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HomeMy WebLinkAbout460 Red Rose Ln 18-1886 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 51,18-F45CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. PTCORD COPY REVIEWED F'OR CODE COMPLIANCE PLAN'SpL/1NS EXAMINER 31.11 DATE aANFORD BUIL-01NQ DIVISION A PERMIT ISSUED SHALL BE (;ONSTRUED TO BEA 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 Impeatieh G rSARdFOT)D #1 g- 1 886 LOT 283 - THORNBROOKE 40' s ANASTASIA GARAGE LEFT INCLUDED ELEVATION "TRADITIONAL " TAYLOR MORRISON REDRAW NOTES 04-02-10 CREATED LOT SPECIFIC PLAN FOR LOT 263 IN THORNBROOKE 466, INCLUDED ELEVATION "TRADITIONAL", GARAGE LEFT W/ PLAN OPTIONS INCLUDING: POCKET SLIDER AT GATHERING ROOM, DOUBLE DIVIDED LITE FRENCH DOORS AT 5TUDY, 0' INTERIOR DOORS AT MAIN FLOOR, TRAY CEILING AT MASTER SUITE, VENT HOOD / MICRO TO OUTSIDE, PAVER DRIVEWAY, LEAD WALK AND PORCH, SECOND 5UITE, RADIANT BARRIER, LAUNDRY TUB PRE -PLUMB, ADDITIONAL 51NK AT BATH 3, INJECTION MA50NRY FOAM IN5ULATION AND R 38 INSULATION. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F, 1263 TOTAL LIVING S.F. 2730 Now GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3395 Y� C4 TOTAL WIDTH 30'-011 TOTAL LENGTH 75'-0" oC PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFI 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -FRONT ELEVATION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS CATIONS GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMEN51ON5 AND/OR GALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CON51DERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERW15E NOTED. OCCUPANCY AND GON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE v-5 CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C.-5UILDIN6G BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE 'IXI' GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.C.B. - 6TH EDITION (2011) R302b AND TABLE R3021o. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 81023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE615TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE5 SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103.12 AND A6TM C 926. PER F.B.C.R. 6TH EDITION (2011) R103.12.1 WEEP 6GREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP 5CREED 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 SCREED. PER FB.C.R 6TH EDITION (2011) R103.13 WATER RE815TIVE BARRIERS INSTALLED OVER WOOD 5A5ED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) R103.1.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: 5TUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THIN 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100 SF. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR ALENGTH -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: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 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 $OLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNES5, 50LID CORE (S.CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6 THICK, OR 20 MINUTE FIRE RATED DOOR5. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 45PHALT 5HINGLE5 IIF APPLICABLE) : 1. WIND RE516TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE6 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052,6 AND R90521o.1. 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES 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 A6TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 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 ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. CLAY AND CONCRETE TILE IIF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANl1FACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5D 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R. - 6TH EDITION (1011) R90533 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 123012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS IIF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER TUR AND SHOWER AREA5: CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 51 -45 -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF 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 CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15,,PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUGT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, No GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOOR$, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, $HALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY 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 "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 165UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY 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, DIMEN51ON5, 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 / REVI5ION5. ANY REVISIONS OR CHANGES, NOT RELATED TD THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 �```1` 1 I I I,/i, r� 66666•{• //�%� � ti 6 44/ c1> nw 6 6- b'.b • Q i 0 rw. s6 � � • �'-rJ � P/� �� ••666 •• •b O� `�� r/III� • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED PAUL D. KIDWELL, P.E. #52683 • x 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. 150 STATE STREET EAST OLDSMAR, FLORA 3*77 813. 925.1300 -TEL 813.975.1800 FAX W W WJDAVISBEWS.COM TAMPA • DENVER. '"' C N 00 Mrn Now 0 NP, W0 It T O V) Y� C4 L �rn oC 61- Q• 00 = 0 1 rrr E A?p M Yin C) M z ' kc) ln0) III • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED 11 �111111 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 DAVIS BEWS DESIGN GROUP 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. 150 STATE STREET EAST OLDSMAR, FLORA 3*77 813. 925.1300 -TEL 813.975.1800 FAX W W WJDAVISBEWS.COM TAMPA • DENVER. EST. 1994 e� 11 �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 2582 LIIIII•�II�I•�� • TI TLE • GENERAL NOTES REVISION LOG • SHEET �� • • cov. N 0^ PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVEREVIEWED 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 Now �- :71 W0 O V) C) oC 1 r C) 2582 LIIIII•�II�I•�� • TI TLE • GENERAL NOTES REVISION LOG • SHEET �� • • cov. N 0^ INDICATES 1 - "5 VERT. REBAR IN MA50NRY CELL FILLED 50LID W/ CONCRETE, VERT. REINF. SHALL BE HOOKED INTO BEAM ABDVE E FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 34"6-0" A/G PAD (SEE MECH, CONTRACTOR FOR LOG.) r I L z 1-411 11 .. 4'-011 .. 41-611 F 41 52'-4" 41-811 3' EVATION Em'._'.-.lT ml ILII fi it 41-611 31-1011 31.211 8" C.M.U. IIAI I AR\/ --y 91_/A11 3'-2" 1'-411Liu a � e Eu - PITCH PITCH 1/8" /FT. -(3 131-811 Gr/ �/,//z zi IL4 11 I. 41-411 I, 41-811 41-811 41.811 D 19 2-5TORY Id I.5TORY 51 FOOTING FOOTING /A I-011 11 011 51_ A11 5.41 41-4" 41-1011 31-611 41.411 15'-011 —.T 3 *=I 41-011 41-411 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * % �Y Ier O s G[, •mow Z 6 • ,► i 1p� '> • �CCr� moi% rrr••rrM r• �•I►, �rrrr� ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 5LA5 ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO &ITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TNI5 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. * * * * * * G.G. VERIFY THAT DECO DRAIN FOOTING LEGEND: 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x36"x36" CONC. FOOTING W/ (4) 5 BARS EACH * * * * * * WAY. D12" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS EACH WAY. F3 20" DEEP 60"6011 CONC. FOOTING W/ (3) 15 BARS EACH I N11'3. x w 150 STATE STPLE.ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 81.3.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C " 00 MW C 7 — — -> ■ ■ ■ ■ ■ 8" CM.U, WALL ABV. ■ 1b ■ ■ ■ ■_ _■ _ _ ■ _j czU. R Q • — 77 1 -s0 0 <1 r: �PAVER6 V. i I I 4" P.V,C. `� ` i /21. I N 2 -m tl? "' AIR HANDLER v ISI I I ( I `� �( J L_ 3/4" CONDENSATION A TILE -� LINES FROM INI L —_ � ,f, U B I II 19 _ — 54 U' SEAT SHOUT r 3 `8 `" I -m -�- DRAIN BY PLUMBER -� ABV. d'G-SS I UPPER FLOOR I I _ I I =� 5'-411 131-8" cz C9 I I 1 ` � 1 II • I5 811x811 FTG. W/ 1 - � � 281_ge (� , II Im -10 I II I II 8 -I 2 -8 2 - �° «� n,� Ls� I CONT: (TYP. AT ENTRY) 8" THICKENED EDGE I I 3/4" CONDENSATION I STORY i-��ORY FOOTING (1 YP.) FOR SHOWER RECE55 I I Im' Im° DRAIN BY PLUMBER 12-111 FOOTING _� 20" H. x 20" W. GONG. MONO -FTG. W/ I N0.5 BAR CONT, -''� AIR HANDLER PI 3/4" RECESS ■ O FOR ENTRY DR. ■ ■ ■ ■ � W/ 3 - 05 CONT. REBAR& PROVIDE 16" Wx1211 DEEP FTG. 117-4 I C � LINES FROM II 25 MIN. LAP WHERE SPLICED AND "5 UPPER FLOOR II 11 �� j 16 W.x16 DEEP FTG. �— -- 51.211 — 5'-8" I_ II —I- II 4 m 4 4 W/ 2 - DONT. �� 3.811 1 t WIRE TOGETHER BOTT. OF FTG. / W/ 2 - 15 CONT. SHALL BE 12" MIN. BELOW GRADE 4 P.V.G. I I I I' 3" 2'-5" K, I IS' -6" i SII F3 B ■ "' 9.8 211.611&I 1 6 2' 6" G 12'-3" `" 4'-11" 21 11 M _ L.T. PRE -PLUMB I u �' - — -- ■ ■ `" ■ ■---����� EFI-LQ/ /111/ � NOTE: ALL SLAB ANGLES ARE AT 45° IU.N.O.) N i a ,� o 41-411 51.411 ■ I / 51 __ y I n I 1u I < \ "' j w 1 � p 8"x8" FTG. W/ -5 Q `" OIL ELEVATION AT m' m" (ASSUMED)\� �� LCL y CONT. (TYP. AT LANAI) 3511 THICK, 2500 OR 3000 P.5.1. PROVIDE WATER PITCH tv PITCH PIT �' I CONCRETE SLAB ON GRADE W/ 'T � LINE FOR ICE MAKER J" GJ TO DRAIN i C.J. c Q / FT. Q 6x6 WI.4xWI.4 MESH OR FIBER �' MESH OVER 6 MIL. VAPOR 16" Wxl6" PEEP FTG. 3'•6" L6L ------------------ --------------------- 1 - ^AA �!, ` ' ,� I W/ 2 - "5 CONT. 3 b BARRIER ON CLEAN, WELL I — �j AB i I z - COMPACTED, TERMITE TREATED, ?I a OF REF, _ w I GRANULAR FILL. 31'-Im" 9 •I 3 -9 II 201.011 8 G.C, VERIFY ACRYLIC ON LANAI WIDEN FOOTING 8 AT I Ir- — 16" Wxl6" PEEP FTG. I I I �>� I �, I W/ 2 S CONT. J i 1-5TORY FOOTING (TYR) i 2m" H. x 16" W. GONG. MONO FTG. W/ POCKET SLIDER AND - i a I 05 I "5 Sl 2 - CONT. REBAR& PROVIDE App (1) REBAR I col 25" MIN, LAP WHERE SPLICED AND 811 811 ■ I I ( I 50 GAL, W.H. I WIRE TOGETHER. BOTT. OF FTG. SHALL BE 12" MIN, BELOW GRADE i ✓ I Gr/ �/,//z zi IL4 11 I. 41-411 I, 41-811 41-811 41.811 D 19 2-5TORY Id I.5TORY 51 FOOTING FOOTING /A I-011 11 011 51_ A11 5.41 41-4" 41-1011 31-611 41.411 15'-011 —.T 3 *=I 41-011 41-411 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * % �Y Ier O s G[, •mow Z 6 • ,► i 1p� '> • �CCr� moi% rrr••rrM r• �•I►, �rrrr� ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 5LA5 ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO &ITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TNI5 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. * * * * * * G.G. VERIFY THAT DECO DRAIN FOOTING LEGEND: 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x36"x36" CONC. FOOTING W/ (4) 5 BARS EACH * * * * * * WAY. D12" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS EACH WAY. F3 20" DEEP 60"6011 CONC. FOOTING W/ (3) 15 BARS EACH JOB NUMBER 28002 CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED � 1 • 0Iu x w 150 STATE STPLE.ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 81.3.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C " 00 MW C T c�.iMM _j czU. R Q • 00 s�W -s0 0 <1 r: o�M zQT �+ Lo 0) JOB NUMBER 28002 CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED � 1 • 0Iu r116 �111 VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 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 F•OR STRUCTURE ONLY V nowc C) rvoo 0 c) 37 cn J N WAY. G 1211 DEEP x30"x3011 GONG. FOOTING W/ (3) "5 BARS EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • 601L BEARING CAPACITY OF 2000-P6F (R401.4. I FBCR). • TITLE • FOUNDATION PLAN OPT. ALT. DEN ■ INDICATES I S OPT POCKET S.G.D. OPT. 0. D. K. INDICATES 2 15 - FOUNDATION PLAN_ II GARAGE LEFf�L HEET • DAMS BEWS DESIGN GROVP 150 STATE STPLE.ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 81.3.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. a EST. 1994 �-- r116 �111 VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 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 F•OR STRUCTURE ONLY V nowc C) rvoo 0 c) 37 cn J N WAY. G 1211 DEEP x30"x3011 GONG. FOOTING W/ (3) "5 BARS EACH ' WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • 601L BEARING CAPACITY OF 2000-P6F (R401.4. I FBCR). • TITLE • FOUNDATION PLAN OPT. ALT. DEN ■ INDICATES I S OPT POCKET S.G.D. OPT. 0. D. K. INDICATES 2 15 - FOUNDATION PLAN_ II GARAGE LEFf�L HEET • 11 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.G.R. - 6TH EDITION (2011). * * * * * * * WALL CONSTRUCTION TYPICAL MASONRY 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I) WINDOW SCHEDULE OPEN TO IA WINDOW WIDTHS FAMILY ROOM 8" COMMON BLOCK COURSE OVER 8" STRIN S RUNNING PARALLEL. SUPPORTED Y A WALL SHALL BE ATTACHED: 2011 2111 3111 5311 - 8" PRE-ENGINEERED CONCRETE LINTEL BACKING FILLED W/(1) S BAR. WINDOW CALL -OUTS SCALE: 1/2" = II -0" ® - PROVIDE (4) 2x4 STUDS W/ (U 51MP50N HTT4 AT CONIC.). ATTACH FOOT TO FLOOR: CONNECTORS AT BASE. 05 - PROVIDE (3) 2x6 STUDS W/ (1) 6IMP50N HTT4 AT WOOD ATTACH W/ 0.131 x 31/211 NAILS AT 8" O.C, TO TRU55/JOI5T/ OR BLOCKING BELOW. CONNECTORS AT BASE. 26" - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 12 6H 1/2 32 5H 22 5H 32 5H W JACK-5TUD5, IN TURN, MUST BE TIED TO THE 2x12 02 5YP WITH 2.2x4 SUPPORT STUDS AT EACH END, BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" RS. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T 39" 13 5H 1/2 33 5H 23 5H 33 5H _ 1 ••• 1/411 x 3" TAPGONS AT 8" O.C, STAGGERED AT MASONRY/CONCRETE ATTACHMENT, to J 0 THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 0 5111 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H ~ Z 12" �s 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G) 11 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.G.R. - 6TH EDITION (2011). * * * * * * * (A)TYP. ARCHWAY SCALE: 1/4" , 1411 VARIES (SEE PLAN) " \:J (A ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER C55) FLAT LATEX A g Ug KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT UC INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION SCALE: 1/2" = 1411 OPT. SHIM AS AIR SWITCH (� REQ'D. FOR D15P. I .. 11.011 1" WALL CONSTRUCTION CASING 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I) 2x STUDS (PER OPEN TO IA PLAN) FAMILY ROOM 8" COMMON BLOCK COURSE OVER 8" STRIN S RUNNING PARALLEL. SUPPORTED Y A WALL SHALL BE ATTACHED: CABINET AT WITH 14" DIA x 3" TAPCON6 T 8" O.C. STAGGERED ALONG THE LENGTH MA50NRY% ONC GROUTED SOLID. • 0 - 8" PRE-ENGINEERED CONCRETE LINTEL BACKING FILLED W/(1) S BAR. 0 1/2" DRYWALL a7 (A)TYP. ARCHWAY SCALE: 1/4" , 1411 VARIES (SEE PLAN) " \:J (A ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER C55) FLAT LATEX A g Ug KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT UC INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION SCALE: 1/2" = 1411 OPT. SHIM AS AIR SWITCH (� REQ'D. FOR D15P. I .. 11.011 1" WALL CONSTRUCTION CASING 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I) 2x STUDS (PER STD. IA PLAN) BA5E 8" COMMON BLOCK COURSE OVER 8" STRIN S RUNNING PARALLEL. SUPPORTED Y A WALL SHALL BE ATTACHED: CABINET AT WITH 14" DIA x 3" TAPCON6 T 8" O.C. STAGGERED ALONG THE LENGTH MA50NRY% ONC GROUTED SOLID. • 0 - 8" PRE-ENGINEERED CONCRETE LINTEL BACKING FILLED W/(1) S BAR. 0 1/2" DRYWALL CA LI . TOP SCALE: 1/2" = II -0" DIRECT VENT DRYER AIR HANDLER THRU EXT. WALL T,OM, LINES FROM 24 DER T.O.M._ 9' 4" TEMP. H. ENCL. UPPER FLOOR 0 HDSAT 8' 0" 0 HD. AT V-0" AT 8' 0 A.F.F.If REFER TO SHEET 2A2 N.B. ON 42 N. LOW WALLA.FF. -„ r, ;, -„ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FOR MAIN FLOOR EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD 3 0x3-0 A/G�I� 3 -0 x3-0 A/G 0 PLAN DIMENSIONS BEARING WALLS SHALL BE 2 -PLY 2x612 5YP W/ 1/2" 05B ,PAD (SEE MED. IPAp (SEE MECI�: 20" N. TILE �- IT - -i W.C. 5 5N. 2 ' 26 5W. ■ ■ FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT ,CONTRACTOR I ,CONTRACTOR I LAV. SEAT HD. AT 8'-0° I 1 � I LAUN. LAV. _ _ _ _ _ _ _ _ I ,FOR LOG.) I ,FOR LOC.) I ■ ____ _� — o I I I CLG, O NQ11 - 904 I HE JACK-5TUD5EACH END , IN TURN, USNBE TIED TO THEL5TA12 STRAP, BOTTOMPLATE L _ _ _ J L _ - _F TILE L_ I -� PANEL PORCH I WITH (2) 6IMP60N H2,5 CLIPS. PROVIDE TEMPORARY ATTENTION TRU55 MANUF.: 6X2 24" GL. SHOWER HANS N F.I HALF 9'-4" PLT. HT. SHORING AT MID-5PAN OF LINTELS LONGER THAN 6'-0" TRAY CLG. IN OWNER'S 8X8. BOX E I 1 W I � BATH FLUSH FRAME I FOR 1-DAY5 AFTER GROUTING. SUITE 15 DOWN FRAMED I 8 8 1g' OWNER'S BATH STUDY I a 1 ? � g1-411 TO FURRING I FLAT HEADER �+ CLG. CLG 1 A .., `°L� CPT. 1 I TILE 9'-4" FLAT CLG. y TEMP. GL. ENCL. 10 -4' x10 -6" L- - -J CLG• I 0 AT 8 0 AFF STRUCTURAL NOTES a W I 9 Q ON 42" H. LOUD WALL 9'-4" FLAT CLG. � 0 m = OWNER'S SUITE a� (2) 2-66-0 I2-48-0 1 PAVERS r.o.M.. �_ ARCH FROM ALL LVL S TO BE Fb=2950 PSI MIN, O I 16'-0"x14'-4" I TEMP. FR DRS. 2 4x8 0 8 0 TO 6 -all // a a I g 4" • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. 9'-4" TRAY CLG. 9'-4" CLG. B DBL' DIVIDED LT. oZ I gl-4° / A ALL EXTERIOR WALLS TO BE CON5IDERED SHEAR RE516TING CLG. / I ■ ■ ■ ■ ■ FLAT HDR, c TG� // COMPONENTS Ar 4'-4" FOYERIg J • NOT A SPECIAL FLOOD HAZARD AREA CLG. I a SEE SECTION 5 SH. 11 9 4 51 — I-- 9' 4° CLG. INSULATE 9'-411 •[SLOPING CLG. rJ 4 2 5 OR 9 4 AIR HANDLER u, I" 1,41N F-L-OOR STRUCTURAL LEGEND WALL CONSTRUCTION 8" K.O. BLOCK FILLED W/(U'S BAR OVER 8" 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I) SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: THE FOLLOWING SHALL APPLY UN.O.) "5 BAR. IA - 8" K.O. BLOCK FILLED WI(I) 05 BAR CONT. OVER ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER 8" COMMON BLOCK COURSE OVER 8" STRIN S RUNNING PARALLEL. SUPPORTED Y A WALL SHALL BE ATTACHED: PRE-ENGINEERED CONCRETE LINTEL WKI)15 BAR, AT WITH 14" DIA x 3" TAPCON6 T 8" O.C. STAGGERED ALONG THE LENGTH MA50NRY% ONC GROUTED SOLID. • 0 - 8" PRE-ENGINEERED CONCRETE LINTEL AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) FILLED W/(1) S BAR. 0 _ 6" LINTELS SHALL BE FILLED, BELOW 6" K.O. ENDS BLOCK FILLED AND REINFORCED W/lU 5 BAR. ® - PROVIDE (4) 2x4 STUDS W/ (U 51MP50N HTT4 AT CONIC.). ATTACH FOOT TO FLOOR: CONNECTORS AT BASE. 05 - PROVIDE (3) 2x6 STUDS W/ (1) 6IMP50N HTT4 AT WOOD ATTACH W/ 0.131 x 31/211 NAILS AT 8" O.C, TO TRU55/JOI5T/ OR BLOCKING BELOW. CONNECTORS AT BASE. ® - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 LANDINGS SHALL BE BUILT A5 FOLLOWS: FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT J015r5 TO BE 2x8 12 5YP, MIN, AT 16" O.C. EACH END WITH (1) 51MP50N L5TAI5 STRAP. THE IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) JACK-5TUD5, IN TURN, MUST BE TIED TO THE 2x12 02 5YP WITH 2.2x4 SUPPORT STUDS AT EACH END, BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. 