BOTH GRAVITY 8 UPLIFT LOAF-) 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 CONNECTION5 SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 6 PRE-5TRE55ED CONCRETE COMPONENTS 15 ANTICIPATED IN TH15 DESIGN, NAMELY LINTEL5 AND WIND RE515TANT 51LL5 SHALL BE USED THROUGHOUT UNLE58 SPECIFICALLY STATED OTHERWISE. ALL COMPONENT5 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 8 PLACED BASED ON THE DE51GN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF G,45TCRETE LINTELS AND 51LL6 OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, I=TC. ARE SHOWN HEREIN FOR ILLU5TRATION PURPOSE5 ONLY. • THE INFORMATION SHOWN 15 THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENT5 PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENT5 8 CLADDING PRE55URE5 REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY OR A5 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 8 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 6 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALL5 WHICH AL50 ACT A5 GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE A55ENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN. •• ALTERNATIVE TTIONS WHERE THE FLOOR 5Y5ING T ATOCA EM BE OW THE GUARDRAIL 15 PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/JOI5T/5EAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0,131 X 3-1/2" NAIL5 AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION (6) 0.131 X 3-1/2" NAIL5 EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "515TERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATION5 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 5D525Co00 SCREWS AT 5" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" 055 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 51DE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 CONNECTOR5 AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 51.5TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAIL5 STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAIL5. TH15 ATTACHMENT SHALL AL60 APPLY AT ALL CHANGE5 OF DIRECTION AT THE KNEE WALL. ALL KNEEWALLS THAT AL50 FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL 5E ATTACHED TO BOTH THE TOP AND BOTTOM PLATE5 WITH (3) 0.131 X 3-1/2" TOE NAIL5 OR EQUAL. •• 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 TH15 PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 8 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALL5 8 CEILINGS TO BE 1/2" DRYWALL, • 2 STORY HOM 5 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. • FRONT ENTRY 8 LANAI CEILING5 TO BE 1/8" STUCCO OVER 15/32" 058. ROOFING 8 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • 8904.5.1 NAIL5: •• NAILS SHALL 5ECORRO510N-RE6I6TANT NAZIS CONFORMING TO ASTM Flroro7 OR AN EQUAL CORROSION RES15TANC-E 5Y COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLE55 STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RE515TANT MATERIAL, OR CORROSION RE515TANCE SHALL BE DE'MON5TRATED IN ACCORDANCE WITH T45114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL & STICK) INSTALLED PER MANUFACTURE 5PEC5 * F5CR 905.1.1 • 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. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6''X(o"X3/S" STEEL ANGLE W/ 1/2" DIA. X 5" 51MP50N TITEN HD ANCHORS e 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER 8.1.,4. 8 F.B.C. CRITERIA, OR BY OTHERS • AT FRAME, USE 5"X5"X3/5" 5TEEL ANGLE W/ 3/S" DIA. X 4" LAG 5CREW5 Q 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHER5. • 5RICK/5T0NE TIES, ANGLES SUPPORTS, AE5THETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/45CE 5 45 APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RE5PON5I5LE FOR BRICK/STONE INSTALLATION INFORMATION, A5 BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRU85 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREA5, 6 LIMIT DEFLECTION TO 1-/(000 IN THESE AREA5 FOR PURP05E5 OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO $RICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT 46 NOTED 15 BY OTHER5. NOTED CRITERIA 15 A MINIMUM STANDARD. TIE5, FLASHINGS; WEEPS, CONTROL JOINTS, d ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL 5TONE, SIMULATED PRODUCTS & VENEER5 SHALL 5E INSTALLED PER MANUFACTURER'S SPECIFICATION5 8 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: L CODES 4 REFERENCE5: U. FLORIDA BUILDING; CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE CACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF M45ONRY STRUCTURES (T1115 402/AGI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DE51GN HANDBOOK FOR MASONRY STRUCTURES (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD5 FOR BUILDINGS 8 OTHER STRUCTURES (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION, 1,6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATE5T EDITION. 1.7, NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD 45SOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2, DESIGN CRITERIA: 2.1, ROOF LOADING: LIVE 20 P5F DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 P5F DEAD 15 PSF MIN. (5EE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING;: LIVE 40 PSF DEAD 15 P5F 2.4, FIN15H MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING; 5 P5F HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRU55 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU55E5 WHERE ANTICIPATED F-IN16H MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT 15 THE CONTRACTOR'5 RE5PON515ILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS A5 PER 2.4.1, STANDARD CEILING FINISH 15 5/5" OR LE65 GYPSUM MATERIAL. NON-5TANDARD LOADS WOULD INCLUDE PLASTER 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. SOIL: 3.1. MINIMUM ALLOWABLE 501L PRE55URE 15 ASSUMED TO BE 2,000 PSF A5 PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE 501L BEARING PRESSURE OF 2000 P5F. 3.3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 501L CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1, OPERATION INSTALLATION s PROCEDURE TO COMPLY WITH ACI 5TANDARD5. 4.2. CONCRETE s MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 28 DAY5 (U.N.O.). A 5 ASTM A615 GRADE 4.3. REINFORCEMENT REB R R DE C,0 (U.N.O.). 4:4. WELD WIRE FASRIC (WWF ASTM A185) or FIBER MESH PER C1116 TYPE III 4.13. USE 0,1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MA5ONRY: 5.1. MASONRY CONSTRUCTION $ MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/A8CE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIAN EXCEPT 45 MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: x.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR TH15 PROJECT.. 5.2,2, COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE 5TRE55 METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY A55URANCE 15 NOT APPLICABLE. 5.2.6. GROUT 5HALL COMPLY WITH 45TM C476. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 53. PRODUCTS: 5.3.1. MORTAR MATERIAL5 SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2, MASONRI' UNIT MATERIAL5 SHALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT. 5.3.3, REINFORCEMENT, PRE-5TRE55ED TENDONS, 8 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5, STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICA5L.E. 5.3.8. PRE-5TRE55ING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLE55 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUIT5 ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3, MA5ONRY EXPANSION AND CONTROL JOINTS 45 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED A5 ''REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT 5HOULD FOLLOW THE PROVII6ION5 OF TM5 402/AGI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/S")', AND 'MICHIGAN CONTROL JOINT'. �. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRE55ED 545, 8 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ,455OC I AT I ON. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP, 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED e BEAM OR GIRDER TRUS5 BEARING LOCATIONS. UNLE55 NOTED OTHERWISE. 6.3.2. ALL TRU55 BRACING LUMBER SHALL 5E S.Y.P. 112 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED e 16" O.C. 4 5HALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING 5.1'.P. COMPONENTS, #2 GRADE 5HALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY' BE 412 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 FLOCKING 1N ALL WALL 5TUD5 OVER 0'-0 ,� MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS e 4'-0 O.G. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES $ SHALL BE FASTENED PER DETAILS HEREIN, INTERIOR BEARING COLiUMN5/5TUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATE5 A5 LONG AS TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 5HALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5, PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A GGA SALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-571 4 FARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIP5 (MAXIMUM 24" O.0.), (5EE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN, CONTRACTOR 5HALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'5 WARRANTY REQUIREMENT5. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 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 COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENT5. ALL NAIL5 EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG; TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR A5 PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF 5Y5TEM SHALL BE INSTALLED PER 5CS1 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/52, ATTACH TO 5LA5 WITH 1/2" DIA. x 10" A.B. Q 24" O.C. OR TO WOOD FLOOR 5Y5TEM WITH (2) 51MP50N 5D525600 ia 24" O.C. MAX. TO FLOOR TRU55E5 OR BLOCKING A5 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 51MP5ON HT516 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL' F-762. BLOCKING DEFINED (THE LO INC 8HALL APPLY .N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC, TERM. TH15 NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (B) 0.151XB-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATNI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY; U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATNI5E WITHIN THE PLANE OF THE TRUS5 WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE NEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECESSARY TO FACILITATE THE ITEM FOR NHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING U5ED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW NITHIN THE AREA TAKEN UP BY TRU55 NORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LONER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATION5 BLOCKING NHICH SUPPORTS 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 AS PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPIN6, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR BUCK ATTACHMENT FOLLOWING SHALL ZFELY N-0 • IF ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING;. IF 2x ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS e 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYR ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATION5 (THE FOLLOWING SHAG LY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND 15 NOT RE5PON51BLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA RE, - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N,O) • ALL 1/2 DIA - 4,15, INTO THE TOP OFA MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/8" DIA.A.5. INTO THE SIDE OF FILLED MA60NRY MINIMUM EMBEDMENT r5'. SHALL HAVE A M E BEDNT OF E • ALL 1/2."- DIA.A.5. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL NAVE A MINIMUM EMBEDMENT OF 6", • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF `(". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. SPECIFICATION FOR LANDING5 $ 5TAIR CONSTRUCTION ?U (THE FOLLOUJING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 12 5YP.ALL '�� %•• • STRINGERS 5TRINGER5 RUN PARALLEL TO RED B1 FLOORPER ALL SHALL IC HANGER. BE ATTACHED: •• 6 MASONRY/GONG. WITH 4" DIA X 3 TAPCON5 AT 5" O:C. 5TAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• 6 WOOD WITH (4) 0.131 X 3�" NAIL5 AT EA. STUD MIN. (16" O.C. MAX) •• IF 5TRINGER5 ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG.), ATTACH FOOT TO FLOOR: •• CONC. W/ 4" DIA. X 3" TAPCON5 a 12" O.C. •• WOOD ATTACH W/ 0.131 X 31 NAIL5 AT 8 O.C. TO TRU55/JOI6T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. 6 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12'"1 5YP WITH 2-2X4 SUPPORT STUDS 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 JOIST, e (2) 0.131 X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3'" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. •• •• CRETE ATTACHMENT. ATTACH JOISTS TFC O LEDGERS OR BEAMS WITH SIMPSONLU52(o ANGERS ORE UAL. • THE SPECIFICATION LI5TED ABOVE OR MINIMUM 5PEG5, 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS / HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SY5TEM5 MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 8 SECTION 8312. CONFL f CT5 (THE FOLLOWING SHALL APPLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEM5ELVE5, THE CODE, OR THE MANUFACTURER'5 SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. D 15CLAIMER (THE FOLLOWING SHALL APPLY U.N.O.) GONTRAGTOR 15 TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DI5GREPANGIE5 TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. ANY CHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. ULTIMATE WIND SPEED (Vult) NOMINAL WIND SPEED (Valt) RISK CATEGORY WIND EXPOSURE INT, PRESSURE COEFF. MAX. MEAN ROOF HEIGHT 142 MPH 110 MPH +/- 0.18 ENCLOSED 27.5' MAX. COMPONENTS AND CLADDING (ULTIMATE) ROOF ® 10 SQFT + 28.6 /-117.1 PSF © 20 SOFT + 26.5/-109.1 PSF © 50 SQFT + 22.3/- 99.4 PSF ® 100 SQFT + 20.2/- 91.8 PSF WALL © 10 SQFT + 49.7/- 66.7 PSF © 20 SQFT + 46.,3/- 62.3 PSF © 50 SQFT + 44.6 /- 56.9 PSF © 100 SQFT + 42.1 /- 55.2 PSF © 500 SQFT + 37.1 /- 41.3 PSF GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF DK/PK - 10' WIDTH + 43.6/- 48.9 PSF ADDED 160 MPH SHEETS 12' WIDTH + 42,9 - 48.3 PSF 16'+ WIDTH + 42.0/- 47.5 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE 4 11 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 1$ PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK - REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Wd 121 0-- aaWo W z Z W ~ to 19u+ I.LI Om W p OQd li o wa °Eir O 2,t t; zzv0 Q eel oco j0Wz WZo� � c7�c�w = c4 Vf CO > u 4 a =ozz o�3gaz I_ �. K w 00 Faoo z p Z w GC x U, � O' OH � J nW' W J Q� �03o zW0 L I J cc u- cWJl7 Wlz-'7�a''w5 J z Was WW�� Q �wzyaG d Wgad W o c a Um ..j 0 M (� Ln Uj N Z M r4 � m 00 W Na 00 O Uj r4 3 Ln ZW O 'gr 0 2� Z cYi0 G1� LU UJ r -I u xQUo0 Q" uu Z N o - O '• c�2 «i •_ a 'Z • 1 DATE 03_Pi8_IS SCALE N071FO DRAWN MK/PDK JOB content: Structural Notes Sheet number: N 1 142-21.5 _ ,...,�,.,,. .�..��-,.:aw..:.w,..I„�an.�+,«�»m�mr.�u+„�na::. : •wnva�aiw.w,Ym�xia,w�mmu�wsu,+�u�v,ar�s+�wn.+.ev�w�f++s.•mwF+. ,_ PRE- ENGINEERED WOOD 12 TRU55E5 e 24” 0/C UPLIFT CONNECTOR (SEE TRU55 (TYP.) 5EE ELEV. SHEET FOR SCHEDULE) 5IMP60N 5P2 EA.5TUD -- 1/16” APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE 112X" FASTENING 5.P.F. TOP PLATE 10" MIN. K.D. CMU BONA — — BEAM EMBED AGI ' 5TD. HOOK IN ' BOND BM. 15 BAR VERTICAL WALL REINF, *; GROUT CELL5 SOLID SEE PLAN FOR LOCATIONS "5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. •R d' GLEAN OUT EMBED AGI J 0'-0" FINISHED 5TD. HOOK IN ya' a; FLOOR 2X4 PT 5TUD5 -a 16" O.C. OR0- (1)2X4 FOOTING CRICKET A5 a y '• FOOTING SEE FOUNDATION ( l )2X4 PT STUD 6 24" O.G. :.•d ' = a . REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 SIMPSON 6P1 a EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" IDIA.x6 A.B. -1 24" O.C. UPLIFT CONNECTOR (SEE 5CHEDULE) 51MP5ON META20 6 EA.STUID M015TURE BARRIER 8"XS"X16" K.O. BLOCK W/1 "5 CON . (1)05 VERT. IN CONGFILLED CELL 4 FILLED W/2500 P51 GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATr,HING LEGEND NOTE: b; AT 2x6 WALLS USE 5PH6 REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHE5) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, 11411 ilcil 11pV111311h V1 �ID11 "All a °1, lint . IT)" 11/5 4I/2 15 2 I/i4" 4 1/2 S1/4 ° "4 21/2 a ° Q a.a 1 V a,' I U I a: "../ •4=2 I/2 I 1.5 113/4 �. 41 I $ /. a` a let 32u 15 1/2 26 ° 3 3/4 9 14 30 4 1/2" 9 181/2 J \. °'I 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 08 0 - - 8" 12 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK co 0. 9" 10" MIN. K.D. CMU BONA — — BEAM EMBED AGI ' 5TD. HOOK IN ' BOND BM. 15 BAR VERTICAL WALL REINF, *; GROUT CELL5 SOLID SEE PLAN FOR LOCATIONS "5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. •R d' GLEAN OUT EMBED AGI J 0'-0" FINISHED 5TD. HOOK IN ya' a; FLOOR 2X4 PT 5TUD5 -a 16" O.C. OR0- (1)2X4 FOOTING CRICKET A5 a y '• FOOTING SEE FOUNDATION ( l )2X4 PT STUD 6 24" O.G. :.•d ' = a . REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 SIMPSON 6P1 a EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" IDIA.x6 A.B. -1 24" O.C. UPLIFT CONNECTOR (SEE 5CHEDULE) 51MP5ON META20 6 EA.STUID M015TURE BARRIER 8"XS"X16" K.O. BLOCK W/1 "5 CON . (1)05 VERT. IN CONGFILLED CELL 4 FILLED W/2500 P51 GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATr,HING LEGEND NOTE: b; AT 2x6 WALLS USE 5PH6 REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHE5) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, 11411 ilcil 11pV111311h V1 �ID11 "All 11511 lint . IT)" 03 11/5 4I/2 15 2 I/i4" 4 1/2 S1/4 16 "4 21/2 6 91/2 20 3" 6 121/2 21 "5 3 1/8 1.5 113/4 25 3 3/4" 1.5 15 1/2 26 06 3 3/4 9 14 30 4 1/2" 9 181/2 35 01 4 3/8 10.5 16 1/2 35 5 1/4" 10.5 21 3/4 53 08 0 - - 8" 12 243/4 14 waa� HLUOc � W :c�m N co 0. 9" 13.5 28 95 ° PLAN FOR 51ZE5 4 MORE INFO. Ja • �, d ti K-L--�Masonry Wall Reinforced Cell Detail $.1 SCALE: NTS 10" MIN, ° a 8x8 K.O. CUM BOND BEAM — — — — — w/ I- "5 BAR CONT. a PRE-ENGINEERED CONC. LINTEL — — — — — — — w/ 1- 05 BAR CONT, CONNECTORS IN LIEU OFEMBED AGI INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail NOT FOR USE IN THE HVHZ (DADE, BROWARD) 5TD. HOOK IN "5 BAR VERTICAL WALL REINF. (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALL5 USE 5PH8 S-1 SCALE: NTS BOND BM. GROUT CELL5 50LID SEE PLAN FLOOR INTO DBL , UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRG TRU55 BRG. FOR WALLS LARGER THAN 1 Rebar Lap, Embedment & Hook Schedule 2x8, USE 51MP50N 6PI'5 ON EACH 51DE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO S-1 SCALE: NTS SEE PLAN SEE PLAN NOTE: BOTTOM PLATE 51MP50N DOOR MANUFACTURERS INSTALLATION , HATCHING LEGEND REGARDLESS SP2'6 ON EACH SIDE OF INSTRUCTIONS FOR SPACING 4 SIZE) "5 DOWELS SEE PLAN FOR STUD BEARING OF HATCHING FASTEN EA. 5TUp STUD TO TOP PLATES. "5 VERT• WALL NOTE: LOCATION LAP 25" MIN. SHOWN ON REINF. GROUT "AT 2x6 WALL5 USE 5PH6 CELL5 SOLID 2x6 P.T. JAMB WALL TO TOP PLATE w/ U.N.O. � UPLIFT CONNECTOR CONNECTORS IN LIEU OF EMBED ACI GLEAN OUT (SEE PLAN FOR PLANS, WALLS SIMP50N SPH4 w/ a INTERIOR LOAD SEE TRUSS SHEET FOR (SEE TRU55 SHEET 5PW4 CONNECTORS SHOWN. 5TD. HOOK IN BEARING WALL SIZE) SYP 2x4 MIN. THAT 5UPPORT 12-106 NAILS • NOTE: AT 2x8 WALL5 USE 5PH8 EA UPLIFT) 5TUD5 16" O/C ROOF TRU5SE5 ADDITIONAL STRAPPING A FOR SCHEDULE) Q NOTWITHSTANDING MANUFACTURERS CONNECTORS IN LIEU OF FOOTING EITHER COLUMNS 5PECIFICATION6, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. - r FLOOR FINISHED DIRECTLY OR ° �"OR 6 GARAGE TO STUD BEARING WALL (SEE MIN. SHALL BE ATTACHED TO THE DBL, TOP PLATS (1) 5MPSON 5PH4 W/l12) 106 FOR WALL5 LARGER THAN 4 INDIRECTLY PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8; USE 51MP50N 5P1'5 ON `� y °; .: FOOTING SEE FOUNDATION PLAN HOUSE WALL5, .... R SIZES 4 MORE INFO, GARAGE TO ARE TO BE INSULATE PER 5TUD5 6 16 O/C A.5.AT 24 O.G. STARTING 9 MAX, 1/2" GYP. BOARD EACH 51DE OF STUD TO FO Z BUILT AS TRACK/BRACKET FROM THE 5L,48, USE 2" DIA. WASHERS 1/2 GYP. BOARD BOTTOM PLATE 4 SIMP50N ° a 1/2 DIA. x 8 HOUSE WALL5, CALC5/5PEC5 1/2" DIA. x 8" TITEN HD 6 24" yd ` TITEN HD �1 48" INSULATE PER BEARING WALL O.G. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK 5P2'5 ON EACH SIDE OF y. ' O.C. MAX (SEE CALC5/5PEC5 W/UPLIFT 1500 L55. ON EACH TRU55 5PEC5. ATTACHMENTS TO THE JAMB ARE 8Y 2X S•Y.P. 15TUD5 16"O.C. STUD TO TOP PLATES. a FOUNDATION (1) 6IMP50N 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER, THESE 5PECIFICATION5 SECURE PLATE W/ 10" 1/2" DIA. U•N•O•11 PLAN FOR w/ 12-106 NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" 5OLT5 4 WA5HER5 e 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTION5) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./SPEC6. 4:2Basonry Column @ Lanai/Entry Detail EXCEPTIONS) PT BOTTOM PLATE NEEDEDROOF LIFT) PT BOTTOM PLATE S-1 SCALE: NTS DOOR OLA U MANUFACTURER SHALL (REFER TO THICKNESS) FLR PLN FOR CONT. 2X PT 50LE PLATE S-1 SCALE:NTS 4 • . . ad• Q a 0 0 l l) 51MP50N 5PH4 W/(12) 106 ° m " DSL 5YP TOP PLATE ° '- "5 BAR TRANSITION ° — 4"GONG. 5LA8. SEE COMMON NAILS EA. STUD STEEL ACI 5TD. I_ I_ ° d, i FOOTING SEE FOR WOOD FRAME WALL TO _ FOUND. PLAN FOR N 4 HOOK (TYP) I-- �..._.._ I� �I FOOTING SEE 1 — FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. W K.D. CMU BONA FOUNDATION PLAN FOR I— BEAM III I —III=III-- FOR 51ZE5 4 MORE OCCUR Q A LINTEL USE 1/2" x 6" EL V 01-011 TOP OF SLAB 0 SIZES MORE (NFD. 5P4 TOP — (NFD. THREADED ROD SET IN ' ''' N T OXY. D -->---.a >0 C Load Brn Interior Stud Part. Detail SIMPSo 5E EP Load Brn Interior Stud Part. Detail Z u- SCALE: NTS !L v... s..•': °.: <. SEE FOUND. PLAN •• S-1 SCALE: NTS 2 X 5.Y.P. 5TUD5 16 D.G. - U.N.D. VERT. WALL REINF•\`� •.• Without Uplift With Uplift FOOTING SEE I� W FOUNDATION PLAN FOR OA BEARING O CLEAN 4 COMPACTED SOIL. LOAD R R SIZES MORE INFO. "5 BAR TRANSITION SHINGLE /TILE ROOF -SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD HOOK ACI (TYP) v (95°ro MODIFIED PROCTOR PER ASTM D1557) eZ PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 a 24" O.C. p :•Lu PER MANUFACTURERS SPECIFICATIONS. SEE 8 G. M. U. Cara a Wall Section Brn Wall o a CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV, 10" x 1/2" DIA. "J" p - DOCUMENTATION TO IN5PECTOR S TIME OF R-38 INSULATION OR PER ENERGY CALC5, SOLT5 4 WASHERS 1" X P.T.STUD S-1 SCALE:NTS D 4 W/ Uplift �••d INSPECTION. IF SHINGLE 15 USED 2 -0 D.C. (MAX) yr "5 VERT. IN FILLED p 11 '� • e UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLE55 NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.1.1 TRUS5 SHEET FOR MORE INFO, FOR EXTERIOR 10 BRNG. OR GARAGE 1/2" DIA x 6 P Masonr Transition Detail BRNG WALL TITEN HD TRUES (4) 106 NAIL5 INTO S-1 SCALE: NTS ELEVATION VARIES BRG. DBL TOP PLATE TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. SD. CEILING COMPLY WITH FBCR 302.1. 5EE UPLIFT. 24" O.C. IF EXTERIOR FIN15H 1/2" GYP. BOARD d °' TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR WITH UPLIFT. (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY PAGE FOR GARAGE 5OFFIT/FA5CIA DETAIL SECURE PLATE W/ 10 1/2 APPLICATION — p p o .p DIA. J BOLTS 4 GROUTED VARIES SEE ROOF PLAN ° ° ° GRADE WASHERS 4'-0" O.C. A (MAX.) CENTERED ON 2X 5.Y.P. 01 5TUD5 16"O.C. Ix2 PT NAILER L 4 EPDXY 8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR (U 51MP5ON 5PH4 p p — _ _ WALL. (REFER TO FND INTO LINTEL BONA CONT. (MIN LAP = 25")GROUT CELL5 TYP. ° °'p •" a , .p y — — FLR PLN FOR WALL OR CIP BEAM ° SOT NOTE: DOWELS: WHERE FOOTING 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. ^ . I-T� INSULATION OR PER ENERGY °,p p p _ THICKNESS) CALC5./SPECS. ABOVE WITHMINIMUM DOW L AR PLACED INCORRECTLY VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL Q p DR MISTAKENLY ELIMINATED, REPLACE ° ° I I CONT, 2X PT 50LE PLATE EMBEDMENT OF 5 ( DOWEL AT 60PR BAR. INSTALLLIN SLAB EMBED AGI 5TD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE I I—_ 4 CONC. 5LA8, USE 5IMP5ON SET IN BOND 8M. "5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR ° — a — — — 5EE FOUND. PLAN NIGH STRENGTH °J W/ 5" MINIMUM EMBEDMENT USE PRECAST GONG SILL — _ — — — = I I I 51MP50N SET EPDXY. MAXIMUM OF 3 SIZES � MORE INFO.. � — — 1— FOR MORE INFO. EPDXY IN A ROW 4/OR 10 TOTAL ON A CURTAIN NAILER PT II I—I I =—I_— -- I I i—I q .' ` : 1=L V 0 -0 TDP OF SLAB PROJECT WITHOUT WRITTEN APPROVAL. ...• .,. Ix4 WINDOWS S•G.D. 05 BAR VERT. WALL REINF. CONT.— - • MISSING TRU55 ANCHORS: TRUSSES TO BOND BEAM. EMBED AGI STD. "AT NOTE:x6 WALLS USE 5PH6 CONNECTOR5 IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALL5 Q — — — — — a ±"' .. ° WHICH RE PLACE[) CH THAT AN WINDOW W/ SCREEN NOOK 6" IN BOND BEAM. GROUT USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN W FOOTING SEE. SEEouND. PLAN EMBEDMENT ANCHOR 15 MISPLACED (WHERE APPLICABLE) CELL5 SOLID. 2x8, USE SIMP50N 5P15 ON EACH SIDE OF STUD TO 80TTOM PLATE 4 51MP50N 5P2 S ON FOUNDATION PLAN DRILL 4 EPDXY OR MISSING MAY BE FASTENED TO THE EACH SIDE OF 5TUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE M CLEAN COMPACTED SOIL. MINIMUM EMBEDMENT u MASONRY BOND BEAM U51NG ONE 8"x16" G.M.U. PER ASTM C-90 (TYP.) INFO, 195io MODIFIED PROCTOR PER ASTM p155 I) 5 51MP50N SET I 5IMP50N HT5M16, MAX. CAP 15 1115 ". 1x2 PT FIR STRIP 6 24" D.C. FM=1900 P.5.1. (MIN.) W/ TYPE M OR EPDXY N MAXIMUM OF 5 IN A ROW 10 TOTAL 5 MORTAR PER ASTM C-210 1x4 PT BASE NAILER K Gara a Wall Section Brn Wall ° � WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" AB AT INT. SHEAR WALL S 1 SCALE: NTS -� INSUL. PER GALLS. $SPECS OR TITEN HD ONLY USE IMP5ON H3 W/O U Ilft EXI5TING MA50NRY a 4"GONG. SLAB. SEE — — O O.C. IN w/ ATEa-aNAILS FASTEN BOND BEAM OR FOUND. PLAN TO TOP 4 BOTTOM 5LA8 ELV 0'-0" TOP OF 5LA8 REINFORCED CELL PLATE PLUS HORIZ. 2X STUDS FOOTING SEE — BLOCKING 6 48" O.C. 1/2" GYP. BOARD 24"O.G. FOUNDATION PLAN FOR a 2x4 PLATE SECURE PLATE W/ 51ZE5 4 MORE INFO. HILT( CF62 POWDER INSULATION OR p ACTUATED PINS 5/8 CE 3.1.2 IOUS FINISH PER � 48" O -C, OR EQUAL caLLC5 5PEC5. TYP. Retrofit Vert. Dowel Detail o T ical Ext. MasonryWall Section FBCR 103.1.2 CONT. 2X PT SOLE 5-1 SCALE: NTS S-1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT M1551NG ANCHOR BOLTS AT BEARING WALL: MORE INFO. EL V 0'-0" TOP OF 5LA8 TOP TIE BEAM PLAN NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: d "' ,�.'.• ',° — 5CHEDULE SEE N -I FOR — — — — — — — — — — 05 VERT. CORNER 1• 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHOR5 SPACED A MAXIMUM OF 24" O.C. w °' — =' - �'` '° ADDITIONAL/ALTERNATE "^ '^—� CELL FILLED W/ N FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: N CONCRETE FOOTING SEE CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHOR5 5PACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RE515TING GRAVITY 51ZE5 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM DI55.1) BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS 05 LAP —CONT. 05 EXP05ED FACE COURSES M Garage Wall Section Non-Brn 25" LAP CMU Wall Control Joint Detail H Wood Frame To MasonryAttachment Detail $-1 SCALE: NTS � Example $-1 SCALE: NTS R Corner Continuity Detail $ 1 SCALE: N.T.S. Brng Wall Only$ -1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN6, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK w o � � SS t¢ <C ua p UJ 10 F-ZOC wF LZJ w m w E p= a D W d ou s b o r >R ncoN--»u DUj N LU W �aZ40W cn M -1 zzzz 62RM29 4 t~ pw. 2',��Orrl7 52O ecW C 0 cl: CSLLPL ww0�gF- J a03o ?w Wg © C LL waa� HLUOc � W :c�m N co 0. M (� L w NZ�,MN a -M Jc* Lou, 00cnLLI Ln - - _ N v� 0_ _j Ztt. O Q w ryi O 6 w `Z Uj 00 tJ LL ¢ X Q Z vi 0. O C I//0 or U) •Z 'O� e® �4 q LIJ DATE rjj3-f1>8-i8 SCALE N077FZ) DRAWN MK/PC K JOB - Sheet content: Structural Details Sheet number: �1 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL UNDERL4YMENT TO DORMER ROOF BY WITH 1/2 ANCHOR BOLT 24 O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) a WALL TO BE ATTACHED WITH General Irre ular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-1/4" TAPCON '� 12" O.C. OR PER MANUFACT. M PROVIDED BY FRAME (SEE PLAN) S-2 SOLE: NTS CONTRACTOR, 71 SPECS. CMU WALL BELOW 51MP50N C516 I/2" GYP. BOARD SEE CORNER a 16" O.G. NOTE ON N-1 PAGE FOR HORIZONTALLY GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 a EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS a EACH ENDROOF TRU55 BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ SIMPSON 5PH4 a �'�l TYP. LOAD BEARING WALL SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2'!x4" s 16" O.C. (SINGLE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TDP PLT.) TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPING TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN EA. STUD NOTE: TO TOP PLATE w/ AT 2x6 WALLS USE FASTEN HEADER PER HDR. DETAIL "J/52"SEE TITEN HD BOLTS DORMER ROOF BY TRUSS MANUF, Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS • • • SIMPSON 5P2 w/ (122))NAIL FULL DEPTH BLOCKING GES PANEL EDw/ S 2 SCALE: NTS 51MP50N MT52 a EACH TRUSS - LINTEL. 5EE L530 OR DOUBLE BOTT. U.N.O. PLATE AT EQ., TYP, OPENINGS OVER WHEN NECESSARY To MAINTAIN PROPER 6'-2" TYP. I I CLEARANCES FOR THE WINDOW/DOOR TRUE TRU55 SHEET 2x TOP PLATE 5EE TRUSS SWEET 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ ENGINEERING, LLG SHALL AUTOMATICALLY E HARMLE55 TO ANY LIABILITY; CLAIMS, 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS a 12" O.C. WITH MAX. 6" FROM - TOP CHORD EA. END R THREADED ROD END OF MEMBER a MA5. WITHIN AN OPENING, IT 15 ACCEPTABLE F- TYP. LOAD BEARING WALL CON5T. 6IMP50N MT51,5 OPENINGS. WINDOW ATTACHMENT PER MANUFACTURER'S 2"x4" a 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRU55 INFO WINDOW ATTACHMENT POINTS t0 2X USE 51MP50N 5P2 a STUD TO TOP PLATE, SPI STUD TO MEMBERS OR DIRECTLY TO CMU/WOOD 2X MEMBERS ATTACHED 7/16" MIN, A.P.A. FRAMING ONLY. NUMBER OF DIAD. MEMBERS BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 At W/51MP50N A35 WHERE NEEDED TMEETRER'S 16" O.C. - BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) TRUSS TO TRUSS ON TOP OF BOTTOM MANUFACTUU BUCKS TO BE ATTACHED TO CMU PER NOTE: 2x8 PT MIB FRAMING FROM SPECS GIVEN IN TH15 DETAIL. 2X TO 2X ATTACHMENT POINT CHORD 4 BOTTOM OF TOP CHORD l2) 0.131 x 3 1/2" COMMON NAILS � EA. ATTACHMENT TO BE SIMPSON A35. KNEE ROOF TRU55 BY REQUIREMENTS. W E2§8 3u'—, 0 Q ROOF TRU55 MANUF. TYP. CONNECTION w/ 51MP50N 5P4 WINDOW/SHEATHING ATTACHMENT a MASONRY SCREW 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS TOP/6IDE5 OF ARCH OPENING. IF ARCH TOP 2x BOTT. PLATE INSUL. PER CALC5. 5PEC5 PROHIBITS 2X THICKNESS a CENTER OF BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 • THE FOLLOWING "J" DOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLTS. IF IX THEN ATTACH SEE FND. PLAN CONT. CONCRETE OR EQUAL AT EACH END TYP. Lu WINDOW THROUGH BUCK, WITH 2X BUCK a EACH SIDE TO HEADER a g" O.C. EDGES OF OPENING. ALL TAPGONS TO HAVE BUCK TO CMU/ WOOD THE REVERSE IS NOT AFF1 IC,451 E FOR FRAME TO SL 48 APF -I ICATIDN DNL''I' MIN. 1-1/4" EMBEDMENT. SIMPSON L6TA12 AT EACH STUD TO Y FRAMING. IF 2X THEN D � W 1 00 BLOCKING.71' ATTACH TO 2X BUCK. DOOR, PRECAST 2-2"x4" BLOCKING WITH 4-161D 141 01 'COM TOENAILS a EACH END a WALL. Structural CMU WALL - SEE 2X PT Kneewall FLOOR PLAN FOR BOTTOM -, _`�:z v END WALL TYP. LOAD BRG WALL - ELEv 0 -0 TOP of SLAB CONCRETE LINTEL. SEE 5IMP50N MT518 � 211x4" 16" O.C. (5GL BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. NOTE: 2X8 PT MIN. w S-2 SHINGLE /TILE ROOF 12 PRE ENGINEERED WD TRUSS 24" O.G. EACH TRU55 PLTJ w/ I/4"x 3" TAPCONS PAGES FOR MOREVATION (TYP) POCKET 2x4. FOR 2x FROM EC.ND OFX BUCK. ELEV. ,°'•. FOUNDATION PLAN INFO. FASTENING TO INSULATION PER ENERGY GALLS. SIMPSON (TYP. ALL 2X WINDOW BE ATTACHED WITH BE AS PER EACH OR EQUIV. BUCK ATTACHMENT.) t MANUFACTURERS DATE fZ�3-�S-18 SCALE NOTED DRAWN MK/1'DK JOB DOOR. SPECIFICATIONS. 1/2" DIA, x 6" TITEN°e'�� HD. 2-2"x4" BLOCKING U11TN 4-16D d CONTRACTOR TO INFO. HURRICANE ANCHOR EACH TRU55 SEE COM TOENAILS EACH END PROVIDE MANUF. TRU55 SWEET FOR MORE INFO. DOCUMENTATION TO fit oil INSPECTOR a TIME OF ELEVATION VARIES OR BETTER MAY INSPECTION. IF TOP PLATE 2x8 PT VERTICAL (ABV) WALL t0 BE ATTACHED T ical Ext. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL UNDERL4YMENT TO DORMER ROOF BY WITH 1/2 ANCHOR BOLT 24 O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) a WALL TO BE ATTACHED WITH General Irre ular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-1/4" TAPCON '� 12" O.C. OR PER MANUFACT. M PROVIDED BY FRAME (SEE PLAN) S-2 SOLE: NTS CONTRACTOR, 71 SPECS. CMU WALL BELOW 51MP50N C516 I/2" GYP. BOARD SEE CORNER a 16" O.G. NOTE ON N-1 PAGE FOR HORIZONTALLY GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 a EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS a EACH ENDROOF TRU55 BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ SIMPSON 5PH4 a �'�l TYP. LOAD BEARING WALL SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2'!x4" s 16" O.C. (SINGLE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TDP PLT.) TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPING TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN EA. STUD NOTE: TO TOP PLATE w/ AT 2x6 WALLS USE FASTEN HEADER PER HDR. DETAIL "J/52"SEE TITEN HD BOLTS WINDOW SEE FLOOR PLAN FOR SIZES Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS • • • SIMPSON 5P2 w/ (122))NAIL FULL DEPTH BLOCKING GES PANEL EDw/ S 2 SCALE: NTS 2x „ICING 5TU S ECIFICATION FOS KINGS 4 CRIPPLES - LINTEL. 5EE L530 OR DOUBLE BOTT. U.N.O. PLATE AT EQ., TYP, OPENINGS OVER WHEN NECESSARY To MAINTAIN PROPER 6'-2" TYP. I I CLEARANCES FOR THE WINDOW/DOOR TRUE TRU55 SHEET 2x TOP PLATE 5EE TRUSS SWEET INSTALL 1/2 X 6 (3) 16d TOENAILS ENGINEERING, LLG SHALL AUTOMATICALLY E HARMLE55 TO ANY LIABILITY; CLAIMS, FOR STRAPPING CONT,"' FOR STRAPPING - TOP CHORD EA. END R THREADED ROD BY WITHIN AN OPENING, IT 15 ACCEPTABLE F- 51MP50N A35 a ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ADDED 160 MPH SHEETS INFO WINDOW ATTACHMENT POINTS t0 2X GEN NOTE REVISED MEMBERS OR DIRECTLY TO CMU/WOOD 2x STUDS 7/16" MIN, A.P.A. FRAMING ONLY. NUMBER OF DIAD. MEMBERS STUD RELATIVE TO NUMBER OF REQUIRED 16" O.C. - ATTACHMENT POINTS PER MANUFACTURER. 2X TRUSS TO TRUSS ON TOP OF BOTTOM FOR 5TUD5 BUCKS TO BE ATTACHED TO CMU PER NOTE: 2x8 PT MIB FRAMING FROM SPECS GIVEN IN TH15 DETAIL. 2X TO 2X PRE-ENGINEERED 2X a 16" O.C. ROOF TRUSS. CHORD 4 BOTTOM OF TOP CHORD l2) 0.131 x 3 1/2" COMMON NAILS � EA. ATTACHMENT TO BE SIMPSON A35. KNEE ``````� �i�='°°• WALL ABOVE ARCH NECESSARY ONLY PER W E2§8 3u'—, 0 Q OPENING VARIATIONS. MIN. 2X BUCK FOR CONNECTION w/ 51MP50N 5P4 WINDOW/SHEATHING ATTACHMENT a MASONRY SCREW IN5UL. PER ENERGY CALC5. TOP/6IDE5 OF ARCH OPENING. IF ARCH TOP 2x BOTT. PLATE INSUL. PER CALC5. 