9 -4 FLAT CLG. I BEARING WALLS ■ — — � I CLG. ,CLG. I LINES FROM BARREL ARCH 81-8" FLAT CLG, 1 VO UME CLG. X1111111 t l °' - - - J I UP 6t \ "PRE-PLUMBI 51 G.G. VERIFY MEDICINE ����` m,;,w ��N/er`'✓, tTOU'IURRIN H FRAME "3 UPPER FLOOR FROM 8 0 �/ L.T. G•� TO 8 8 / `� R/5 \ \1 ITYP.) CABINETS W/ BEVELED -`� " STAIR DATA: d \ \ / EDGES AT ALL BATHS gip': *� ■ ■ 18 RISERS AT \ LINE OF SECOND 1 * * * * * Q;-"44OPENING 36" H. ARCH FROM \ \ 1 BEARING 36" W. NEWEL 138" EACH FLOOR ABV. zT.DM. N u TO TINDER WALL CONTINUOUS I RAILING 11 V-0" TO V-8"POST 10.00 TREADSSTAIRS GRASPABLE CPT. TILE \ e /"1 ; DD zRAILING I \ INSULATE 0 `ABOVE11'lPAVER DRIVE /LEAD WALK 2 STORY, i 91 ' 4� 36" H. COUNTERTOP \ I 2 CAR GARAGE "'If 111 (SEE DETAIL ON THIS \ i 1 1 I 20 —o x2o -o' ,_ CLG. I CLG. SWEETS) 9'-4" PLT. HT. o I AA '� � I _ � �I <V -L l.. x U L JL J O OtY I LANAI GATHERING ROOM ARCH FROM I I DINING I I\/ a KITCHEN I I o BOTT. OF LINTEL 9'-8"x14'-4" 19' -6"x14' -O" 8'-0" TO 81-811 I 10' -6"x14' -O" / \ 9'-4" FLAT CLG. I `" AT 8'-0" A.F.F. I 9'-4" PLT. HT. 0 «j 2 -STORY VOLUME ( A 9'-4" FLAT CLG: i L - I INSULATE � I G.C; VERIFY BEARING WALLS I RADIANT BARRIER LINE OF SECOND I I I o 0_ o G.C. VERIFY ACRYLIC H FLOOR ABV. I T I O � I J W I o ON LANAI 52 I us 51 I �' G.C, VERIFY KNEE I ■ I WALL T I O I z I � R 38 INSULATION 50 GAL. RADE I W.H, L _ - - ...._ _ _ - _ � T.O.M. BOTT. OF LINTEL 9'-4" O - - - - - - _ -O,H.C, TOM. � 1 I I- - - 1 9'-411 G.G, VERIFY INJECTION 8 -011 AO.H.C. 0 ON MASONRY ■ F.F. A.F.F. FOAM INSULATION ■ ■ — — — — — _ _ _ _ ■ o°o°0000000000000000 00000°00000°0°0°0000000 00000000000°0 000000 000 0 0 00°0°0°0°0°0°0°0°0° o°o°o°o°o°o°o°o°o°o° in ■ ■ ■ ■ ■ ■ ■ ■ T.OM. 1 T,O,M. HATCHING INDICATES 2 - 26 5H. T.OM. \-;�T O.M. HB. 91.411 O 9' 411 HD. AT 81-0" VENT HOOD AND g, 41 DOUBLE K.O. BLOCK 4 REFER TO SHEET 2A2 AFF COURSE W/ l2) "5 CONT. MICRO TO EXTERIOR AFF FOR MAIN FLOOR IN EACH PLAN DIMENSIONS STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 411 SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS 5WALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * UNDER-STAIR PROTECTION �c ENCL05ED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.BC.R. - 6TH EDITION (2011) 8302.1 AND R302.11 FLOOR 5Y5TEM 42" H, 36" H. CONTINUOUS LOW WALL GRASPABLE 3/411 PLYWD. RAILING DECKING OPT. 8" TRAY CLG. BEAM IIN MASTER SUITE LINE OF V-811 MIN. BEAM HEAD CLEARANCE FLOOR 5Y5TEM / 10,00" 2x STRINGERS RAILING (�) _ - — — -II a -I 1'' NOSING u <, (TYP.) o STORAGE cQ =* UNDER 2x TREADS AND STAIRS Ix RISERS (TYP.) 01 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1411 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG R301 AND TABLE R301.5 PER F.B.C.R. - 6TH EDITION (2011). NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATE51 "5 ♦ INDICATES 21 HATCHING LEGEND R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) STAIR NOTE5 SEE SWEET 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 o2 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER • STRIN S RUNNING PARALLEL. SUPPORTED Y A WALL SHALL BE ATTACHED: •• AT WITH 14" DIA x 3" TAPCON6 T 8" O.C. STAGGERED ALONG THE LENGTH MA50NRY% ONC OF THE STRINGER (USE PT AT MA5JCONC.). •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) to IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: to AT GONG, W/ 1/4" DIA, x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/211 NAILS AT 8" O.C, TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TD FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• J015r5 TO BE 2x8 12 5YP, MIN, AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) J 2x12 02 5YP WITH 2.2x4 SUPPORT STUDS AT EACH END, •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" RS. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH J015T To KNEEWALL TOP PLATE. •. LEDGERS TO BE 2x8 WITH; • ••• (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• 1/411 x 3" TAPGONS AT 8" O.C, STAGGERED AT MASONRY/CONCRETE ATTACHMENT, to ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU526 HANGERS OR EQUAL. 0 THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 411 SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS 5WALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * UNDER-STAIR PROTECTION �c ENCL05ED ACCE651BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.BC.R. - 6TH EDITION (2011) 8302.1 AND R302.11 FLOOR 5Y5TEM 42" H, 36" H. CONTINUOUS LOW WALL GRASPABLE 3/411 PLYWD. RAILING DECKING OPT. 8" TRAY CLG. BEAM IIN MASTER SUITE LINE OF V-811 MIN. BEAM HEAD CLEARANCE FLOOR 5Y5TEM / 10,00" 2x STRINGERS RAILING (�) _ - — — -II a -I 1'' NOSING u <, (TYP.) o STORAGE cQ =* UNDER 2x TREADS AND STAIRS Ix RISERS (TYP.) 01 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1411 ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG R301 AND TABLE R301.5 PER F.B.C.R. - 6TH EDITION (2011). NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATE51 "5 ♦ INDICATES 21 HATCHING LEGEND 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 WALL5 R 13 MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED PAUL D. KIDWELL, P.E. #52683 • x M DAVIS BEWS DESIGN GROUP 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. C "OD loomZ C� 0 W0 I r c v� N .� L wJr- ��� L L � • 0 0 ""OD = 1 .■. 00 �N J �Qn o�M zQ .601 • • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED VORTEX ENGINEERING, LLC, 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 y PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 DAVIS BEWS DESIGN GROUP 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. 150 STATE STREET EAST OL WAR,FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX WA VW.DAVISSEWS.COM TAMPA • DEl VE - a EST, 1994 pzz--- VORTEX ENGINEERING, LLC, 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 y PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 1 loomZ C� W0 c C 0 1 M J N • I•�Aw•BI�W 2582 14 TITLE MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS I It, /All 1'-411 1 W-411 REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES .0 :uj u Via. Z .. V MAIN FLOOR PLAN DIMENSIONS GARAGE x ro w DAVIS BEWS DESIGN GROVP C N� r N� rA � � LCl W `r NMM mLLW r- C 0 61 ... ° p 0 < It, /All 1'-411 1 W-411 REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES .0 :uj u Via. Z .. V MAIN FLOOR PLAN DIMENSIONS GARAGE • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED ■.�IIIIAI.�IIWI� 0 ,.�_j 62 No,III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ]HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO 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 (.n uj c C 0 00 J cy x ro w DAVIS BEWS DESIGN GROVP C N� 0 N� rA � � W `r NMM mLLW in `• C 0 =Q00 ... ° p 0 < .c Z8 �M T � �No1i • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED ■.�IIIIAI.�IIWI� 0 ,.�_j 62 No,III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 ]HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO 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 (.n uj c C 0 00 J cy 1111 2582 • 0 TITLE • MAIN FLOOR PLAN DIMENSIONS 2A2 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST a1,nsMnR, rtioRron 34677 813. TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE,NVER EST. 1994 � �.- 1111 2582 • 0 TITLE • MAIN FLOOR PLAN DIMENSIONS 2A2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). 1'-011 R/5 TYPICAL WOOD FRAME i CONNECTORS AT BASE. WINDOW SCHEDULE – PROVIDE (3) 2x8 STUDS W/ (U 51MP50N HTT4 42" H. WINDOW WIDTHS �t HD. AT T-8" – PROVIDE 2 -PLY OF' x 12" LVL BEAM NAILED � 2011 241' 36" 4811 JACK-5TUD5 AT EACH END WITH (2) SIMPSON LOW WALL CONTINUOUS WINDOW CALL -OUTS �,o (2)1-6x6-8 d J ,= jL EACH END WITH lU 6IMP50N LSTAI2 STRAP. GRASPABLE •. I g1.�ll 4J = co F.C. 2018 F.G. 3018 F.G. 4018 F.C. W20111818 6�6� �N 24" 1820 RG. 2020 F.C. 3020 F.C. 4020 F.C. _ W J G U) 0. BATH 2 0 36" /OPEN 1830 5H 2030 5H 3030 5H 4030 5H TEMP. GL. ENCL. TO BELOW ON 42" H. LOW WALL 7 Z 4811 0 1840 5H 2040 SH 3040 5H 4040 5H 7,� ENCL. Z W 1r- rIle .J 6011 1850 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H �c C.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, Lu VALVE WINDOW 51,ZE5 AND INSTALLATION MAY VARY PER FLUSH FRAME 3050 F.G. MANUFACTURER AND 5PECIFICATION6. z LL.L REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW TO FURRING HD. AT T-8" U5ED (51NGLE HUNG -SH, CASEMENT- CSMT, OR FIXED t5H GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). 1'-011 R/5 – PROVIDE (3) 2x4 STUDS W/ (1) 51MP60N HTT4 i CONNECTORS AT BASE. 3050 5H. – PROVIDE (3) 2x8 STUDS W/ (U 51MP50N HTT4 42" H. CONNECTORS AT BASE. �t HD. AT T-8" – PROVIDE 2 -PLY OF' x 12" LVL BEAM NAILED � TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE �N} JACK-5TUD5 AT EACH END WITH (2) SIMPSON LOW WALL CONTINUOUS 10 – PROVIDE 2 -PLY 2x12 NO, 2 5YP BEAM W/ 1/2" OSB �,o (2)1-6x6-8 d J ,= jL :f �Q� ciLu PROVIDE PAN AND DRAIN 24" H. A/C UNDER A.N.U. PLATFORM R/SFF— W.C. \4:z: GLG. I BATH 3 1 3050 5H, HD. AT T-811 * EGRE55 ----------r- I I G.G. VERIFY MEDICINE CABINETS W/ BEVELED EDGES AT ALL BATHS REFER TO SHEET 2152 FOR UPPER FLOOR PLAN DIMENSIONS — — w5 — — — J cLG. BEDROOM, 4 i 13 –6 x11'-0' SECOND SUITE 9'-0" FLAT CLG. 15'—o"x14'-8" 91 ml1 9'-0 FLAT CLC, I Iuw �----- _ _-------------- _ _� 42" H. CLC. PROVIDE `RAILING PAN AND DRAIN 2-6x6.8 UNDER A.H.U. 5-0x6-8 12-6x6-8 BI -PASS u' I No. 2 R/6-- — 2-4x6-8 R/S 42" H. 24" H. A/C %_ .'X' tFIA/C 91 �11 RAILING PLATFORM 91_011 GLG. CLG. LOFT 11'-0"x14'-4" 9'-0" FLAT CLG ti../ iv 2 - 3050 51-1I. HD. AT T-811 2x 2x4 FRAME FRAME WALL WALL i v BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. a m � I w I I --- FLOOR STRUCTURAL LEGEND R/5 – PROVIDE (3) 2x4 STUDS W/ (1) 51MP60N HTT4 i CONNECTORS AT BASE. ® – PROVIDE (3) 2x8 STUDS W/ (U 51MP50N HTT4 42" H. CONNECTORS AT BASE. – PROVIDE 2 -PLY OF' x 12" LVL BEAM NAILED � TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE �N} JACK-5TUD5 AT EACH END WITH (2) SIMPSON LOW WALL CONTINUOUS 10 – PROVIDE 2 -PLY 2x12 NO, 2 5YP BEAM W/ 1/2" OSB �,o (2)1-6x6-8 d J ,= jL EACH END WITH lU 6IMP50N LSTAI2 STRAP. GRASPABLE •. I g1.�ll 4J = co RAILING 1000 GLG, 6�6� �N CPT. TILE } W G U) 0. BATH 2 /OPEN �- — R/5 9'--0" FLAT CLG TEMP. GL. ENCL. TO BELOW ON 42" H. LOW WALL 7 8 TEMP. GL. �l `O 7,� ENCL. W 1r- rIle .J Y II'��11 CLG.177 VALVE 3050 F.G. FLUSH FRAME 3050 F.G. LL.L Hp. AT T-8" TO FURRING HD. AT T-8" t5H A5V. 2ND F.F. BELOW A15V. 2ND F.F. W.C. ER 1' 0" f\_0 2x4 Jill 2x FRAME WALL FRAME WALL BI -PASS u' I No. 2 R/6-- — 2-4x6-8 R/S 42" H. 24" H. A/C %_ .'X' tFIA/C 91 �11 RAILING PLATFORM 91_011 GLG. CLG. LOFT 11'-0"x14'-4" 9'-0" FLAT CLG ti../ iv 2 - 3050 51-1I. HD. AT T-811 2x 2x4 FRAME FRAME WALL WALL i v BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. a m � I w I I --- FLOOR STRUCTURAL LEGEND ffUFFER – PROVIDE (3) 2x4 STUDS W/ (1) 51MP60N HTT4 x (a CONNECTORS AT BASE. ® – PROVIDE (3) 2x8 STUDS W/ (U 51MP50N HTT4 Nco CONNECTORS AT BASE. – PROVIDE 2 -PLY OF' x 12" LVL BEAM NAILED � TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE �N} JACK-5TUD5 AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. 10 – PROVIDE 2 -PLY 2x12 NO, 2 5YP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT d J ,= jL EACH END WITH lU 6IMP50N LSTAI2 STRAP. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6'"2 5YP W/ 1/2" 05B FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2,5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 64" FOR 1 -DAYS AFTER GROUTING, STRUCTURAL NOTES • ALL LVL'5 TO BE Fb=2950 PSI MIN. 0 ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. 0 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 3D, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50YE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 6TH EDITION (2011) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PERE.B.CR, - 6TH EDITION (2011) R3122 l /1■IRr11 • JOB NUMBER 28002, • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED F[Fl- x (a DAVIS BEWS DESIGN GROVP C Nco � �N} Y/ chi co rrrr d J ,= jL `L •. 00 = co 1000 �N Z<— W G U) /1■IRr11 • JOB NUMBER 28002, • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED .,� Q w Z a q 1111111 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 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 MINN Nr Z W0 O (1) C) cem rtloo 0 C) cy") 0 00 O -u 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS UPPER FLOOR PLAN NOTES S14EE' SCALE: 1/4" 1'-0" GARAGE LEFT - DAVIS BEWS DESIGN GROVP 154 STATE STREEC EAST OLC)SMAR, FLORJDA 39677 813 . 92S .1300 TEL 813 . 97S .1800 FAX W W W.DAVISBEWS.GOM TAMPA •DENVER �=.�a EST. 1994 �--Q¢.- .,� Q w Z a q 1111111 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 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 MINN Nr Z W0 O (1) C) cem rtloo 0 C) cy") 0 00 O -u 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS UPPER FLOOR PLAN NOTES S14EE' SCALE: 1/4" 1'-0" GARAGE LEFT - 1 NOTE: ROOF LINES CHANCE W1 ALT. ELEVATION5, REFER TO ROOF PLAN5 ON SHEETS 313, 3C, 3D, 3E, AND 3F FOR CORRE5PONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT `1.` •,• ser•• \•% r�r A /y� a• ♦• � r ♦ z � a �, : d , •x Q • zto ane 11.I I C� +fA • � tie. r♦ vJ 4r C "op NOTE: ROOF LINES CHANCE W1 ALT. ELEVATION5, REFER TO ROOF PLAN5 ON SHEETS 313, 3C, 3D, 3E, AND 3F FOR CORRE5PONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT nrnowrw•Iwwew•�rr JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04--02-18 REMISED • DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>EIVVER. -a EST. 1994 x Lu w C "op 0 �w VJ c�i�M cLL� 6 � '• 00 OD ..�2.OM Ew 0) Q n c<0 Z <LOLLoa T 4J $i nrnowrw•Iwwew•�rr JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04--02-18 REMISED VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY IIIIIIIIIIIIII. Z c C:)O J 2582 , • TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>EIVVER. -a EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY IIIIIIIIIIIIII. Z c C:)O J 2582 , • TITLE • UPPER FLOOR PLAN DIMENSIONS b - UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1603 SQ, FT. / 300 = 5.34 SQ. FT. X 144 = 769 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 384.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 384.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. i oc 6:12 I I L I �1 I1 ___—_.---.....—T__—___ I I i -------------------- I LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ, FT. I 6:12 6:12 ---------`- X 144 = 254 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I I HALF AT LOW SOFFIT / EAVE VENTS = 126.96 SQ. IN. I 4f ya I ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN, I I I I I I I � I I TYR Y ----------- --------------------------- I I eJ/ TYR OVERHANG AT HIP (UN.0.1 I I I I 1 I I I I I I I i I I I � I 6:12 6:12 I I I I I i OVERHANG ROOF PLAN, AT HIP AA l U.N.O. - SCALE: 1/8" - 1'-OII 12 a6 IQ 612 LSNINGLE 12 ROOF? a 6 NT. PLT. NT. - - - PLT. - - zSTUGCO j j FIN15H 7 2 N F.F. LINE SECOND FF. LINE SECOND F.F. LINE $I1 L/55HINGLLE��o SECOND FF. LINE 5EC0 D _ - - T.OM. T.O.M. – - - j� %� ZTEXTUREID -TEXTURED�-T XTURED -TEXTURED = a7 � E Q a, FIN15H 7 FIN15H 7 �o FINISH 7 FINISH 7 ; �l �l �l MAIN F.F. LINE MAIN FF. LINE _ _ _ _ - - - - - - - - - - - - -GRADE LINE GRADE LINE )ASSUMED) (ASSUMED) LEFT ELEVATION, 50ALE: 1/8" = l'-011 CONC: LINTEL WINDOW FALL. PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 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 M.C.R. - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R. - 6TH EDITION (2011) 83122 EGRE55 NOTE: 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 OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 11/2" THICK 5AND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H �V TEXTURED BANDING J5 3/4" THICK NOTE: TH15 DETAIL SNOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R 6TH EDITION (2011) R103.1.1 AND ASTM C 1063, THICKNE55 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 d- cT SCALE: 3" -- 1'-0" 12 �6 GIRDER TRI55 - 612 fo �-SHINGLE ROOFF� _ PLT. WT. PLT. Hr._ /STUCCOSTUCCO FINISH * TEIMP. r FINISH _ SECOND FF. LINESECOND F.F. LINE T.O.M. _ TEXTURED TEXTURED LFINISH F FIN15H MAIN FF. LINE MAIN FF. LINE , GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION. 5CALE:,1/8" - I'-011 GIRDER TRU55 SECTION AA SCALE: 1/8" - 1411 Q6 GIRDER TRU55 GRADE LINE f 4" [54NL)Mi (ASSUMED) DOOR SURROUND NOTE: ALL BANDING 15 TO BE RAISED SAND FINISH FRONT ELEVATION - SCALE; 1/4" - 11-011 12 L �6 PLT. HT, I PAUL D. KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P. E. #83217 4" BANDING 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 (TYP.) C 11.4" W. x 54" H. DECORATIVE 0 FIXED 5HUTTER5 4" BANDING (TYR) H♦ SECOND F.F. LINE L T.O.M. - 8" BANDING O - 4" BANDING -TEXTURED 0 0 FIN15H 6' MAIN FF. LINE -GRADE LINE (A55UMED) SHINGLE 612 SHINGLE ROOF ROOF PLT. HT. _ _ - - - PLT. HT- LSTUCCO m FIN15H «, STUCCO �' 12 SHINGLE r- FINISH 7 ROOF 6� 2,110 SOIL£ 12 81 SECOND F.F. LINE SECOND F.F. LINE /l SECOND FF. LINE SECOND F.F. LINE _ R 6I - -- — - �,- /TEXTUREID TEXTURED , a, FIN15iFINISH 7ZIP MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE77" GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION GARAGE LEFT .1rr.r JOB NUMBER 28002 CAD FILE NAME LOT 283 78 ISSUED 04-02-18 REVISED I PAUL D. KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P. E. #83217 x 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 150 STATE STREET EAST OLL&VWL,17.ORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7ENVEI-' C Cl 00 WW 0 V T H♦ c�ll�M L LL It O 0) cc < 0 0 rim 00 �N J <r; O Z � T }� U) .1rr.r JOB NUMBER 28002 CAD FILE NAME LOT 283 78 ISSUED 04-02-18 REVISED rig �,IIn VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CoA 28035 -N I PAUL D. KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P. E. #83217 DAVIS BEWS DESIGN GROVP 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 150 STATE STREET EAST OLL&VWL,17.ORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • L7ENVEI-' EST. 1994 �- rig �,IIn VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CoA 28035 -N I 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 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V J O 1-- rC J O 10 2582 , TITLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS 01 .- iiiiiiiiiiiiiiia rrwruunr.r r�rrrlrrrrl • SHEET • F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN �n 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 gk BRG. HGT. JM. DRIP EDGE FASCIA JTED ALUM. SOFFIT _ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A SEE NOTE #2 1 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE ( 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING � PER BUILDER -7 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 w FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�s� WEATHER RESISTIVE BARRIER SILL PLATE �<G� (SEE DETAIL B �EP� 0 O FOR OPTIONS) PQ' --CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 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 FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER � r r r WEATHER r r r EXTERIOR RESISTIVE r SHEATHING BARRIER r TAPE / SILL PLATE 2 r (ASSEMBLED ir WINDOW) FLASHING 2LASHING r FLASHING DO NOT FLASH r OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING_ 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 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS N.T5. JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REMISED ol • • x R DAVIS BEWS DESIGN GROW 0 0 EST. 1994 - J, 0 JcoNF) m N YI0,500)h am N Qj r N L O LL 0C 0LD ... `oma ro00 E Y cm cm 41 � fp °o z 00 JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REMISED ol .��rrrrr�r�rr • TITLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1.300 TEL 813. 925.1800 FAX W W W.DAVISBEWSC0M TAMPA • DE1V VER EST. 1994 - .