5PEC5 PROHIBITS 2X THICKNESS a CENTER OF O • THE FOLLOWING "J" DOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLTS. ARCH, USE DIRECT ATTACHMENT TO SEE FND. PLAN CONT. CONCRETE CMU/WOOD FRAMING, WITH OR WITHOUT IX Lu SLIDING BUCK, WITH 2X BUCK a EACH SIDE TO HEADER a g" O.C. EDGES OF OPENING. ALL TAPGONS TO HAVE COMMONRD TRU55CHORDSCENTERED THE REVERSE IS NOT AFF1 IC,451 E FOR FRAME TO SL 48 APF -I ICATIDN DNL''I' MIN. 1-1/4" EMBEDMENT. ON Y SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL UNDERL4YMENT TO DORMER ROOF BY WITH 1/2 ANCHOR BOLT 24 O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRU55 MANUF. OR VERTICAL (BELOW) a WALL TO BE ATTACHED WITH General Irre ular Window Attachment INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-1/4" TAPCON '� 12" O.C. OR PER MANUFACT. M PROVIDED BY FRAME (SEE PLAN) S-2 SOLE: NTS CONTRACTOR, 71 SPECS. CMU WALL BELOW 51MP50N C516 I/2" GYP. BOARD SEE CORNER a 16" O.G. NOTE ON N-1 PAGE FOR HORIZONTALLY GARAGE APPLICATION 2-2"x4" BLOCKING 51MP50N L5TA12 a EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS a EACH ENDROOF TRU55 BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ SIMPSON 5PH4 a �'�l TYP. LOAD BEARING WALL SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2'!x4" s 16" O.C. (SINGLE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TDP PLT.) TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPING TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN EA. STUD NOTE: TO TOP PLATE w/ AT 2x6 WALLS USE FASTEN HEADER PER HDR. DETAIL "J/52"SEE TITEN HD BOLTS WINDOW SEE FLOOR PLAN FOR SIZES Misc. Dormer Knee Wall Attachment Details S-2 SCALE: NTS SCALE: NTS • • • SIMPSON 5P2 w/ (122))NAIL FULL DEPTH BLOCKING GES PANEL EDw/ S 2 SCALE: NTS 2x „ICING 5TU S ECIFICATION FOS KINGS 4 CRIPPLES - LINTEL. 5EE L530 OR DOUBLE BOTT. U.N.O. PLATE AT EQ., TYP, OPENINGS OVER WHEN NECESSARY To MAINTAIN PROPER 6'-2" TYP. I I CLEARANCES FOR THE WINDOW/DOOR TRUE TRU55 SHEET 2x TOP PLATE 5EE TRUSS SWEET INSTALL 1/2 X 6 (3) 16d TOENAILS ENGINEERING, LLG SHALL AUTOMATICALLY E HARMLE55 TO ANY LIABILITY; CLAIMS, FOR STRAPPING CONT,"' FOR STRAPPING - TOP CHORD EA. END R THREADED ROD BY WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK BOLT s 24" O.C. 51MP50N 6P1 w/ GYP. BOARD RETURN BRACING a 4011 16d � 6" O.G. ADDED 160 MPH SHEETS INFO 10-106 NAILS EA. GEN NOTE REVISED TRIM VARIES - SEE ELEVATIONS 2x STUDS 7/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD RAT RUN BRACING a 48" 16" O.C. - RATED SHTG. TRUSS TO TRUSS ON TOP OF BOTTOM FOR 5TUD5 "2X" 51LL NOTE: 2x8 PT MIB FRAMING FROM PRE-ENGINEERED ROOF "TRUSS. PRE-ENGINEERED 2X a 16" O.C. ROOF TRUSS. CHORD 4 BOTTOM OF TOP CHORD l2) 0.131 x 3 1/2" COMMON NAILS � EA. BELOW HDR. (2) ``````� �i�='°°• 4" CONC SLAB W E2§8 3u'—, 0 Q x LL CONNECTION w/ 51MP50N 5P4 I/2" GYPSUM BOARD MASONRY SCREW IN5UL. PER ENERGY CALC5. TRU55 a 16" O.C. CONT. TO 2x BOTT. PLATE INSUL. PER CALC5. 5PEC5 �A10d l 11/2 NAILS TUD O • THE FOLLOWING "J" DOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLTS. SEE FND. PLAN CONT. CONCRETE PRE-ENGINEERED WOOD TRUSS • • Lu SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1' ON EACH SIDE OF STUD TO BOTTOM PLATE � SIMPSON 5P2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." TITEN HD BOLTS HIGH WIND SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. SE FIELD S 2 SCALE: NTS 2x „ICING 5TU S ECIFICATION FOS KINGS 4 CRIPPLES - LINTEL. 5EE L530 OR DOUBLE BOTT. U.N.O. PLATE AT EQ., TYP, OPENINGS OVER WHEN NECESSARY To MAINTAIN PROPER 6'-2" TYP. I I CLEARANCES FOR THE WINDOW/DOOR TRUE 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND INSTALL 1/2 X 6 5/8" x 5" EMBED ENGINEERING, LLG SHALL AUTOMATICALLY E HARMLE55 TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED RATED SHEATHING NAIL 10" x 1/2" DIA. "J" 7/16" APA RATED SHEATHING NAIL PLANS, THEY SHOULD BE READ CAREFULLY R THREADED ROD BY WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK BOLT s 24" O.C. MORE PER SCHEDULE, MIN. BRACING a 4011 16d � 6" O.G. ADDED 160 MPH SHEETS INFO TO UPSET THE HEADER SUCH THAT ONE GEN NOTE REVISED PER 2x STUDS D.C. ON TDP OF RAT RUN BRACING a 48" 16" O.C. OR BOTH OF THE TOP PLATES 15 ELIMINATED TO MAINTAIN THE FULL SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1' ON EACH SIDE OF STUD TO BOTTOM PLATE � SIMPSON 5P2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." G Typical Led er Detail TITEN HD BOLTS HIGH WIND SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. Non-Brn Frame Down Header Detail - FIELD S 2 SCALE: NTS 2x „ICING 5TU S ECIFICATION FOS KINGS 4 CRIPPLES - LINTEL. 5EE L530 OR DOUBLE BOTT. U.N.O. PLATE AT EQ., TYP, OPENINGS OVER WHEN NECESSARY To MAINTAIN PROPER 6'-2" TYP. I I CLEARANCES FOR THE WINDOW/DOOR L SCALE: NTS $-2 Multi -use 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND INSTALL 1/2 X 6 5/8" x 5" EMBED ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED RATED SHEATHING NAIL 10" x 1/2" DIA. "J" 7/16" APA RATED SHEATHING NAIL PLANS, THEY SHOULD BE READ CAREFULLY - FLOOR PLAN FOR MORE INFO, THREADED ROD BY WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK BOLT s 24" O.C. PER SCHEDULE, MIN. BRACING a 4011 16d � 6" O.G. ADDED 160 MPH SHEETS DK/PK TO UPSET THE HEADER SUCH THAT ONE GEN NOTE REVISED PER EP SIMPSON �T D.C. ON TDP OF RAT RUN BRACING a 48" • AT OPENINGS UP TO 3'-6" (1) CRIPPLE 4 (1) KING 15 REQUIRED ON OR BOTH OF THE TOP PLATES 15 ELIMINATED TO MAINTAIN THE FULL LAj F1 IIS II f5OLT fi�EFL,ACE1 LENT Ci APRT: 1/4"X 3 1/2" NOTE: 2x8 PT MIB FRAMING FROM 7 u.� d p.QIDX� W CC RAT RUNS FOR 4 TRU55 5PAN5 apw Z-�oao F2X4 O.C. ON TOP ``````� �i�='°°• 4" CONC SLAB W E2§8 3u'—, 0 Q x LL POCKET BRACING a 48" O.C. ON TOP OF mdZZ W �. W� wg => I-- MASONRY SCREW "TYPICAL AT TRU55 a 16" O.C. CONT. TO WIDTH' (2) CRIPPLES 4 (U KING IS REQUIRED ON EACH SIDE OF THE INSUL. PER CALC5. 5PEC5 O.C. (MAX) O • THE FOLLOWING "J" DOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLTS. SEE FND. PLAN 2X PT SOLE PLATE Lu SLIDING TRU55 SPANS HEADER a g" O.C. ALL LOAD BEARING SYP. COMMONRD TRU55CHORDSCENTERED THE REVERSE IS NOT AFF1 IC,451 E FOR FRAME TO SL 48 APF -I ICATIDN DNL''I' ON Y ` C) ..4/ D � W 1 00 d W DOOR, PRECAST 141 01 WALL. Structural CMU WALL - SEE 2X PT Kneewall FLOOR PLAN FOR BOTTOM -, _`�:z v — - - ELEv 0 -0 TOP of SLAB CONCRETE LINTEL. SEE O C.1/2 GRADE BE USED FOR NOTE: 2X8 PT MIN. w S-2 MORE INFO. PLATE SCALE: NTS = ° zi p � ©_. FOOTING SEE FLOOR PLAN POCKET 2x4. FOR 2x VERTIICAL a WALL t0 ,°'•. FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH t FOR SIZES 4 MORE DATE fZ�3-�S-18 SCALE NOTED DRAWN MK/1'DK JOB DOOR. GREATER THAN #2 1/2" DIA, x 6" TITEN°e'�� HD. d �c INFO. 2x4, GRADE fit oil OR BETTER MAY T ical Ext. Frame Wall Section BE USED. ALL 4x NOTE: IX PT VERTICAL a WALL 5P1 EACH 5TUD JOIST RAF A FOOTING SEE FOOTING SEE MATERIAL MAY 02 TO BE ATTACHED WITH 1/4" x I RST BOUNDARY NAILING FOR S2 SCALE:NTS FOUNDATION FOUNDATION BE GRADE. 2-1/4" TAPCON s 12" O.C. OR 2x8 PT PLAN FOR SIZES MORE INFO. 4"CONC. SLAB. SEE FOUND. PLAN PLAN FOR SIZES 4 MORE INFO. U.N.O." 4"GONG. SLAB. PER MANUFACT. 5PEC5. 1x6 HEAD WALL, DASHED LINE INDICATES SEE FOUND. TOP PLATE OF 28 LEDGER W/ 4-0.131 x 3 1/2" 2x8 LEDGER W/ 4-0.131 x 3 1/2" PAVERS OR 4 GONG. PAVERS OR 4 GONG. PLAN INSTALL GLASS PER BLOCK WALL BEYOND WALL R.S. NAILS a EACH STUDS PLYWOOD O [EXTEND PAST R.S. NAILS Q EACH STUDS SLAB a ` ° SLAB ° a :, ° MANUFACTURER 1 EDGES (SEAMS OF GABLE END TRU55 TOT' FLOOR TRU55E5 HANGER TO ° a °e ° ' a..a SHEATHING) CHORD -ENG. WOOD BE 51MP50N ° 4° - °. o CAULK UNDER FRAME ; : w/ I-#5 C t. K.O.ON [PRE FLOOR TRU55E5 LUS, LSU, OR L55U a ° 1 ° . - 4° . .° ' * . FIEL EDGE HANGER TO PRE -ENG. BE 51MP50N PRE-ENGINEERED MIN. CONC. SILL WOOD ROOF LU5, LSU, OR WOOD ROOF TRUSSES CMU ° Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail 5/8" CEMENTITIOU5 FIN15W BOUNDARY TRU55E5 L55U MIN. H , PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS ° .; AREA PLYWOOD TO 4" CONC SLAB #5 a CORNERS 4 48" O.C. BLOCKING SEAM FOR WALL, BOUNDARY NAILING FOR SEE FLR PLN FOR HDR. SIZE NOTE: 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. INTERIORBOTTOM EXTEND TO OF WALL FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6 -lid AT 2x WALL5 THAT ARE WIDER THAN 2x4 4MAX. WHERE THE HEADER 15 NOT FULL WIDTH PANEL OVERHANG NAILS a EACH AREA 5'-0" (U 5IMP50N C516 OR (1) MSTA24 w/ 22 -lid NAILS - NAILS EACH 16" O.C. (CAN NOT GO OVER SHEATHING) OF THE WALL ADD 2x PAD BLOCKING 16 O.G. RIPPED DOWN SUFFICIENT TO ° a 4. e ° .° ; SHEATHING CLIP FOR ROOFS OUTRIGGER a 24 O.C. FLOOR TRU55 (FIELD VERIFY 2x8 LEDGER W/ 4-0.131 x 3 I/2" CENTER ON HEADER U.N.O. 111 NAILS EA. SIDE INTO CRIPPLE FLUSH THE HEADER t0 WIDTH 4 ALLOW THE INSTALLATION OF THE 5PW ° a. ° ° 4 ° °' ° ° ° ° a ° . TONGUE GROOVE FOR FIELD FIELD 5U5 FASCIA OR WITH TRU55 LAYOUT R.5. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 ° " FLOORS WALL PLATE LOCATION) EACH 5TUD5 FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE °" 4 BOUNDARY WITH FLOOR TRU55 WITH -OUT TRUSS FLOOR FOR ROUGH OPENINGS OVER 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE 5PH8 IN LIEU OF SPH4 FOR WIDER WALLS FOUNDATION PLAN FOR 51ZE5 4 MORE °' 4 " ° a ; ° NAILING (PERIMETER OF DIAPHRAGM) 5'-0" USE (2) 5IMP5ON 0516 USE 51MP50N 0516 IN AN 510H INFO, OR (2) MATA24 (UNG) CONFIGURATION. ATTACH PAD BLOCKING G Typical Led er Detail TITEN HD BOLTS HIGH WIND SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. Non-Brn Frame Down Header Detail - FIELD S 2 SCALE: NTS 2x „ICING 5TU S ECIFICATION FOS KINGS 4 CRIPPLES WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" L530 OR DOUBLE BOTT. U.N.O. PLATE AT EQ., TYP, OPENINGS OVER WHEN NECESSARY To MAINTAIN PROPER 6'-2" TYP. I I CLEARANCES FOR THE WINDOW/DOOR L SCALE: NTS $-2 Multi -use 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 2X4 GROSS PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. FOLLOWING 5HALL PPLY .O. BY WITHIN AN OPENING, IT 15 ACCEPTABLE DK/PK REVISIONS ADDED 142 MPH SHEETS BRACING a 4011 REVISIONS ADDED 160 MPH SHEETS DK/PK TO UPSET THE HEADER SUCH THAT ONE GEN NOTE REVISED DK/PK D.C. ON TDP OF RAT RUN BRACING a 48" • AT OPENINGS UP TO 3'-6" (1) CRIPPLE 4 (1) KING 15 REQUIRED ON OR BOTH OF THE TOP PLATES 15 ELIMINATED TO MAINTAIN THE FULL LAj F1 IIS II f5OLT fi�EFL,ACE1 LENT Ci APRT: oµct] 2X4 RAT RUN 7 u.� d p.QIDX� W CC RAT RUNS FOR 4 TRU55 5PAN5 apw Z-�oao F2X4 O.C. ON TOP 5 F THE HEADER, EACH IDE O E E DER. • AT OPENINGS 3'-6" TO 5'-2" IN FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN EP E SHEATHING • 3" BET IT IS NOT ACCEPTABLE TO W E2§8 3u'—, 0 Q x LL =vim z5 nn LJ (D J BRACING a 48" O.C. ON TOP OF mdZZ W �. W� wg => I-- =dam ''�wWW W 0m N OF BOTT. CHORD FOR 4 WIDTH' (2) CRIPPLES 4 (U KING IS REQUIRED ON EACH SIDE OF THE O.C. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMIS51ON FROM THE O • THE FOLLOWING "J" DOLTS GAN BE REPLACED WITH THE CORRESPONDING BOLTS. co Lu Z m to TRU55 SPANS HEADER EOR WHEN THE TOP PLATE 15 3 LLn THE REVERSE IS NOT AFF1 IC,451 E FOR FRAME TO SL 48 APF -I ICATIDN DNL''I' Z u' h Q TYFIC,AL NAILING 5CNEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" NAIL 5HEATWING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" R.S. RING 5HANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" TG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND 5/8" x 8" NOTE: ON 16-24" PANELS DOUBLE PLYCLIF` THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. e 12" OR LESS U5E LUMBER ONLY BLOCKING 2`x4` FLATWI5E OR EDGEWISE ON BOTH PANEL BDTT. CHORD EDGES. FOR 4 TRU55 WOOD TRUSSES ATTACHED W/ AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE SPH4 CONNECTORS • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 FSI. SUBSTITUTION SPANS 2-16d a EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT TRU55 JOINT ARE REQUIRED ON EACH SIDE OF NECESSARY. ALL OTHER STRAPPING OF "J" BOUTS WITH EXPANSION BOLTS IS NOT PERMITTED. ATTACHED W/ 2X4 BLOCKING __..______ THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRU55 • FOUNDATIOIN PAGE TAKES PRECEDENCE. 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x . ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD 5CREU/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S, a EEA. TRU55 3 1/2" R.5. CRIPPLES 4/OR KINGS MADE ON W-2", TYP. SHALL ATTACH DIRECTLY TO HEADER. 0ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED B`I' E.O.R. IN WRITING, • I/2" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. 5IMP5o (r)Ki SECOND FLOOR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS a -f" O.C. ALONG ALL SUPPORTS MIN END 51MP50N 434 L630 O OPENINGS UNE 5'-0" ONLY (1) SIMPSON A.. 1/2 HIGH CONNECTOR EQ., TYP C516 SPAN FLOOR Y . TO STRENGTH OR W/4 -5d X 1 1/2" (ON CONC. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMP50N SET 4 4-Sd X 1 1/2" EPDXY 4 (18) 16d NAILS HETA 12 a 24 O.C. (ON SECOND FLOOR) FOR ROUGH MASONRY WALL INTO TOP 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS 0/VASLOHREAD ROE)SETON WALLS WITH MAY UPLIFT, SIMPSON SET EPDXY 4 (18) 16d NAILS STRAPPING MAY BE ELIMINATED, UNLE65 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM60 IF FILLED CELL OCCURS BELOW "'J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8 GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MA50NRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS a -I" O.G. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" 5CREW5 AT 6" O.C. ALONG EDGES AND 12" D.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. n -L d Brn .Location T ical KI I'll Schedules Floor Roof Wall E Ext. Wall Con. No oa � T .Header Detail o S-2 SCALE: NTS $-2 SCALE: NTS S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC:, AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK d p WOaw~p W ZO wStoZw IC Lu �OQa w � LAj F1 p = a Q V oµct] r4 7 u.� d p.QIDX� W CC R%! cn 00 apw Z-�oao ZN =N-mT2w 0 +gH r �= N R 0 tmFu w�p�Q 0 W E2§8 3u'—, 0 Q x LL =vim z5 nn LJ (D J Q mdZZ W �. W� wg => I-- =dam ''�wWW W 0m N _ a�� r; o d O � m co Lu Z m to CIm �� Q Ln i�NJCC 0 3 LLn Z u' h Q Y Z m0 D � W 1 00 d W UJ V) CL 00 ° B w Q z� ©_. e` o` t DATE fZ�3-�S-18 SCALE NOTED DRAWN MK/1'DK JOB Sheet content: Structural Details Sheet number: 52 APA RATED SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMP50N L5TA12 STRAP 48" O.C. (1) 51MPSON LTA2 48" O.C.ATTACHED TO BOTTOM CHORD OF GABLE 8" MA50NRY WALL- WKI) *5 REBAR CONT. IN KNOCKOUT COURSE 4 B,4Y OR B' -P " ZTRU55 2x4 BLOCKING 51MP5ON L5TA12 \-I/2" CEILING GYP BD W/ 56 BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 1" O.C. OR (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA CHORD 1/2" TOENAILS 0.131 x 31/2'' NAILS (4 BAY OR 8 ft FROM EACH END, a (0" O.C. MASONRY WALL) UND. CONTINUOUS �1/2" GYP BD NOTE: CR055 BRACING ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. Ex anded Blocking Information Diagram SCALE: NTS APA RATED 5HEATHING. 5EE NAILING 5CHEDULE TABLE FOR ATTACHMENT. (U.N.O.) 1'-0" M,4X APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (1) 51MP5ON L5TA12 STRAP 48" O.C. HETA 20 a 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8 MASONRY WALL WKI) 05 REBAR CONT. IN KNOCKOUT COURSE 12 5YP 0.131 x 3" COMMON SEE TABLE FOR NAILING a x 2x4 "T" BRACE 2x4 a 16" Oz. a 16" o.c. SCHEDULE 6 SPLICE 3-i0.131 COM. DOUBLE TOP 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) OR L5TAI2 0.131 x 3 1/2 If R.5. D.G. OR EQUAL, PREFAB ROOF DIAPHRAGM AREA (4 END, UNO. .' BAY OR 8 ft FROM �I/2" MASONRY WALL) GYP BD FLAT OR CATHEDRAL NOTE: CROSS BRACING 4 TRU55E5 9 ALL BLOCKING TO BE TRU55 CONNECTIONS. REPEATED 48" O.C. TYP. 4-0.131 x 3" )le Section - For Gable Less Than 111 24" O.C. PRE-ENGINEEREDOVERLAP WOOD TRU55E5 a 16" o.c. PT BOTT. PLAN) TRU55 BRACING LEAST ONE TRU55 SPACE nded Bottom Chord PLATE 4'-0" 4'-0" SCALE: NTS 2-0.131 x 3" r „ " 6" OVERLAP2x4 COMMON ° BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d != z _ f 'z 0O 3 1/2" COM. � 2-0.131 x 3 1/2" cn M W 00 ago��eiaz �Qoo z,�lr,go�l7 N 1- Oz aZ V aF-,w Cr. 0 �� w/ (2) 0.131 x 31/2" TOENAIL5 COOLER NAIL51" O,C. OR �-LpH� w��aQ~ LL � W° Zzwz�� o U0 wN�+ W`C ¢o �"w?a� Q �z If TABLE m a � � L DOUBLE STUD CONDITION 1 oR EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY U° � LLi z N M N D. M 2 00 TOF PLATE FASTENERS 5-0.131 x 3 1/2" COM. 2-0.131 X 3 1/2" COM _Ok ,,,� t9 zLL^Q W z; �O o� OR 8 FEET FROM MA50NRY WALL) "' X Q F- Q z vi a O 0 Gable Diaphragm Side Wall uv NO.t,L F S-$ (For Illustration Only) SCALE:NTS L DATE fa3-P8-18 SCALE DRAWN MK/P0K JOB - APA RATED SHEATHING. SEE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED 5CHEDULE TABLE ATTACHMENT. U.N.O. If NBLOCKING FOR ATTACHMENTS INTERSECTING(/2 1'-0" MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRU55 PER JOINT BRACING M,4X APA RATED SHEATHING. o Q RE -ENGINEERED TRUSSES a 24" O.C. SEE NAILING 5CHEDULE Truss Bracin Overla Detail TABLE FOR ATTACHMENT. A COOLER NAILL5P7 O.C. OR EQUAL, S-3 SCALE:NTS DIAPHRAGM AREA (4 BAY OR 8 ft FROM MA50NRY WALL) (1) 51MP50N L8TA12 STRAP 48" O.C. J L4 SEE FLOOR PLAN FOR (1) SIMP50N HETA20 5EE 2x4 BLOCKING ATTACHED W/ (2) LENGTH WIDTH 48" O.C.ATTACHED TO BOTTOM CHORD OF EXPANDED 0.131 x 3 1/2" TOENAIL5 EACH END, BLOCKING UNO. DBL TOP PLATE FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.5. NAILS a 12" GABLE a: DETAIL (TYP) FLAT OR CATHEDRAL O.C. ALL-AROUND 8" MA50NRY WALL W/(1) #5 1/2" GYP BD REBAR CONT. INNOTE: KNOCKOUT COURSE 1:1 CRO56 BRACING 4 WALL SHEATHINGALL BLOCKING TO BE NAILED PER v REPEATED 48" O.C. TYP. 0'/6-2 DBL 2X4 PLATE CONT. a 8'-0" (MAX.) rG TYP. Masonry Gable End W/ 51MP5ON S-3 SCALE: NTS } HT -520 a 32" 2x4 WD CONST. !J-1O.G. w OR C516 70 ALIGNING FLASHING ALL-AROUND a 16" O:C. toSTUDS to BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING 2x6 SOLE PLATE- CID ROOF ELEMENT 5CHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. CUT OUT5IDE EDGE ATTACHMENTS PLUMB TO ALLOW SOL 1D CONNECTION C5 16 TOP 2x4 DIAGONAL w/ SHEATHING FASTEN CHORD TO X ATTACHED W/(4) 0.131 x TO ROOF SHEATHING CHIMNEY APA RATED L 1'-0" 3 1/2" NAILS a / BLOCKING w 1/4" x EA. SHEATHING. SEE h14X INTER5ECTING 5" WOOD SCREWS a 4" CORNER NAILING SCHEDULE BLOCKING O.G. ALL-AROUND TOP CHORD ENG. TABLE FOR TRU55E5 a 24: O.C. ATTACHMENT. U.N.O. s (I) 51MPSON LSTA12 1- 1/2" CEILING GYP BD W/ 56 COOLER NAILS 1 O.C. 2x(o BLOCKING FASTENED TO EACH END "L" BRACE OR EQUAL, DIAPHRAGM ROOF SHEATHING; FRAMING w 4-0.131 x 31/2" AREA (4 BAY OR 8 FROM MASONRY WALL) NAILS EACH END 2x4, 2x6, OR 2x8 O.G. 5EE FLOOR PLAN FOR SIZING OF PRE-ENGINEERED Fire lace Chase Detail 5TUD5 TRU55E5 a 24" O.C. FLAT OR CATHEDRAL B S-3 SCALE:NTS 2x BLOCKING e ALL (1) 51MP5ON H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING SCHEDULE. TABLE FOR .ATTACHMENT. TYP. Frame Wall Gable End BLOCKINGTO B REPEA ED48O.C.TYP. BRACING PER TRU55 ENGINEERING U.N.O. I H S-3 SCALE:NTS J 1'-0" M,4X APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (1) 51MP5ON L5TA12 STRAP 48" O.C. HETA 20 a 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8 MASONRY WALL WKI) 05 REBAR CONT. IN KNOCKOUT COURSE 4'-0" High igh SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E5 SHALL HAVE DIAGONAL BRACES. (A5 REQUIRED BY BC51) APA RATED SHEATHING. 5EE NAILING 5CHEDULE TABLE FOR ATTACHMENT \\\ 12 5YP 0.131 x 3" COMMON SEE TABLE FOR NAILING a x PRE-ENGINEERED TRU55E5 a 24" Q O.C. 0 5EE DETAIL A ON TH15 SHEET (TYP) 2x4 a 16" Oz. a 16" o.c. SCHEDULE 6 SPLICE 3-i0.131 COM. DOUBLE TOP 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAILS 1" 0.131 x 3 1/2 If R.5. D.G. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. .' BAY OR 8 ft FROM �I/2" MASONRY WALL) GYP BD FLAT OR CATHEDRAL NOTE: CROSS BRACING 4 0.131 x 3 ALL BLOCKING TO BE TRU55 CONNECTIONS. REPEATED 48" O.C. TYP. 4-0.131 x 3" )le Section - For Gable Less Than 4'-0" High igh SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E5 SHALL HAVE DIAGONAL BRACES. (A5 REQUIRED BY BC51) APA RATED SHEATHING. 5EE NAILING 5CHEDULE TABLE FOR ATTACHMENT \\\ 12 5YP 0.131 x 3" COMMON SEE TABLE FOR NAILING a x V-8` 2x4 a 16" Oz. a 16" o.c. SCHEDULE 6 SPLICE 3-i0.131 COM. DOUBLE TOP PRE -ENC; UJOOD TRUSS (TYP) 4-0.131 x 3" SCALE:NTS PLATE THE EXPRE55 APPROVAL OF VORTEX NOTE: EE TRU55 LAYOUT COMMON as 3-0.131 x 3" COMMON DOUBLE STUD FOR ANY ADDITIONAL o THROUGH OTHER 5TRAPPING/CONNECTOR5. aaa EA. SIDE OF JOINT 0.131 x 3 •. TRU55 CONNECTIONS. r 4-0.131 x 3" 1/2" COM. I� 111 TRU55 (5EE STUDS a 16" o.c. COMMON -' ,�' a 16" o.c. PT BOTT. PLAN) REVISIONS nded Bottom Chord PLATE SCALE: NTS 2-0.131 x 3" r „ " 3 COMMON 2-0.131 x `d u W©'=E' ~w 3�z� != z _ f 'z 0O 3 1/2" COM. � 2-0.131 x 3 1/2" cn M W 00 ago��eiaz �Qoo z,�lr,go�l7 N 1- Oz aZ V aF-,w Cr. 0 �� COM. �-LpH� w��aQ~ LL � W° Zzwz�� o U0 wN�+ W`C ¢o �"w?a� Q �z If TABLE m a � � L DOUBLE STUD CONDITION 1 oR � O M U° � LLi z N M N D. M 2 00 TOF PLATE FASTENERS 5-0.131 x 3 1/2" COM. 2-0.131 X 3 1/2" COM SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT a RAFTER PROVIDE (5) 16d NAILS EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG a ATTACHED 5TRUCTURE5 WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 8 PORCHES NOTES: 1. ALL RAFTERS SHALL BE 02 50UTHEIRN YELLOW PINE a 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X13 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FA5TENED 45 5HOWN W/. 51MP5ON M5TA24 TENSION 5TRAP5 a EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING a EACH SIDE OF TRU55 E THREADING THE U -SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD 70 TOP OF CLEAT, 4. SECURE RAFTERS TO CLEAT 8 WRAP TO TOP CHORD USING SIMP50N HT520 W/ ( 20) IOC( NAIL5 FOR 2x12 RAFTERS, (1(o) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAIL5. 5. 5ECURE RAFTERS TO RIDGE BEAM U51NG 6IMP50N L55U210 SLOPING HANGER W/ (10) 106 NAIL5 INTO RIDGE BEAM 6 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d d (6) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 8 (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE LSU26 W/ (6) 10d 8 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0 OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAIL5, 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 5TRAP5. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD, r-J'N�Valley Set Attachment Detail S-3 SCALE:NTS KKIIIIA I INSTALL 51MP5ON LU524 STUDS a MIN. MIN, EA. 51DE OF THE CEILING J015T5. JOISTS I(oll O.C. TO BE PER NOTE 01 A77ACH THE CEILING FRAMI WITH (4) 0.131 X 3-1/2" NAILS TO EA. STUD ALL AROUND PERIMETER. IF ABUTTING MASONRY USE P.T. SYP 02 LEDGER AND ATTACH 70 MASONRY W/ 1/4" DIA. X 3" TAPCONS a 6" O,C. MAX. rm-"jyp. Frame Down Clq,. S-3 SCALE:NTS UNBRACE WALL HEIGHT 12 5YP V-0" 2x4 a 16" Oz. V-8` 2x4 a 16" Oz. 9'-0" 2x4 a 16" c.c. 9'-4" 2x6 a 16" o.c. 10'-0" 2x6 a 16" o.c. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF 5F'AN A5 FOLLOWS: UP TO 4'-0" ---- 2X4 4'-0" TO 8'-0" - -- 2X6 V-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X10 15'-0" TO 18'-0" ---- 2X12 NOTES 1. ALL CEILING FRAME TO BE AS PER TABLE 2, FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING 51MP50N PRODUCT5 REFER TO 51MP50N'5 INSTRUCTIONS 4 SPECIFICATIONS. 4. ALL LEDGERS 70 BE 2X 5YP #2 AND SAME DEPTH AS RAFTERS (PT AT MASONRY CONTACT). NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTH5 LARGER THAN 2X6 MAY BE 5U55TITUTED FOR ANY STUD WORK AT 16" OC MAX, SPACING (#2 5YP MINY' U.N.o. N 142 mph MAX. Exp- C. Enclosed, Exterior Frame Wall Table OMFRE56ION WEB SLOPING OR VERTICAL WHEN TRU55 8 STUD ARE ---- ALIGNED 6IMP50N TWIST STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRU55 8 STUD BELOW NO 5PH4 15 SCALE:NTS NEEDED a TH15 STUD. --PERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT d 5HOULD BE REPEATED a APPROXIMATELY 20' INTERVALS. NOTE: "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 1x4 MIN. BRACING W/(3) 0.131 x 3 1/2" NAILS a INTERSECTING WE55 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 2x8, USE 51MP50N 6PI'5 ON EACH SIDE OF STUD TO 0.131 x 3" 9 8" 0/C BOTTOM PLATE 8 51MP5ON ••' 5P2'S ON EACH SIDE OF CLB Diagonal Brace 20' Max Intervals Detail STUD TO TOP PLATES. u.N.o.° SCALE:NTS STUD USE (1) THE EXPRE55 APPROVAL OF VORTEX NOTE: EE TRU55 LAYOUT TO LOWER TOP PLATE, OR SP2 SUITS, OR LITIGATION BY ANY INTERESTED FOR ANY ADDITIONAL o THROUGH OTHER 5TRAPPING/CONNECTOR5. STRAPPING REQUIRED REFER 70 CONNECTOR NOTES FOR FRAME TO SCALE:NTS TOP PLATE F45TENER 5CHEDULE (EXTERIOR WALL) WHEN STUD 15 NAILING 9 5PLICE ° NOT ALIGNED ° WITH A TRU65 AND/OR WHEN 0.131 x 3" 9 8" 0/C TRU55 STRAP 15 ••' NOT DIRECTLY (U M5TA30 AT EVERY �:� ATTACHED TO PRE-ENGINEERED STUD USE (1) THE EXPRE55 APPROVAL OF VORTEX 51MP5ON 5PH4 TO LOWER TOP PLATE, OR SP2 SUITS, OR LITIGATION BY ANY INTERESTED TYPICAL HIDA CONFIGURATION, DO NOT NAIL o THROUGH OTHER 5TRAPPING/CONNECTOR5. I REFER 70 CONNECTOR NOTES FOR FRAME TO •. TRU55 CONNECTIONS. Frame Wall Truss Connection Detail REVISIONS SCALE:NTS TOP PLATE F45TENER 5CHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 9 5PLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" la 3" O/C 0.131 x 3" 9 8" 0/C DOUBLE TOP PLATE 0.131 x 3 1/2" COM, a 16" o.c, 3-0.131 x 3 2-0.131 x 3 1/2" COM. 1/2 "COM. v PT BOTT. PLATE (INTERIOR WALL) 4 STUD CORNER 51NGLE 5TUD CONDITION TOP PLATE FASTENER 5CHEDULE LAP5PLICE NAILING 9 5PLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" -rd 0/C 0.131 x 3" 9 8" 0/C 4-16d COM. 2-Sd COM. UNLE55 NOTED 2-2"x4" W/I/2" PLYWD. OTHERWI5E, AT A MINIMUM ALL 5PACER NOTE: 2X4'5 UNSPECIFIED FRAME MAY BE TURNED TO FRAME FLATWISE 50 NO CONNECTIONS SHALL SPACER IS NEEDED. CONSIST OF (3) �16d COM.'a 8" O.C. 0.131"X3-1/2" END 10d COM. a 12" Oz. NAILS OR TOENAILS. 4-16d COM. *A 51MP50N M5TCM 60 INT. HEADER (NON-BEARING) MAY BE 5U55TITUTED FOR AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED CELL. General Wood Attachment Details S-3 SCALE NTS PRE-ENGINEE WOOD ROOF TRU55E5 PLYWOOD TO EXTEND TO - 50TTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD (16" O.C. MAX.) EMBED STRAP AT EACH TRU55 NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPP051TE 5IDE5 OF THE COLUMN 2. ALL NAIL5 PENETRATE a LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG 5CREW6 OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 1" LAG SCREWS OR EQUAL (5PACE A5 SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION INTERIOR VOLUME AREA (1) 51MP50N M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TDP PLATE CENTERE AT CORNER, MAY BE APPLIED OVER SHEATHING. - -0.131 x 3" COMM. 6 16" ac. 51MP50N 5PH4/6/8 OR 51MP50N 51DWC15600 FROM STUD TO TOP PLATE 0.131 x 3 1/2" COM. a 8" O.C. 5IMP50N HTT4 W/ 5/8" DIA A.B. STRAPPING INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAIL5 STAGGERED a 6" O.C, ALONG THE LENGTH OF THE COMPONENT r n--�Tva. Nailina Schedule for NOTE:: 1. SEE TRUSS MANUF,4CTURER'S TRUSS ENGINEERING; CUT SHEETS FOR ADDITIONAL PERMANENT BRACING TH,4T MY BE REQUIRED. 2 "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER -s LEAST 5091. OF THE LJEB. (3) 211x LAMINATIONS ATTACH w/ (2) ROW5 OF 0.131 x 3" R.5. NAILS a 6" O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN all U5E (3) ROWS. ilt-Up Column Al (4) 2"x LAMINATIONS ATTACH w/ SIMPSON 5D525600 WOOD 5CREW5 STAGGERED a 6" O.G. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS a 6" O.C.. EAM S SCALE: NTS CONTINUOUS 20'-0" 20'-0" SEE EXPANDED BOTTOM CORD BLOCKING BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRAGE A5 REQUIRED BY BC5 0 z LLl tL INTERIOR IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6ANY VOLUME THESE PLAN5 ARE THE PROPERTY OF I AREA S�; ••' CONTRACT ONLY. ANY CHANGES TO THESE. (U M5TA30 AT EVERY �:� WITHOUT WRITTEN APPROVAL OF VORTEX PRE-ENGINEERED OTHER STUD (32" O.G. = Yz MAX.) FROM UPPER STUD THE EXPRE55 APPROVAL OF VORTEX WOOD ROOF TRUSSES TO LOWER TOP PLATE, HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED WRAP TOP PLATE AS =. NEEDED FOR FULL '�' '•.. SPECIFICATIONS ACCOMPANY THESE PLAN5,THEY SHOULD BE READ CAREFULLY I NAILING.AIF STUDS NLIGN, `'�i,,�' •. NEW CODE UPDATES HA sr® ROM UPPER REVISIONS STRAP EACH STUDETO 111 TRU55 (5EE LOWER STUD. ADDED 160 MPH SHEETS PLAN) REVISIONS nded Bottom Chord Attachment Details SCALE: NTS (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAIL5 STAGGERED a 6" O.C, ALONG THE LENGTH OF THE COMPONENT r n--�Tva. Nailina Schedule for NOTE:: 1. SEE TRUSS MANUF,4CTURER'S TRUSS ENGINEERING; CUT SHEETS FOR ADDITIONAL PERMANENT BRACING TH,4T MY BE REQUIRED. 2 "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER -s LEAST 5091. OF THE LJEB. (3) 211x LAMINATIONS ATTACH w/ (2) ROW5 OF 0.131 x 3" R.5. NAILS a 6" O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN all U5E (3) ROWS. ilt-Up Column Al (4) 2"x LAMINATIONS ATTACH w/ SIMPSON 5D525600 WOOD 5CREW5 STAGGERED a 6" O.G. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS a 6" O.C.. EAM S SCALE: NTS CONTINUOUS 20'-0" 20'-0" SEE EXPANDED BOTTOM CORD BLOCKING BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRAGE A5 REQUIRED BY BC5 0 z LLl tL zn. w LU <C r� C TOP 4 BOTTOM CORD GABLE END. BRACING 9 Gable & Clg Bracing Diagram 4' O.G. MAX. FOR FIRST SCALE:NTS (4) ROWS OF TRU55ES NOTE: minims IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6ANY i THESE PLAN5 ARE THE PROPERTY OF I 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 411410100 EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL 4UTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5,THEY SHOULD BE READ CAREFULLY I REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK zn. w LU <C r� C TOP 4 BOTTOM CORD GABLE END. BRACING 9 Gable & Clg Bracing Diagram 4' O.G. MAX. FOR FIRST SCALE:NTS (4) ROWS OF TRU55ES NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6ANY WORK. 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, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL 4UTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5,THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o 2 0 f-zoz w°vai(w0'7w RC1 =f z W u W©'=E' ~w 3�z� != z _ f 'z 0O S N z0- jWMa zQt7aeFw UC Ln %" =z cn M W 00 ago��eiaz �Qoo z,�lr,go�l7 N 1- Oz aZ V aF-,w Cr. 0 �� - OC �-LpH� w��aQ~ LL �. W W° Zzwz�� o U0 wN�+ W`C ¢o �"w?a� Q �z wadi ~wawww W _ � (/1 m a � � L O VM � O M U° � LLi z N M N D. M W Q 00 F- 00 �M W � p= d. eq �S Ill _ N _Ok ,,,� t9 zLL^Q W z; �O o� °° "' X Q F- Q z vi a O 0 uv NO.t,L L DATE fa3-P8-18 SCALE DRAWN MK/P0K JOB - Sheet content: Structural Details Sheet number: 5�-142 DBL. 2 x 4 TOP PLATE SIMP5CN SPH4' 6 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 8 BOT. CORD OF TRU55. SIMPSON L5TA30 w/ 22 -10d NAILS a 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 5EAM5 $ RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 1(q" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOTE: SEE ELEVATION PAGES F__ IN FIELD AND REPORT ANY DISCREPANCIES IN5ULATION "AT 2x6 WALLS USE 5PH6 THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE CONNECTORS IN LIEU OF CONTRACT ONLY. ANY CHANGES TO THESE --'BAFFLE WITHOUT WRITTEN APPROVAL OF VORTEX 5PH4 CONNECTORS SHOWN. EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 ,APPROVAL OF VORTEX SHEATHING DETAIL AT 2x8 WALLS USE 5PHB HARMLESS TO ANY LIABILITY, CLAIMS, SEE ELEVATION PARTIES IN THE PROJECT. IF BOUND CONNECTORS IN LIEU OF PLANS, THEY SHOULD BE READ CAREFULLY SEE ELEVATION REVISIONS 5PH4 CONNECTORS SHOWN. PAGES FOR SOFFIT FASCIA DETAIL DK/PK INSULATION PER COMMUNITY FOR WALLS LARGER THAN PAGES FOR SOFFIT & DK/PK REVISIONS 2x8, USE 51MP50N 5PI'5 ON ADDED 160 MPH SHEETS 5PEC5 OR ENERGY CALCS REVISIONS EACH SIDE OF 5TUp TO GEN NOTE REVISED DK/PK BOTTOM PLATE & 51MP5ON 5P2'5 ON EACH 51DE OF INSULATION PER COMMUNITY 6PEC5 OR ENERGY CALCS (2)-2x WD. HEADER IU.N.O.) Wl y aC ^ O Q Lu Q STUD TO TOP PLATE5. W W gpVR =B<z U.N.O." 1/2" FLITCH PLATE SEE FLOOR 1A m ENGINEERED 00 cw k WD. HEADER (UN.O.) SEE G ROOFO. PLAN FOR EXACT SCHEDULE DBL. 2 x 4 HURRICANE ANCHOR 6 EACH TRUSS SEE TRU55 LAYOUT FOR G MAX, ENGINEERED TOP PLATE 12 ROOF TRU55E5 624" O.G. MAX. 5IMP50N 5PH4 0 EACH STUD SEE ELE 12 HURRICANE ANCHOR ,@ EACH Ln ELS TO TOP PLATE SEE ELEVATION PAGES FOR Q 00 en W . TRU55 SEE TRU55 LAYOUT FOR WALL CONNECTION W/O WINDOW ROOF COVERING DBL. 2 x 8 5YP TOP PLATE W/ ELEYATIONS 4 SHEATHING DETAIL INSULATION BAFFLE NOTE: SEE ELEVATION PAGES F__ IN FIELD AND REPORT ANY DISCREPANCIES IN5ULATION WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE ROOF COVERING 4 CONTRACT ONLY. ANY CHANGES TO THESE --'BAFFLE WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 ,APPROVAL OF VORTEX SHEATHING DETAIL RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SEE ELEVATION PARTIES IN THE PROJECT. IF BOUND e PLANS, THEY SHOULD BE READ CAREFULLY SEE ELEVATION REVISIONS BY PAGES FOR SOFFIT FASCIA DETAIL DK/PK INSULATION PER COMMUNITY PAGES FOR SOFFIT & DK/PK REVISIONS ADDED 160 MPH SHEETS 5PEC5 OR ENERGY CALCS REVISIONS FASCIA DETAIL GEN NOTE REVISED DK/PK INSULATION PER COMMUNITY 6PEC5 OR ENERGY CALCS (2)-2x WD. HEADER IU.N.O.) Wl y aC ^ O Q Lu Q 1/2" GYPSUM CEILING BOARD W W gpVR =B<z � N 1/2" FLITCH PLATE SEE FLOOR 1A m oc azQ~W z- P. 8mwm�z cn J 00 cw k WD. HEADER (UN.O.) SEE G I/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE Q= �i0o w�W��Q�- a4 O Zw�'L9 © z< HURRICANE ANCHOR 6 EACH TRUSS SEE TRU55 LAYOUT FOR W W �3J v a -z ,,, Ld V ad o Z5wl —J FLOOR PLAN FOR EXACT �+ W 1-d W W ; wKWD Q F - Q Uj H p„ W W v J mD ac STRAPPING INFORMATION SCHEDULE 91 HURRICANE ANCHOR ,@ EACH Ln L1J B Z 5M W �' d Ln O_m ---ia Q 00 en W . TRU55 SEE TRU55 LAYOUT FOR � Z w 0 d r4 0 k DBL. 2 x 8 5YP TOP PLATE W/ ELEYATIONS 0 STRAPPING INFORMATION Uj 51MP50N 5PH8 e 16" O.C. EACH g WINDOW SEE FLOOR 00 0c a DBL. 2 x 4 5YP TOP PLATE W/ SEE STUD (12) 106 NAILS EACH. PLAN FOR SIZES 4 51MP50N 5PH4 -S 16" O.C. EACH ELEVATION GYP. BOARD STUD (12) 10d NAILS EACH. RETURN 1 GYP. BOARD RETURN SCALE N07�ED DRAWN JOB WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER WINDOW SILL CAULK e WINDOW WINDOW SILL CAULK WINDOW COMMUNITY 5PEC5 OR ENERGY CALCS 2 x 4 SILL 2 x 8 SILL 1/16" APA RATED SHEATHING MIN., NAIL PER 5CHEDULE DETAIL "O" ON SHEET 5-2 INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY 5PEC5 OR ENERGY GALLS 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR �0SPACING. "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 6 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 6-2 ON SHEET 6-2 PRE ENGINEERED WOOD FLOOR TRU55E5 6 24" O.C. INSTALL 1/2" DIA. x 8" "J" BO'- 2 x 4 SOLE PLATE 0" O.C. MARX CENTEREDD x ON WALL. 51MP50N C516 OR SIMPSON M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK A5 USE DOUBLE KD BLOCK COUR5E5 WITH ~---5IMF'50N 5PH8 NEEDED 2-#5 BARS CONT, IN EACH. 2x4 12 5YP RIM w/ (5) 0.131 x (NOTE: FOR LOCATIONS WHERE THE 3 1/2" NAILS EA. TRUSS JOIST HORIZONTAL OPEN DISTANCE (UNBRACED (INSET) LENGTH OF MASONRY WALL TOP) 15 LES ° 2x8 PT SOLE PLATE THAN 2x4 FLATWISE VERT. BLOGKIN .