��rrrrr�r�rr • TITLE • FLASHING DETAILS • SHEET • 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 WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING 6 DIVERTER FLASHING 6 DRIP EDGE FASCIA 9 SELF -ADHERED FLASHING NAILING FLANGE WEATHER RESISTIVE WINDOW UNIT BARRIER DOOR ROUGH OPENING SLOPE 0.3 in :12.0 in WOOD FRAME 3/4'A" BE OF CONSTR. (0.6 cm :30.5 cm) CELE -AD ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING SELF -ADHERED FLASHING BY THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR LAPPING DOWN ",wl „ OR EQUAL WEATHER PROOF tll OVER RIM JOIST AND wrr„ CAULKING CEMT. FIN. UP WALL BY 6 IN. SELF -ADHERED FLASHING BUILDING PAPER SEAL TOPS OF , ``z � I��, 'r�ll� ar 1 � � WIRE LATH JOISTS UNDER SUBFLOOR DECKING (SEE DETAIL WP07) RIM JOIST C 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 TONEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OFFLASHING JAMB &HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING ,Itis LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, �` a (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING O SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER CONT. GALV. "L" FLASHING PER TEXTURED, PAID'" MANUFACTURES EXTER, WALL FII SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP I BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH syr HOLD EXTERIOR 1, A; ° FINISH 2" ABOVE :�" e` A ell V,„` ell 21, j�rx� :� � e� n ROOF ol O.F•. c` a'` ;` ;` ;` : FLASHING A ell ell 211:11 I'll ell V'A el ell CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6” ABOVE FLASHING — 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ T,4 \ 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 RGOF DEG METAL DRIP EDGE TI BEUNDER UNDERLAYMENT AT ROOF EAVES STS? °�ti�Cs �q� syq Rpo� ved- O �A�M�N� \ LPp TYPICAL ROOF TO lqR do Ro 2 uN°°� \ AEN° WALL FLASHING DETAIL ���r��o ytNGpUR4 NG°VRSE 3Rp G°JRS� �RS� \ GpgE 2Np g'T GG i RAKE METAL DRIP EDGE 22 2s TO BE OVER 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS / COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE —' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN—, , ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST !AM BELOW SELF -ADHERED FI 7 *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST J M. - SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" 0,S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH 1DHERED FLASHING THESE DETAILS AREG AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. �I•II�IIIII•M� JOB NUMBER 127002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED K DAVIS BEWS DESIGN GROVP C r 0 J,�o a EST. 1994 O JMD.�, 0 r/ N Lm >O�M Lo • 0 0 o OJ Co LL �N L J � m 0oCld� z co 0 �I•II�IIIII•M� JOB NUMBER 127002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED IAlllll�l� • • • • • TI TLE • FLASHING DETAILS II F L2 II DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813, 925. 1300 TEL 813 , 925. 1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER. a EST. 1994 IAlllll�l� • • • • • TI TLE • FLASHING DETAILS II F L2 II L CTfRICAL <r="'� 0 DUPLEX CONVENIENCE OUTLET 14 FOUR-WAY SWITCH $ D DIMMER SWITCH } CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) Qi CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s c SMOKE / CARBON MONO. COMBO DETECTOR (AIC -FAULT) b TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER A- ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEILING FAN <\ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF,(.) 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, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F055IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. :o• \0'1 OWNER'S SUITE ROUGH -IN \ FOR OPT. FANLIGHT SD -UP OWNER'S BATH �- I --J W.P. 0 CM D I GF.I. \ AALS -MOUNT i11 LANAI WFN 5TD. LIGHT < OPT. \ OPT. FAN GATHERING ROOM I WALL SCONCE WALL SCONCE PRE -(VIRE i PRE -WIRE L---------- MAIN DISCONNECT METER Comw - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY W.P. / I ° LIGHT ol� w / I UP TO FAN/ LIGHT I f I i <STUDY ROUGH -IN FOR OPT. -DIRECT VENT DRYER THRU EXT. WALL z0 V. LAUN. Ga I GF.I. I I I I "ON -Q° I - -J PANEL HORIX. MAKE-UP LIGHT i O� I HALF BATH PORCH I J FANLIGHT 0 \ I I PENDANT AT 48" L GHT H (VERIFY GFJ. AT 48" — — — — - s LOCATION) I i — — — — cM CH \FOYER / GGD.O EEN FUSU��OR I \ SD \ � / G.C. VERIFY 1 ROUGH -IN �/> \ x. I KEYLESS PAD FOR FOR OPT. l" I ( \ ; 4 I GARAGE DOOR FANLIGHT </ \ — I AT 32" \ GF.I. DINING �1 KITCHEN PENDANT I i / ` ;0' (�; IGF.(. A 2 CAR GARAGE PENDANT — G.C. VERIFY: LOCATION I I I OF DISPOSAL GF.I. (VERIFY u OUTLET IS UNDER SINK LOCATION) `� I i - CABINET O ; -✓ r , �OF WINDOWS �- PENDANT I i 'O Q QI L — — — — — — — —- GF.I. ELEC. GF.I. — o — — — PANEL 200 AMP AT4811 HCOACH LIGHT MICROWAVE VENT HOOD AND GC. VERIFY CUTLET +14 MICRO TO EXTERIOR UNDER AND ABOVE W.P. GF.I. FOR CABINET LIGHTING TU5. SERVICE 4/0 ALU. CABLE DUPLEX OUTLET ABOVE COUNTER FLOOD LT5. (2) A/C DISCONN. R .F-9 WEATHERPROOF DUPLEX OUTLET PRE -WIRE Ff .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET r — — — -� — — — 14 AND "12 COPPER TO INSIDE HALF -SWITCHED DUPLEX OUTLET LIGHTS AND OUTLETS PANEL MO COPPER TO SPECIAL PURPOSE OUTLET 5m WATER NEATER N DUPLEX OUTLET IN FLOOR 04 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO 5E BONDED TO FOOTING STEEL L ---J L ---J 0 0 220 VOLT OUTLET .** 0 M �n N WALL SWITCH 13 THREE-WAY SWITCH W.P. zQ, GF.I. • 14 FOUR-WAY SWITCH $ D DIMMER SWITCH } CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) Qi CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s c SMOKE / CARBON MONO. COMBO DETECTOR (AIC -FAULT) b TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER A- ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEILING FAN <\ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF,(.) 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, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F055IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. :o• \0'1 OWNER'S SUITE ROUGH -IN \ FOR OPT. FANLIGHT SD -UP OWNER'S BATH �- I --J W.P. 0 CM D I GF.I. \ AALS -MOUNT i11 LANAI WFN 5TD. LIGHT < OPT. \ OPT. FAN GATHERING ROOM I WALL SCONCE WALL SCONCE PRE -(VIRE i PRE -WIRE L---------- MAIN DISCONNECT METER Comw - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY W.P. / I ° LIGHT ol� w / I UP TO FAN/ LIGHT I f I i <STUDY ROUGH -IN FOR OPT. -DIRECT VENT DRYER THRU EXT. WALL z0 V. LAUN. Ga I GF.I. I I I I "ON -Q° I - -J PANEL HORIX. MAKE-UP LIGHT i O� I HALF BATH PORCH I J FANLIGHT 0 \ I I PENDANT AT 48" L GHT H (VERIFY GFJ. AT 48" — — — — - s LOCATION) I i — — — — cM CH \FOYER / GGD.O EEN FUSU��OR I \ SD \ � / G.C. VERIFY 1 ROUGH -IN �/> \ x. I KEYLESS PAD FOR FOR OPT. l" I ( \ ; 4 I GARAGE DOOR FANLIGHT </ \ — I AT 32" \ GF.I. DINING �1 KITCHEN PENDANT I i / ` ;0' (�; IGF.(. A 2 CAR GARAGE PENDANT — G.C. VERIFY: LOCATION I I I OF DISPOSAL GF.I. (VERIFY u OUTLET IS UNDER SINK LOCATION) `� I i - CABINET O ; -✓ r , �OF WINDOWS �- PENDANT I i 'O Q QI L — — — — — — — —- GF.I. ELEC. GF.I. — o — — — PANEL 200 AMP AT4811 HCOACH LIGHT MICROWAVE VENT HOOD AND GC. VERIFY CUTLET +14 MICRO TO EXTERIOR UNDER AND ABOVE W.P. GF.I. FOR CABINET LIGHTING TU5. SERVICE 4/0 ALU. CABLE • • A/C 4 6b DAVIS BEWS DESIGN GROVP Z DISC. TYP. O 14 AND "12 COPPER TO INSIDE oC LIGHTS AND OUTLETS PANEL MO COPPER TO O 5m WATER NEATER N 08 COPPER TO RANGE 04 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO 5E BONDED TO FOOTING STEEL 'Q• ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY IN APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY DEDICATED OUTLET LOCATION GC. VERIFY ADDITIONAL DUPLEX OUTLET LOCATION G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED • • x ro w 4 6b DAVIS BEWS DESIGN GROVP Z 150 STATE STR.P..ET EAST WYMM, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W WnAVI5BEW&COM TAMPA • IGEN\ ER. EST. 1994 �- O � � oC m p� 0 O 5m 10� N J ,= rn LL W M 00C****j J L 'Q• 0 0 =r°° .** 0 M �n N zQ, 10 00) • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED 2582 , • TI TLE • MAIN FLOOR ELEC. PLAN • SHEET • 0 4 6b DAVIS BEWS DESIGN GROVP Z 150 STATE STR.P..ET EAST WYMM, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W WnAVI5BEW&COM TAMPA • IGEN\ ER. EST. 1994 �- 2582 , • TI TLE • MAIN FLOOR ELEC. PLAN • SHEET • 0 � Z O � � oC m p� 0 O 5m z O M 00C****j J OO H 2582 , • TI TLE • MAIN FLOOR ELEC. PLAN • SHEET • LECTfRICAL <E"� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ow.P. WEATHERPROOF DUPLEX OUTLET .F.�. 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 i0 RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST PAN EXHAUST FAN/I-IGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR sa SMOKE DETECTOR (ARC -FAULT) sa SMOKE / CARBON MONO. COM50 DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT [M ELECTRIC METER .m ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c(� ROUGH -IN FOR OPT. CEILING FAN � J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING PAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.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.. J411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EOIIPPED 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, RNROOMS, nCREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL nQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-DURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REWSED K ro �^ NOD � O 0co Nh d ,� �/� Y/ 04 0 ;+J; " • 0 p =pro � �Om �N ydti z< �M Lo0 • JOB NUMBER 28002 • CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REWSED 0 z O O C) rv"O O 5 M O � J N } JallDAMS SEWS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, Fl.ORIDA 34677 813. 925.1300 TEL 813. 925. 1800 2582 , • TI TLE • UPPER FLOOR ELEC. PLAN4B • SHEET • FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 - 0 z O O C) rv"O O 5 M O � J N } JallDAMS SEWS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, Fl.ORIDA 34677 813. 925.1300 TEL 813. 925. 