� < a SIMP50N HETA20 � 32 O.C. IF COURSE THDOU SHOWN15NOT NOTE0D TE A5 NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOI5T5. 024" O.C. .FLOOR PLAN, IT 15 ACCEPTABLE TO USE NAILING IN STRAPS. ° MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-#5 IX P.T. FURRING HORIZ. 2x42 5YP RIM w/ C5) 0.131 x*'4TRU55E5 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN INS DETAIL.) - 4q�, 3 1/2" NAILS EA. TRU55 JOIST ° 1/2" CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR ON FLOOR PLAN CIFICON (INSET) GARAGE APPLICATION SHALL TROLON SHEATHING TO BE FLUSH UJ/ BLOCK 8" GONG. K.O. BLOCK BOND IX P.T. FURRING HORIZ. BEAM POUR SOLID (2500 P5I) W/ 2 - 05 REBAR CONT. HORIZ. SEE TRUSS LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER -a OPENINGS i x 6 P.T. CURTAIN NAILER -a OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE 8" LONG. K.O. BLOCK BONA BEAM POUR SOLID W/ I - #5 REBAR CONT. HORIZ. MIN. I x P.T. SUCK STRIP I x P.T. SUCK STRIP LAP = 25" WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR 51ZE5 PLAN FOR 51ZE5 �—WINDOW SILL - CAULK WINDOW --WINDOW SILL - CAULK WINDOW WIND RE515TANT PRE-CA5T CONC. SILL 1/2" GYPSUM BOARD WIND RESISTANT PRE -CAST GONG. SILL a 1/2" GYPSUM BOARD 4" NIGH CONC. BLK, 'a 4" HIGH GONG. BLK. d. 8" CMU PER A5TM-C 90, 1900 4"CONC. SLAB, S" CMU PER A5TM-C 90, 1900 4"GONG. SLAB. P51 MIN. W/ TYPE M OR 5 SEE FOUND. PLAN P51 MIN. W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER ASTM -C 2`10. a MORTAR PER ASTM -C 210. a 5/8" CEMENTITIOU85/8" .01 CEMENTITIOU5 FINISH PER FBCR FINISH PER FBCR4 a q. 103.1.2 a ° 103.1.2 o' ° _ . A a 4$ FOOTING SEE FOOTING SEE d, 4 FOUNDATION PLAN FOUNDATION PLAN FOR SIZES 8 MORE ° FOR 51ZE5 4 MORE ° INFO. INFO. Typical Two Story Wall Section rc--jypical Two Story Wall Section A 8-4 SCALE: NTS W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 ,APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK W y aC ^ O Q Lu Q W W W gpVR =B<z � N ¢ zl9Y2� CC 1A m oc azQ~W z- P. 8mwm�z cn J 00 cw k �4QF--q zn;50zlD az G W w =FE=Z W O i-�y = 7i a Q 0 'V- 0 Q= �i0o w�W��Q�- a4 O Zw�'L9 © z< w .i LL W W �3J v a -z ,,, Ld V ad o Z5wl —J O a Z �+ W 1-d W W ; wKWD Q F - Q Uj H p„ W W v J mD ac oa a Um 0 1O Ln L1J B Z 5M W �' d Ln O_m ---ia Q 00 en W . LIJ uN1 �S � Z w 0 d r4 0 k LL Z ?-m 0 0 Uj g 0- 00 0c a r y' % 4 cc : yZ w• ' O o. co w 0 1 DATE 03 -00 -le SCALE N07�ED DRAWN JOB Sheet content: Structural Details 5heet number: 54 NOTE: DECKING "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING e 48" 0/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL -- 2ND FLOOR FRAMING AT 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF 5IMP50N 5PH4 TO EA, DBL 2x 5.i.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2 `1--r C516 OR M6TA36 STRAP 5PH4 CONNECTORS SHOWN. STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS e 32" O.G., EVERY OTHER FOR WALLS LARGER THAN NAILS. 2x8, USE SIMPSON 5P1'S ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE ``�-�`__-----FLOOR J015T-6EE FRAMING PLAN STUD TO TOP PLATES. U.N.O." 5PACING 4 SIZE OF WALL 5TUD5, 5TUD5 SHALL BE INSTALLED WEEP SCREED INSTAILED PER MAX. 16" O.C., SEE MANUS. 'N'/5-3 5IMP50N HETA20 Q 32" O,G. MAX. 2x4 S.Y.P. 12 RIBBON 21'X4" CROSS BRACE W/4 -10d e EA. FLOOR a 48 O/C FOR THE TRUSS. 15T 2'-0" OF END WALL C516 OR MSTA 36 e W/ (4) 0.131X3 1/2" e EA. END 32"O,G. (36" LONG) o INTO 2"X4" BLOCKING FROM EA. STUD TO„ (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 5YP 02 WOOD 3.0.131 x 3 1/2" a EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-l(od HETA20 e 32" O.G. ON THE a 48" 0/C FOR THE FIRST ND FLOOR FRAMING TOENAILS. INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TOP 51MP5ON C516 OR M5T,436 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. LOOR J015T-5EE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" ALT. Frame/MasonryConnection #1 FRAMING NOTES. IF g TRUSSES ARE 8-5 SCALE: NTS NOTE: PARALLEL, PROVIDE BLOCKING AT 24" O.C. ADD 2X4 BLOCKING Q AND ATTACH WITH (3) SHEATHING A5 M5TA36 OR C51�o OR 0,131"x3-1/2" TOENAILS DELINEATED A7 EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE; 2"X4" CRO55 BRACE HET,420 UJHICH 15 NOT SET. (MIN. STUD GRADE "AT 2x6 WALLS USE SPH(o a 48" O/C FOR THE ALIGNED UJ/ TRU55 VERT. PROVIDE A MINIMUM 5YP) CONNECTORS IN LIEU OF 15T 2'-0" OF END WALL UJEB U5ING 2-0.131" X 3 1/2" 2 PLY END STUD A7 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" a EA. END TOENAIL5 a E,4, END. EACH ENE) OF SEGMENT AT 2x8 WALLS USE 5PW8 INTO 2"X4" BLOCKING IN5TALL 5IMP50N 0516 CONNECTORS IN LIEU OF GROSS STRAPS WITH (u 5PH4 CONNECTORS SHOWN. 0.131"x3-1/2" NAIL AT FACI, FOR WALLS LARGER THAN FULL DEPTH PASSING STUD AND 2x8, USE 5IMP50N 5P1'5 ON BLOCKINGS BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD TO SHEATHING EDGES 2x 5TUD5 MINIMUM AT EACH END TC BOTTOM PLATE 51MP50N w/ l3) 0.131"x3 -I/2" 16" O.G. TOP AND BOTTOM 5P2'5 ON EACH SIDE OF 2: TOENAILS EA. END PLATES/END STUDS. „ FLOOR a° CONSTRUCT WALL STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O. 0 AS LOAD BEARING DIAGONAL AND AT 45 5IMP50N 5PH4 TO 2"x4" PANEL BLOCKING a 48" O.G. FOR—\,J015T DEGREES OR LESS IN EA, SCUD TOP THE FIRST 2'-0" OF END WALL FROM EA. (TYP) WITH UPLIFT REF. 0 RELATION TO WITH HORIZONTAL, TYPICAL. BOTTOM OF WALL. ATTACHED W/ 2) l6d TOE NAILS. 5IMP50N HTT4 OR 1/2" DIA NUT OV EQUAL AT EAC H z w/ MIN. 1-114" *** END OF 5EGMENr �j DIA x 1/8" WHEN GR055 BRACE ANGLE WASHER GREATER THAN 45 EXTEND PANEL LU 1/2" DIA ALL FOLLOW TABLE 00BLOCKING FOR THE FIRST 4'-0" OF ENp THREAD ROD BELOW FOR 00 WALL. In IF DOUBLE ENAPPROPRIATE STUD 15 OVER A 1/2" DIA DIA SPACING 4 51ZE OF VOID SPACE, ANCHOR BOLT COUPLING WALL 5TUD5, STUDS JOINT INSTALL SOLID 2x SHALL BE INSTALLED BLOCKING BELOW. e MAX. 16" O.G. N TYP. A.B. EXTEN51ON DETAIL COUPLER NUT ,e��l 1 INSTALL 5/8" �+ THREADED ROD IN DIA. 1/2" J-BOLT5 SIMPSON SETY 2"x4" CR055 BRACE a 48" O.G. FOR �� !�, �:•... EPDXY OR EQUAL OR WITH SIMPSON THE 1st 2'-0" OF END WALL W/ (2) 10dx3" WITH 6 MIN SET EPDXY, 5 EMBEDMENT, AT GROSS STRAPPED 2X4 RIBBON (ANGLENOTTO EXCEED 4Cr,') U : w SEGMENT, IF SHEATHING 15 EMBEDMENT a 24 w/ 3-16d e SEE *** WHEN Y�Z GYPSUM WALLBOARD, EA. TRU55. *** WHEN ANGLE 15 GREATER THAN 45° D15TANCE 15 :w ATTACH WITH 6D COOLER ' • U GMU WALL -SEE 2X BOTTOM PLATE WITH l4) NAILS AT 7 O.G. OR % X CROSS BRACE e 48" O.G, FOR THE Ist LESS THAN 2'-0" �, (� ;may Z FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PA551NG ALO SCREWS 6" O.G. 4'-0" OF END WALL. a THE FIRST BAY � �'•. ALONG EDGES AND 12" O.C. �i /,.1 •• TYP. MORE INFO, TRUSS OR NAILS ALONG THE IN THE FIELD. IF �i •' BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRU55/RIM JOIST GYPSUM, SEE NAILING pill AT AT 4" O.C. ALL NAILS TO BE SCHEDULE AT 0/52. 0.131"x3-1/2" MIN. TYPICAL. 11 SEEN'/5-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER TO TYPICAL 2-5TOR W/ 12-SdX 11/2" WALL SECTION FOR NAILS EA, STUD TO INFORMATION NOT SHOWN TOP CHORD A Cross Strapping Detail ALT. Frame/Mason Connection #2 E Floor Truss Parallel To Brg. Wall 2X4 BEARING S-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS WALL W/ STUDS 16" O.C. 7/16 APA RATED WOOD SHEATHING SIMPSON 5PH4 EA. STUD NOTE: NOTE: AT 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE 5PH(o CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF PRE-ENGINEERED PRE-ENGINEERED 5PW4 CONNECTORS SHOWN. TRU55E5 e24" O.C. 5PH4 CONNECTORS SHOWN, TRU55E5 e24" O.C. FLOOR J015T ROOF TRUSSES AT 2x8 WALLS USE 511H8 AT 2x8 WALLS USE 5PW8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN INSULATION PER ENERGY CALCS 2x8, USE SIMPSON 5PI'6 ON INSULATION PER ENERGY CALLS 2x8, USE 5IMP50N 5P1'5 ON CEILING BOARD PER EACH SIDE OF STUD TO1i2° CINAEACH SIDE OF STUD TO 1/2" GYPSUM CEILING BOARD ARCH, PLANS BOTTOM PLATE 4 SIMP5ON GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR e EACH TRU55 5P2'5 ON EACH 51DE OF HURRICANE ANCHOR a EACH TRUSS STUD TO TDP PLATE5. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD t0 TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HT516 W/ 16-106 2X4 BLOCKING w/ NOTE: EA. TRU55 TO 3-0.131 x 31/2" RS. "AT 2x6 WALLS USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 2x4 SOLE PLATE5PH4 e EA. Stub 2x4 SOLE PLATE 5PH4 a EA. STUD HANGER PER TRUSS PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. PROVIDE (2) 16d AT 2x8 WALLS USE 5PH8 C©M eI EACH (TRU55 MANUFACTURER GIRDER GONNECTOR5 IN LIEU OF COM e EACH TRU55 I/2" GYPSUM I/2" GYPSUM 5PH4 CONNECTORS SHOWN. 5IMP50N C516 W/ MIN (22) 106 51MP5ON 0516 W/ MIN (22) 106 Floor Truss To Girder Connection FOR WALLS LARGER THAN 3/4 T4G GLUED W/ CONSTR. ADHE5IVE 3/4 T4G GLUED W/ CONSTR. ADHESIVE H COMMONS (12 MIN. EACH END) COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0" .2x8, USE SIMP50N 5PI'S ON � 4 NAILED SEE SCHEDULE DETAIL "O" 1705 MAX a 24" O.C. MAX OR S-5 SCALE:NTS EACH SIDE OF STUD TO 1705 MAX a 24" O.G, MAX OR ON SHEET 5-2 ON SHEET 5-2 BOTTOM PLATE 4 5IMP50N EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP 51=2'5 ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES. FLOOR TRU55E5 e 24" EXTEND SHEATHING TO O.C. FLOOR TRU55E5 e 24" O.C. 2nd FLOOR BOTTOM OF BEAM OR U.N.O." 2x4 02 5YP RIM w/ (3) 2x4 02 5YP RIM w/ (3) GIRDER 166 NAILS EA. TRU55 16d NAILS EA. TRU55 WALL J015T (INSET) J015T (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ PROVIDE (3) 0.131 X 51MP5ON MT516 e STUDS s 16" O.C. 3-1/2" TOE NAILS AT EACH FLOOR TRU55 FLOOR TRU55 TO WALL 24" O.C. MAX. 7/16 APA RATED RE -ENGINEERED BELOW 1/2" GYPSUM CEILING BOARD W/ KN GK - I/2" GYPSUM CEILING BOARD W/ KN CK - PRE-ENGINEERE-WOOD SHEATHING FLOOR TRUSS DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE i/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FLOOR TRUSS FOR GARAGE APPLICATION FOR GARAGE APPLICATION ><1111 2x6 50LID BLOCKING W/ __ FOR GENERAL PATTERN 3-0,131 x 31/21' TOENAILS DBS, �CTOP(P� Imd NAILSEACH DBL. 2X TOP PLATE w/ 51MP50N 5PW4 EA. END e 16" O.C. w/ (12) 106 NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT a 24" 1/2" ANCHOR BOLT e 24" x 31/2" NAILSO.G. W/ NUT 4 2 SQUARE O.G. W/ NUT 4 2" SQUARE 51MP5ON C516 SIMPSON G516 EA. STUD PT 2X BOT. PLATE w/ BY 1/6" WA5HER5 PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 106 TO BASE OF 2x4 51MP50N 5PH4 a EA, SIMPSON 5PH4 e EA. COMMONS (II RIBBON BELOW 5IMP50N µT516 STUD w/ (10) 10d NAILSSTUD w/ (10) 10d NAILS MIN. EACH END) EA, TRU55 EACH 4 CONG. SLAB. SEE EACH 4 GONG. SLAB. SEE FOUND. PLAN FOUND. PLAN BEAM / GIRDER SIMPSO TYP. LOA[) HETA20 REFER To TYPICAL 2-5TORY WALL SEARING WALL a 2x BOT. PLATE PRE-ENGINEERED SECTION FOR INFORMATION NOT W/UPLIFT FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRUSS CMU WALL SHOWN tl 4. PLAN FOR 51,ZE5 4 MORE INFO. ° a. PLAN FOR 51ZE5 4 MORE INFO. NAILS a 6" O/C Cantilevered Floor Truss Over Wall a $5 SCALE: NTS A Typical Two Story_Interior Bearing Wald Section p Typical Two Story Interior Bearing Shear Wall SectionF Second Floor Frame Connection @ Girder S-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DEVIL DK/PK 0 z 0 "' a oawo s z ZO W rW 'Uw LLi dG wCM0 E �zNoaa w0E-a sopUv�i CL b O ZOO Cwi,Zl7x0� M Q lh M M0 r- o 2 4 0 ;iz H -j t/) J 2 00 Oo z ` o Mg , ��0 0 QZG LW w 2F-m2Zw O 0 -4 t� d o Wao�Q� LL 3 Ht= zW wo LU UV Z < a L - 0 ii Lu 0 W Z LU mesoxww2w�- d d wa(ma°C x rww LIJ N �atz o a JM (/ H Ln ui Z Cn CC t/l d' 6n a m � Q _ 10N A -j (' zu-r;d w Z ;�m0 GD°C W U00u W Q vi g au �- a 0 c • 'V a • -•J r' • d r. Q A •� � • t/j +w DATE SCALE NC7-Erj DRAWN I-1K/7'DK JOB - Sheet content: Structural Details Sheet number: 55 DRYWALL OVER FU} BLOCK IL 11/16x11/16 COVE MC ( #100) Ix6 TRIM (WINDOW PER PLA EAD (WINDOW -- y� PER PLAN) SILL COMPOSITE WINDOW SILL SQUARED DETAIL -r EDGES Ix6 TRIM BEAD BOARD PANELING DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW ____ PER PLAN) LINE OF WALL BELOW I LINE OF WAL 1x(o TRIM BELOW LINE OF TRIM -- ---- BELOW ---------- LINE OF CAS BELOW COMP051TE WINDOW DRYWALL FINISH SILL PLAN OVER FURRING ON BLOCK WALL COMPOSITE SILL ELEVATION WINDOW )ETAIL -r 1/4" DOOR CASING 036(o) LL FIN16H OVER 2x WALL (SEE PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BD, NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: I' "''-0' PLAN SPECIFIC PER PLAN SCALE: P- I'-0' CA LI. TOP HIGH BAR TOP SCALE: 112' : 1'7 5CALE: I/2" : I'-0" 8" W. CORIAN TEMP. GL. SHIM A5TEMP• GL. ENCLOSURE �! OVER WATER 2x 5TUD6 (PER RESISTANT PLAN) REQ'D. OVER WATER 1/2' DRYWALL SHOWER RESISTANT SWIM AS 1'-4' 26 WALL (#366) BATH SECTION 36' OR 42" SHOWERL I I SIDE7 / REQ'D. 2x6 STAIR OW WALL WALL CAP DETAIL 2x4 STAIR KNEE WALL CAP DETAIL 0 r< `�- INVERTED 2 1/4' --� I" INVERTED 2 1/4' I, DOOR CA51NG 10366) 1' DOOR CA51NG (0366) 2x 5TUD5 (PER ul IL STD. 2x STUDS (PER PLAN) STD. PLAN) y STD. BASE BASE M 2" YAINTY CABINET I/2' DRYWALL CABINET Ill' DRYWALL CABINET 3 1/4' BASE 51). 3 1/4" SASE BD. (036(o) (036(b) QUARTER QUARTER 3 1/4' BASE 81). ROUND ROUND (#3(b6) CA LI. TOP HIGH BAR TOP SCALE: 112' : 1'7 5CALE: I/2" : I'-0" 8" W. CORIAN TEMP. GL. CAPENCL06URE CAP TILE FIN16H �! OVER WATER 2x 5TUD6 (PER RESISTANT PLAN) WALL BD. OVER WATER 1/2' DRYWALL SHOWER RESISTANT 3 1/4" BASE: BD. 26 WALL (#366) BATH SECTION 36' OR 42" SHOWERL 1/2° DRYWALL 8' Ul CORIAN BELOW CAP CAP WHITEPINE �! 1/2' DRYWALL FINISH RENSED nITILE I/2' DRYWALL OVER WATER II I 24 WALL RESISTANT jl Ij 26 WALL WALL BD. BATH �I I, 36' OR 42" SHOWER SHOWER I I SIDE7 / PLAN 2x6 STAIR OW WALL WALL CAP TILE TO WRAP IN WINDOW 8" W. CORIAN CAP 2x STUDS (PER PLAN) VANITY LOW WALL 5CALE: 1/2' : I'-0' 21FY TOP (WINDOW --- - - PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL— EDGES INVERTED 2 1/4" --' DOOR CA51NG l#36(o) DRYWALL FINISH — OVER FURRING ON BLOCK WALL SILL (WINDOW PER PLAN) LINE OF WALL SILL BELOW CT I/2" OUT EIVE TILE) LINE OF CA51NG BELOW COMPOSITE WINDOW - SILL SHOWER WINDOW ._._.___------- SCALE: 112': 1'-0' SCALE: 1/4'm 1'-0' ELEVATION -- — I DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: I'- I'-0' rE WINDOW DETAIL. 2 1/4' DOOR CASING 1036(b) FLOORING /BASE BOARp NOTE: U1NEN TILE FLOOR IS SELECTED ONLY RASA 60ARD 19 IN57ALLED. UJNEN WOOD FLOOR 15 SELECTED SASE BOARD AND SHOE MOULp ARE INS7ALLEq. Ix JAMB (BI-PA5e DRS. PES PLAN) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING 03(o6) HELD DOWN I/2" 1/2' WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE lBl-PASS PLAN) DRS. PER `� \ PLAN) 2 1/4" DOOR CASING (0366) HELD OVER 1/2° PLAN TYP. BI -PASS DRS. CASING DETAIL SCALE: I' ■ P-0' MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRAN51TION BASE BD. 10366) TYP, BASE BD. AT GARAGE / MAIN HOUSE SCALE: I': I'-0' NOTE: �)AUJINC�S ON 11"x]7" 5�4E T WILL 5E ONE HALF THE 5CALE NOTED 5 1/4" CROWN S (045) 5 1/4" CROWN PLAN SPECIFIC PER PLAN VALE: r : r-0' IXIO SCALE: P . 1'-0' Ix8 ROUNDOAR W/ WHITEPINE �! 1/2' DRYWALL ROUTER RENSED 31/4' BASE Bp. I/2' DRYWALL to -05-16- 3 U4' BASE BD. 24 WALL (0366) 26 WALL •rrr 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN VALE: r : r-0' IXIO ROUNDOVER W/ ROUTER WHITE PINE 22066• W FU WN �! 1/2' DRYWALL 06-16-16 RENSED 31/4' BASE Bp. N� to -05-16- f"366) 24 WALL W 36" OR 42' •rrr HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: I''''-0' TRIM DETAILSTDM TRIM TYPICAL 7RIM DETAILS • SHEET • x 22066• W FU WN �! N � 06-16-16 RENSED p N� to -05-16- 11-02-16 W ��~ M •rrr m J ,!. IL 00 0 E .00 0 r< 47 _u TRIM TYPICAL 7RIM DETAILS • SHEET • •" NUMM 22066• W FU WN MIDW-M ISSUED 06-16-16 RENSED 07-07-18 to -05-16- 11-02-16 TRIM TYPICAL 7RIM DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST MrWOM, FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.COM TAMPA • L7ENVER ES IW4 TRIM TYPICAL 7RIM DETAILS • SHEET • LJ -1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) Ix6 PAINTED BASE PLATE 31/4" BASE BD. AS APRON LJ -1011 LEVEL LJ -4042 QUARTER URN L5 NEWEL � LJ -4045 POST NEWEL POST-�,- LJ -1021 - ROSETTE 4b '210 CUT THRU LJ -4040 WALL NEWEL POST 31/4" BASE APRON LJ -1011 LEVEL QUARTER TURN 11 1 II LJ -4040 NEWEL II II 1 POST I � II OPT. LIN-MG2KNUG44 I� WROUGHT IRON BALUSTERS LJ -6010 BALUSTER (3 PER TREAD) STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS �Fzk LJ -4040 NEWEL POST LJ -4040 NEWEL POST -1x6 PAINTED BASE SECTION -r �� '�� lx12 SKIRT Ix6 PAINTED BASE PLAN CUT THRU ��3�v BOARD PLATE LJ -6010 CUT THRU v WALL 1x12 SKIRT 31/4" BASE APRON WALL `��<� ` Y' ROSETTE 3 1/4" BASE A5 APRON RAILING BOARD S -TURN BOARD AS 1''. .. LJ -6010 BALUSTER (3 PER TREAD) LJ -8095 OAK �(\ LINEAL COVE MOULDING RAILING BASE ---`� LJ -5015 WOOD PER TM LEVEL so 3 1/4" OR 5 1/4" DEPTH THE SAME AT Ix12 SKIRT LJ -1041/8 --- `' BOARD ,-31/4" BASE LJ -3009 - BALUSTERS BRACKET LJ -6010 RAILING - GAP 5 -TURN AS APRON (3 PER TREAD) GAP LINE OF (3 PER TREAD) SCROLL TO BE r MOULD STANDARD - LJ-8014MR1 ? MOULD STANDARD - LJ-8014MR1 1x12 SKIRT WOOD TREAD TREAD FOR CARPET LJ -5015 WOOD NEWEL TREAD FOR CARPET BOARD (OPT. LJ -8010 SERIES BALUSTERS Q POST (OPT. LJ -8010 SERIES TREAD SHOWN) (3 PER TREAD) TREAD) LJ -8095 OAK 1x8 PAINTED LJ -8095 OAK 1x8 PAINTED LINEAL COVE - R15ER LINEAL COVE RISER MOULDING LJ-8010MR1 MOULDING LJ-8010MR1 RASE -- �'"�� PER TM LEVEL - OAK TREAD BASE PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4 q 3 1/4" OR 5 1/4" —LJ -4042 Ixl2 SKIRT '`--LJ-4042 NEWEL POST BOARD NEWEL POST EA. - LJ -3018 RAIL 2 EA. - LJ -3018 RAIL AND POST FASTENER AND POST FASTENER GENERIC SWITCHBACK GENERIC STRAIGHT RUN STAIR DETAIL STAIR DETAIL N.T.5. N.T.S. 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 1/41' LANDING TREAD LJ -8090-5 OAK 51/4" LANDING TREAD RAILING SEE GENERAL STAIR NOTES RAILING /----E LJ -4042 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 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. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ TR LJ TR HT. WALL PET STARTS HIS RISER .ING .042 NEWEL T GENERIC WOOD / CMRPETP STAIR FLOOR PLAN K,s. SECTION i CUT THRU v WALL BASE CAP (3 PER TREAD) MOULD ROSETTE -1x12 SKIRT LJ -1041/6 BOARD S -TURN SUB TREAD LJ -5015 WOOD TYP. LEVEL 1 DECORATIVE BALUSTERS BALUSTER (3 PER TREAD) LJ -8095 OAK �(\ LINEAL COVE MOULDING BALUSTERS IN TO HAND BASE ---`� PER TM LEVEL so 3 1/4" OR 5 1/4" DEPTH THE SAME AT Ix12 SKIRT EACH BALUSTER) BOARD ,-31/4" BASE LJ -3009 - BRACKET Ix12 SKIRT BOARD r LJ -6010 RAILING BASE CAPI MOULD STANDARD - LJ-6014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) Ix6 PAINTED RISER _J-1040 / 1045 TURNOUT LJ -4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL N19. 2x STUD WALL w/ DRYWALL FIN. ' \ LJ -5015 WOOD v BALUSTERS BASE CAP (3 PER TREAD) MOULD ROSETTE -1x12 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD --LJ-8095 OAK TYP. LEVEL 1 DECORATIVE LINEAL COVE BALUSTER MOULDING Ixl2 SKIRT BD. �(\ 1 BASE CAP MOULD 2x12 STRINGERS NP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL IYR t0 Y0LE BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING 3 1/4" OR 5 1/411 TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.TS. 3/4" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 3611 H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w w A ai = r in M r CIA� C Lj LJ -4010 LJ -404 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES N.T S. 4 LJ -5015 LIH-HOL15ASK44 LIH-HOL25ASK44 LIH-HOLIKNUC44 LIN-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. `— LJ -5015 4211 WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT In In n In In EACH BALUSTER) 3611 H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS TQ BE PARALLEL TO TOP RAIL / LIH-HOL25ASK44 (DOUBLE BASKET) LIH-HOL15A51<44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD ALTERNATE 5A6KET5 AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE, 1R;4UJ f N & ON 11 "x 17 " 5�4E T UJ I L L 5E ONE �44LF TSE SCALE NOTE 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 POST LINE OF 10 KNUCKLES TO / BE PARALLEL TO TOP RAIL LJ -404 42" H. LJ -1021 DAVIS SEWS DESIGN GROVP NEWEL RAILING ROSETTE P05T _ Lo 00 ��. 11 11« moo too, Jiro W z < I z0v (3 PER TREAD - ALTERNATE LJ -6010 3611 H. TYP. LEVEL 1 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL 05-26-15 RAILING RAILING BALUSTERS IN TO HAND LJ -5015 WOOD so DEPTH THE SAME AT EACH BALUSTER) ,-31/4" BASE BALUSTERS LJ -6010 RAILING LJ -4042 AS APRON (3 PER TREAD) LINE OF 100 SCROLL TO BE r PARALLEL TO ? WOOD TREAD NEWEL Q POST Ix12 SKIRT BD. BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING 3 1/4" OR 5 1/411 TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.TS. 3/4" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 3611 H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL w w A ai = r in M r CIA� C Lj LJ -4010 LJ -404 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES N.T S. 4 LJ -5015 LIH-HOL15ASK44 LIH-HOL25ASK44 LIH-HOLIKNUC44 LIN-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. `— LJ -5015 4211 WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT In In n In In EACH BALUSTER) 3611 H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS TQ BE PARALLEL TO TOP RAIL / LIH-HOL25ASK44 (DOUBLE BASKET) LIH-HOL15A51<44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD ALTERNATE 5A6KET5 AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE, 1R;4UJ f N & ON 11 "x 17 " 5�4E T UJ I L L 5E ONE �44LF TSE SCALE NOTE 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 POST LINE OF 10 KNUCKLES TO / BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS w�llwwlln LIH-HOL2KNUC44 E 7EREWSED (DOUBLE KNUCKLE DAVIS SEWS DESIGN GROVP LIH-HOLIKNUC44 150 STATE STREET EAST OLE MAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVISBEW&COM TAWA • E7ENVER. (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS _ Lo 00 ��. 11 11« moo too, Jiro W z < I z0v (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL 05-26-15 N.T.S. III MIN, HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE so DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF 100 SCROLL TO BE r PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS w�llwwlln 24163.01' E 7EREWSED MAI04-05-13 DAVIS SEWS DESIGN GROVP x 150 STATE STREET EAST OLE MAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVISBEW&COM TAWA • E7ENVER. L' N 0 O 00LL M 12-19-14 _ Lo 00 ��. 11 11« moo too, Jiro W z < I z0v 01-26-15 02-06-15 02-17-15 ■I.AIIII�IIII�II�I.I�•I�II��IIO�I� STAIR • TITLE • TYPICAL STAIR DETAILS • SHEET • SD. 24163.01' E 7EREWSED MAI04-05-13 DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLE MAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVISBEW&COM TAWA • E7ENVER. 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 so ■I.AIIII�IIII�II�I.I�•I�II��IIO�I� STAIR • TITLE • TYPICAL STAIR DETAILS • SHEET • SD. DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLE MAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVISBEW&COM TAWA • E7ENVER. -� EST. 1994..- ■I.AIIII�IIII�II�I.I�•I�II��IIO�I� STAIR • TITLE • TYPICAL STAIR DETAILS • SHEET • SD.