1800 2582 , • TI TLE • UPPER FLOOR ELEC. PLAN4B • SHEET • I 4I41I _ 1/ 151 -all FLOOR TRUSSES ROOF TRUSSES_ FRAMING FAFENER GAPAGT� LEGEND Ol 51MP5ON MT5MI6, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. @ 5MP5ON NICD (8) Sd X 11/2" (TYP. 5YP FRAME) FRAME TO MASONRY LEDGER A (LA) - 5IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MA50NRY) 13 6IMP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE ALL-AROUND) O 51MR50N M5TAM24 - (9) l0d w/ (5)1/4" x 21/4" TITEN (TYP. 14 5IMP50N L5TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MA50NRY) ® 5IMP50N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 15 5IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O5IMP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 51MP80N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) 66 5IMP50N HTT4 - (I) 5/6" dia. A.B. + I8 -16d BOLT IN 6IMP60N 5ET ® 17 (2) 5IMP50N MT518 - (14)10d 11/2" AT EA. 5TRAP (TYP, 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK 5ET, (TYP. 5YP FRAME TO MA50NRY) 18 (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. 5TRAP (TYP. 5YP FRAME 6IMP50N MGT - (1) 5/8 DIA. ATR + 22-106. EMBED ATR 12" (MIN) INTO O TO FRAME) MA50NRY K,O. BLOCK 5ET IN 5IMP50N 5ET EPDXY. (TYP 2 -PLY TRU56 HEEL TO MA50NRY (39650) 19 5IMP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 5IMP50N MGT - (U 5/8 DIA, x 611 ATR + 22-10d EMBED ATR 5 5/8" 2 (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. 5TRAP (TYP. 5.Y.P. FRAME (MIN) INTO MA50NRY K0: BLOCK 5ET IN 5IMP50N 5ET EPDXY. TO FRAME) 6IMP50N M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d ® 21 (4) 5IMP50N HT520 - (24)10d 11/2" AT EA. 5TRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) /16IMP50N LGT3-6D5 2.5 (12) -5D8114" x 2" INTO GIRDER AND (4) 3/8" 22 5EE GABLE END DETAIL - ENGINEER DETAIL PAGE5 x 5" TITEN5 INTO WALL WITH MGT A5 DE5CRIBED IN CONNECTION 1 (TYP. FOR 3 -PLY TRU55 HEEL MA50NRY) 23 5EE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES 9 IMP50N HTT5 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 51MP6ON 5ET PDXY. EMBED AB. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 5IMP50N HT6MI6 - (5)10d w/ (4)1/4x21/4 TITEN (TYP. 5YP FRAME TO MA50NRY K.O. BLOCK 5ET, (TYP. 5YP FRAME TO MA50NRY) G.M.U. ALL-AROUND) 10 5IMP50N HGT-2 (2 ply member) -(2)3/411 DIA. A.B. + 16-10d EMBED A.B. 25 5IMP50N M5TCM40 W/ (14)-16d 51NKER5 AND (10) J" x 21" TITEN INTO MA50NRY K.O. BLOCK 12" (MIN) 5ET BOLTS IN 6IMP50N 5ET SCREWS EPDXY. (TYP S.Y.P. FRAME TO MA50NRY) 26 5IMP50N M5TCM60 W/ (26)-16d 5INKER5 AND (14) 41" x 2 �` TITEN 11 5IMP5ON HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED 6CREW5 A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) 5ET BOLT5 IN 5IMP50N 5ET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) NOT 5: I. TRU55E5 ARE SHOWN A5 PROVIDED BY THE MFGR, CONTRACTOR 5HALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CON5TRUCTION ALTERNATE 5TRAPPING: MAYBE U5E1) IF 5TRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING L15TED. 2. CAPACITIE5 ARE A5 PER 5IMP50N 5TRONG-TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. 5EE MANUF. FOR OFFICIAL CAPACITIE5 AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLU5TRATION PURP05E5 ONLY. TRU55 MANUFACTURER TO PROVIDE 5EPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND 5EALED BY A FLORIDA REGISTERED PROFE55IONAL ENGINEER. TRU55 DE3I N NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S N6TRUCTION5 MAY BE FOUND ON SHEET N-1 AND 5HALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERUISE: 1: ALL ONE 5TORY MA50NRY TO TRU55 CONNECTION5 TO BE 5IMP50N META20 (AT EACH TRU�U/(1)10d x 1-1/2" (UNO,) 2: ALL TWO�5TO YY MA50NRY TO TRU55 CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C, WAX.) W 10d x 1-1/2" 0*5EE STRUCTURAL 5HEET5 FOR ADDITIONAL STRAPPING REQUIRED$#) (UN.O.) 3. ALL FRAME TO TRU55 CONNECTION5 TO BE 5IMP50N HIDA W/ (18) 10d x 1-1/2" OR 5IMP50N HT520 W/ (24) l0d x l-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTION5 A 5IMP50N M5TCM60 MAY BE 5U55TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 5PECIFICATION6 FOR FULL CAPACITY NOTE: AT LEDGERS C OR D. HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT R135PECTIVELY U.N.O. M INCLUDED ELEVATION W/ SECOND SUITE TRUSS STRAPPING PLANS GARAGE LEFT SFECIPICATION FOR LEDGERS FFFi x ro (TWE FOLLOWING= SHALL APPLY U.N.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 11`x. •`.�� AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE N� O SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (roll O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE 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, NAILING (TYP. UNO). NOTE: THI5 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL, A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 66 SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" AB AT 12" O.C.STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT .0M 0) TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) 8IMP50N 5D525600 SCREWS AT EA. STUD (16" O.G. MAXJ W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER o�M CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W1 5/811 DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING N OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 2411 O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM 5UPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMP50N SD525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HT51(o AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D. HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT R135PECTIVELY U.N.O. M INCLUDED ELEVATION W/ SECOND SUITE TRUSS STRAPPING PLANS GARAGE LEFT JOB NUMBER 28002 CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED FFFi x ro P' ` LL C NM CO 11`x. •`.�� ��Allllll��� N� O 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, dJr ��Q TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 66 CQOD H Q .0M 0) 3�E QT o�M 0 cy") J N JOB NUMBER 28002 CAD FILE NAME LOT 283 TB ISSUED 04-02-18 REVISED •Irll•w.l1alll�•�I 2582 • TI TLE • TRUSS STRAPPING PLAN 0 �u�Ir.orwlw.l�•I • SHEET • TR -�c b JJ i •....... `�/�/ dpi,. P' ` LL z U) p 11`x. •`.�� ��Allllll��� r,16111 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 MANUFE 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 Q O ne 0 cy") J N •Irll•w.l1alll�•�I 2582 • TI TLE • TRUSS STRAPPING PLAN 0 �u�Ir.orwlw.l�•I • SHEET • TR GENERAL NOTES CEILING GOMPONENTS AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 115" STUCCO OVER 7/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL) A5 PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL 5E VERIFIED 5Y TRU55 MANUFACTURER, TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTION5 FOR PRODUCTS 5PEGIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS SEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RE5PON5151LITY OF THE TRU55 MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS 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'5 COMPONENTS a THIS TIME RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW, CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RE5PON515LE FOR INSURING INFORMATION REQUESTED A50VE HAS SEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ,ALL PRE-ENGINEERED TRUSSES TO 5E DESIGNED USING THE MOST RECENT TP1 CRITERIA. TRU55E5 TO 5E HANDLED & INSTALLED USING M05T RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T REGENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 16 RE5PON515LE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO 5EDESIGNED FOR 50TH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT 5A5ED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SU5JECT TO MODIFICATION 5A5ED ON REVIEW LETTER. • TRU55 CONNECTIONS 5PEGIFIED 5Y THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET, PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE-5TRE56ED CONCRETE COMPONENTS 15 ANTICIPATED IN TH15 DESIGN, NAMELY LINTEL5 AND WIND RESISTANT &ILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS 5HALL 5E INSTALLED PER MANUFACTURER'5 SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED 545ED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TGRETE. USE OF CA5TGRETE LINTEL5 AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 16 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR; AS PROJECT COORDINATOR, 5HALL 5E RESPON8I5LE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS SEEN INSTALLED PER MANUFACTURER'S 8PEGIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 8 CLADDING PRE&SURES REQUIRED 5Y THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT. REVIEWED THIS INFORMATION FOR APPLIGA5ILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 6 TRIM: • ALL WALLS d KNEE WALLS SURROUNDING STAIRWELLS ARE TO 5E FRAMED e 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOADS REQUIRED 5Y CODE FOR FALL PROTECTION. THE FOLLOWING&UGGE&TED ATTACHMENTS ARE INTENDED TO PROVIDE A SASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" 15 NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR 6Y5TEM 5ELOW 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 "515TER" ALONGSIDE THE FLOOR TRU66/J015T/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 TRUSS HAS A VERTICAL WEB COMPONENT AT THE 11515TERED" LOCATION ((o) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR SYSTEM 5ELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE 50TTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON 5D525(OO SCREQ WS AT V" 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/fro" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT 5ELOW, NAILED PER THE WALL NAILING PATTERN (5HEATHING 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 SPI CONNECTOR5 AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 516TERED TO THE FULL HEIGHT STUD AND SHALL 5E NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOU5LE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL AL50 APPLY AT ALL CHANGE5 OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALL6 THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL &HALL 5E ATTACHED TO 50TH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RE515TIVITY FOR THESE LOADS, IT 16 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 8 2 STORY HOMES W/O HABITABLE ROOM A50VE GARAGE: ALL FRAME GARAGE WALLS 8 CEILINGS TO BE 1/2" DRYWALL. • 2 &TO Y HOMES W/ HA ITA OOM A50VF= GFARAGE; ALL GARAGE CEILING TO BE 5/S" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST 5E EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 8 LANAI CEILINGS TO BE I/S" STUCCO OVER 15/32" 055, ROOFING 8 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • 8904.5.1 NAILS: •• NAILS SHALL 5ECORRO5ION -RE515TANT NALI& CONFORMING TO 45TM F1661 OR AN EQUAL CORRO51ON RE615TANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER 5UITA5LE CORROSION RE518TANT MATERIAL, OR CORROSION RE516TANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TAS114, APPENDIX E. • 5HINGLE UNDEIRLAYMENT: MIN, 30# FELT (OR PEAL 8 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 8 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE: SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO 5E DONE AL ALL ROOF TO WALL CONNECTIONS. 5RIGK R STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 8 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE (o"X(o"X3/8" 5TEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ,ANCHORS 6 24 O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM, ANGLE SIZE PER B.I.A. e F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 511X5"'X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS e 12" O.G. W/ 4" LAP ONTO 5RIGK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER B.I.A, d F.5.C. CRITERIA, OR BY OTHERS. • 5RIGK/5TONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES 5HALL 5E INSTALLED IN ACCORDANCE WITH THE TM5 402/AGI 530/A5CE 5 AS APDL ICA5LE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, A& SRICK/STONE DESIGN I& 5Y OTHERS. • 5ECOND FLOOR AREA5 NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 8 LIMIT DEFLECTION TO L/6O0 IN THESE AREAS FOR PURPOSES OF 5RIGK SUPPORT. • FOUNDATIONS HAVE SEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO 5RIGK/6TONE. • 5RIGK/6TONE & ITS SUPPORT EXCEPT AS NOTED 15 5Y OTHERS, NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER 5RICK/5TONE CRITERIA 15 BY OTHERS. • THE NOTES A50VE PERTAIN TO CLAY BRICK MASONRY 8 NATURAL STONE. SIMULATED PRODUCTS VENEERS SHALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3, AMERICAN CONCRETE INSTITUTE OF MASONRY 6TRUCTURE5 (TMS 442/ACI 530/A6CE 5), 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONR'r' STRUCTURES (TM5 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS $ OTHER 5TRUCTURES (A5CE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF 5TRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55E5 BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7, NATIONAL DESIGN 5PECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD 455OCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD -1 PSF FOR 5HINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 P5F HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'S RE5PON8If5ILITY TO DIRECT THE TRU55 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU55E5 WHERE ANTICIPATED FIN15H MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'5 RE6F)ON615ILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 A5 PER 2.4.1, STANDARD CEILING FINISH 16 5/8" OR LESS 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 PRESSURE 15 A56UMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE 501L BEARING PRESSURE OF 2000 P5F, 3.3. IT 15 THE CONTRACTOR'5 8E5PON5151LITY TO VERIFY 501L CAPACITY 4 COMPACTION. 4. CONCRETE: 4,1, OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI 5TANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi i 28 DAYS (U.N.O.). 4.3, REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER A5TM C1116 TYPE 1114.13. USE 0,1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 8 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS 5HALL CONFORM TO ALL REQUIREMENTS OF, "5PECIFICATION FOR MASONRY 6TRUCTURE5 (ACI 530.1/ASCE (o/TM5 602)," PUBLISHED BY THE MA50NRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILL5, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE5TON, VIRGINIA: EXCEPT 45 MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2, GENERAL SPECIFICATION FOR MASONRY 5TRUGTURE6: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRE851VE STRENGTH REQUIREMENT 15 F'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH 15 THE ALLOWABLE 5TRE55 METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE. 5.2.6, GROUT 5HALL COMPLY WITH ASTM C476. GROUT 5HALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 8"-11" 5.3. PRODUCTS: 5.3.L MORTAR MATERIALS 5HALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL 5E 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE-6TRE55ED TENDON5, 4 METAL ACCE55ORIE5 5HALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIG TO BE INSTALLED A5 SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3.6, COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.31. CORR05ION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8, PRE-5TRES5ING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTEL5 TO BE SY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5,4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCE66ORIE5 ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS 45 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATION5 SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MA5ONRY CONTROL JOINTS MAY BE IN5TALLED IN ACCORDANCE WITH E/61, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUM5ER SHALL BE DRESSED 545, B 5HALL GEAR THE GRADE STAMP OF THE MANUFACTURER'S A550C I AT I ON, 6.2. ALL LUMBER 5HALL BE SOUND, 5E,45ONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1 MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRU55 BEARING LOCATION5. UNLE55 NOTED OTHERWISE. 6.3.2, ALL TRUSS BRACING LUMBER SHALL BE 5.Y.P. *12 OR BETTER. 6.3.3, INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED 6 16" O.G. 4 5HALL BE 5.Y.P. OR BETTER, U.N.O. 6.3.4, TYPICAL AT ALL LOAD BEARING 5.Y.P. COMPONENTS, #2 GRADE 5HALL 5E USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY 5E USED. ALL 4x MATERIAL MAY BE *12 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS 5HALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6,3.6. INSTALL BLOCKING IN ALL WALL 5TUD5 OVER V-0 6 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALL5 -a 4'-0 O.C. MIN. 6.3.7, ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 8 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMN5/5TUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATE5 A5 LONG A5 TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRU55/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 5HALL 5E PRE55URE TREATED OR NATURAL DURABLE WOOD, 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA 5ALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-5'71 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6.6. ALL SHEATHING TO BE 51=AN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR 5HEATHING THICKNE55.) FOR ALL 5HEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS A5 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. 51=AN. CONTRACTOR 5HALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'5 WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. 5PAN 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. 5PAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTE CONT._: 6.7 ALL NAILING k BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL 5E GALVANIZED. 6.8 ALL CONNECTION HARDWARE 5HALL BE GALVANIZED 4 SUPPLIED BY SIMP5ON STRONG TIE CO., USP; OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR PRE5CRI5ED 5Y THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BC51 RECOMMENDATIONS 4 SHALL BE UTILIZED A5 THE PERMANENT BRACING FOR THE ROOF SYSTEM 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL 5E CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752 ATTACH TO SLAB WITH 1/2" DIA, x 10 A.B. e 24" O.C, OR TO WOOD FLOOR SYSTEM WITH (2) 51MP50N 5D525600 ia 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING A5 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE 'a 24" O.C. A5 PER DETAIL 'F'/S2. BLOCKING DEFINED (THE FOLLOWING 5HALL APPLYU.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1✓2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A kNALL 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 5TUD5. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT 5HALL 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 TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATN15E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO NEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELON WITHIN THE AREA TAKEN UP BY TRUSS NORK.) FOR TRAN51FERRIN6 UPPER POINT LOADS (I.E. - STUD PACKS) TO LONER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME HOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETNEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING NHICH SUPPORTS THE 5HEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING 5HALL APPLY UND) • ALL 1/2" DIA.A.5. INTO THE TOP OFA MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/5" DIA. A.B. INTO THE SIDE OF FILLED MA50NRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.5. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAvE A MINIMUM EMBEDMENT OF 7. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTE5 ARE SPECIFICALLY FOR ANCHOR 5OLT5 WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. ��! ,wa k j •. 5PECIFICATION I°OR LANDING6 4 5TAIR CONSTRUCTION IN FIELD AND REPORT ANY DISCREPANCIES (THE FOLLOWING 5PALLPLY U.N.O.) (THE FOLLOWING 5HALL APPLY U.N.O.) •°•• ULTIMATE WIND SPEED (Vult) 142 MPH • ALL STRINGERS TO BE 2-2X12 "2 5YP. '.rte % .. THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ALL TRINE ERNi O ATTACH AT LANDINGS FLOOR LEVELS WITH M EG HANGER, RISK CATEGORY II • 5T RINGERR PARALLEL BY WAL5HALL BEa HD i •• e MA50NRY/GONG. WITH 4" DIA X 3" TAPCONS AT S" O.G. 5TAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). INT. PRESSURE COEFF. +/- 0.18 ENCLOSED •• S WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) MAX. MEAN ROOF HEIGHT 27.5' MAX. •• IF STRINGERS ARE SUPPORTED IN TH15 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS REVISIONS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 'FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: COMPONENTS AND CLADDING (ULTIMATE) •• Q CONC, W/ 4" DIA. X 3" TAPCONS e 12" O.C. ADDED 142 MPH SHEETS •• 6 WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.G. TO TRU55/J015T/ OR 5LOCKIING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. ROOF © 10 SQFT + 28.6_/- 117.1 PSF © 20 SQFT +26.5/- 109.1 PSF • LANDINGS SHALL 5E BUILT AS FOLLOWS: (THE ,FOLLOWING 5HALL 41-2FLY U.N.O.) •• JOISTS TO BE 2X8 02 5YP, MIN, 6 16" O.C. CONTRACTOR 15 TO VERIFY ,ALL DIMENSIONS IN THE •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 5YP WITH 2-2X4 5UPPORT 5TUD5 FIELD AND REPORT ANY DISGREPANGIE5 t0 THE ui W W AT EACH END. ENGINEER PRIOR TO 5TARTIN6 ,ANY WORK. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X32" R.5. END NAIL5 AT EACH LANDING JOIST, 4 r�. p n fii�=° "Oaa C'uZ�Uj (2) 0.131 X 3"" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. uui �<zU-i oz N ••••• LED`(4R0.13I WITH:ES TO 5E 2Xa ,ANY GHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, iNITHOUT WRITTEN, SEALED APPROVAL �GW 2wza Y NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.G. MAX. 2 OF VORTEX ENGINEERING, LLC, OR ANY ' •• PSTAGGERED NCRETE ATTACHMENT. 6ONN CONSTRUCTION EXECUTED FROM THESE PLANS •• TH LU526 HANGERS ORE UAL. ATTACH JOISTSTO LEDGERS OR BEAM5 WIMP WITHOUT THE EXPRESS APPROVAL OF VORTEX • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. ENGINEERING, LLC SHALL AUTOMATICALLY RENDER • GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENT5. ALL RAIL 5YSTEM5 MUST MEET OR EXCEED THE VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY T REQUIREMENTS OF FBCR TABLE 8301.5 8 SECTION 8312. LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY CONN_ ICT5 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES (THE FOLLOWING 5PALLPLY U.N.O.) WORK. ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN RETURNED UPON COMPLETION OF THE NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN PLANS, RE5ARDLE55 OF HOW MINOR, RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS EXECUTED FROM THESE PLANS WITHOUT WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, RENDER VORTEX ENGINEERING, LLC. INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. PARTIES IN THE PROJECT. IF BOUND MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER FOR ADDITIONAL CONDITIONS. REVISIONS OF RECORD 15 PROVIDED RELATING TOA NEW CODE UPDATES COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL ADDED 142 MPH SHEETS CONTROL, REVISIONS ADDED 160 MPH SHEETS DK/PK ROOF © 10 SQFT + 28.6_/- 117.1 PSF © 20 SQFT +26.5/- 109.1 PSF DWL,4I1`1ER GEN NOTE REVISED (THE ,FOLLOWING 5HALL 41-2FLY U.N.O.) © 50 SQFT + 22.3/- 99.4 PSF CONTRACTOR 15 TO VERIFY ,ALL DIMENSIONS IN THE © 100 SQFT +20.2/-91.8 PSF FIELD AND REPORT ANY DISGREPANGIE5 t0 THE ui W W - ENGINEER PRIOR TO 5TARTIN6 ,ANY WORK. W W O F W W O Q V y _ Wgz''�n b r�. p n fii�=° "Oaa C'uZ�Uj WALL ©10 SQFT + 49.7 /- 66.7 PSF uui �<zU-i oz N M © 20 SQFT + 46,3/- 62.3 PSF ,ANY GHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, iNITHOUT WRITTEN, SEALED APPROVAL �GW 2wza Y @ 50 SQFT + 44.6 / 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY ' Q 100 SQFT + 42.1 - 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS J © 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX Q wQa= HWzvWia}u W ENGINEERING, LLC SHALL AUTOMATICALLY RENDER x 0m awli °C Ii VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY T GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY O 10' WIDTH + 43.6/--- 48.9 PSF INTERE5TED PARTIE5 IN THE PROJECT. IF BOUND W Z = M v1 M N SPECIFICATIONS ACCOMPANY THESE PLANS, THEY GC Q 00 m 12' WIDTH + 42.9/- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL w N 16'+ WIDTH + 42.01- 47.5 PSF CONDITIONS. J C9z1L '�w Z S M O ci CHART 1S IN "ULTIMATE" PRESSURES. W IJ - Q "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON W g ti Ln CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE5ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLF-55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK ui W W 0= u, wxOvailW7 Aw�� F�0 � W W O F W W O Q V y _ Wgz''�n b r�. p n fii�=° "Oaa C'uZ�Uj w N uui �<zU-i oz N M zZzz �GW 2wza Y wX.WW=WOO L _h Wp.N p ' Z1W � LL J =: wdap w?w Q wQa= HWzvWia}u W x 0m awli °C Ii 0 U p d T um O � 1JI tD V Fes_- Ln W Z = M v1 M N CI: M GC Q 00 m pp �p W H p 00 M w N Z W O 4 00 N O� J C9z1L '�w Z S M O ci uj r"1 U 00 W IJ - Q Q W g ti Ln a Oma Q !Z :©= C� .. I 0 --JI Lu DATE 03 -PS -JB SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Notes Sheet number: N1 142-213 PRE- ENGINEERED WOOD 12 TRUSSES a 24" 0/C '� (TYP.) 5EE ELEV. UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON 5P2 6 EA.STUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X11 FASTENING 5.P.F. TOP PLATE 10" MIN. K.O. CMU BOND BEAM EMBED ACI 5TD. NOOK IN BOND BM. 15 BAR VERTICAL WALL REINF. }: GROUT GELL5 SOLID SEE PLAN FOR LOCATIONS DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLAN OUT T I 9, jq EMBED ACI0'-0" FINISHED FLOOR 5TD, HOOK IN ° FOOTING 2X4 PT STUDS 6 16" O.C. DR CRICKET AS ° FOOTING SEE FOUNDATION (1)2X4 PT STUD a 24" O.G. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER NIP CARRIER/GIRDER TRU55 SIMPSON 5P1 a EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2 DIA.x6" A.B. a 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 a EA,5TUD MOISTURE BARRIER 811X8"X16" K.O. BLOCK W/1 05 CON . 4:`. (1)05 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 P61 GROUT W/ STD, 90° HOOK IN K.O. BLOCK HATCH NG LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF REQUIRED LAP 5PLIGE, EMBEDMENT, & HOOKED REINFORCING STEEL (INCHE5) GRADE 40 GRADE 60 BAR 51ZE BEND DIAMETER LENGTH LAP 5PLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, REGARDLES5 OF HOW MINOR, 1141, J4. IIDII "AII I1p 11 IVT IIDII "3 111/8 41/2 1 U 1°d / .e I e.a 'a.l d °,. d° U I ° °. e / "3.2-1/21 U 0 4 2-1/2 6 91/2 20 3" "5.2-1/2" SII 121/2 21 15 3 1/8 4 .. 4 25 3 3/4" 1.5 15 1/2 d "6 a °d d ° 30 4 1/2" 9 I 35 01 4 3/8 105 16 1/2 35 5 1/4" 10.5 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK -2; w iH¢= LL,W LLI W80�Q~ LL ~� � lu 8" 10" MIN. K.O. CMU BOND BEAM EMBED ACI 5TD. NOOK IN BOND BM. 15 BAR VERTICAL WALL REINF. }: GROUT GELL5 SOLID SEE PLAN FOR LOCATIONS DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLAN OUT T I 9, jq EMBED ACI0'-0" FINISHED FLOOR 5TD, HOOK IN ° FOOTING 2X4 PT STUDS 6 16" O.C. DR CRICKET AS ° FOOTING SEE FOUNDATION (1)2X4 PT STUD a 24" O.G. REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER NIP CARRIER/GIRDER TRU55 SIMPSON 5P1 a EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2 DIA.x6" A.B. a 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 a EA,5TUD MOISTURE BARRIER 811X8"X16" K.O. BLOCK W/1 05 CON . 4:`. (1)05 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 P61 GROUT W/ STD, 90° HOOK IN K.O. BLOCK HATCH NG LEGEND NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF REQUIRED LAP 5PLIGE, EMBEDMENT, & HOOKED REINFORCING STEEL (INCHE5) GRADE 40 GRADE 60 BAR 51ZE BEND DIAMETER LENGTH LAP 5PLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, REGARDLES5 OF HOW MINOR, 1141, I1B11 licit IIDII "AII I1p 11 IVT IIDII "3 111/8 41/2 1 15 21//4" 4V1/2 911/4 16 04 21/2 6 91/2 20 3" 6 121/2 21 15 3 1/8 1.5 113/4 25 3 3/4" 1.5 15 1/2 26 "6 33/4 9 14 30 4 1/2" 9 18 1/2 35 01 4 3/8 105 16 1/2 35 5 1/4" 10.5 21 3/4 53 "8 � W p 0 -2; w iH¢= LL,W LLI W80�Q~ LL ~� � lu 8" 12 243/4 14 d _ a m ~ a Lu 02 Ln crw ° o a 9" 13.5 28 95 4. a ° PLAN FOR 51ZES 4 MORE INFO. 4 e. Y (--L-'�Masonry Wall Reinforced Cell Detail S.� SCALE: NTS 10" MIN. 8x8 K.O. CUM BOND BEAM - - - _ w/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL - - - - - w/ 1- 05 BAR CONT. NOT FOR USE IN THE HYHZ (DADE, BROWARD) EMBED ACI INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above MasonryWall Detail 5TD. HOOK IN 05 BAR VERTICAL WALL REINF. (4) led NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPHS S-1 scALE: NTs BONA BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRU55 TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRC, TRU55 BRG. FOR WALLS LARGER THAN Rebar. Lap, Embedment & Hook Schedule SEE PLAN T SEE PLAN 2x8, USE SIMPSON 5PI'5 ON S-� NOTE: EACH SIDE OF STUD TO JII BOLT W/ NUT e WASHER (REFER TO SCALE: NTS BOTTOM PLATE 4 6IMP50N DOOR MANUFACTURERS INSTALLATION HATCHING LEGEND REGARDLESS SP2'S ON EACH SIDE OF INSTRUCTIONS FOR SPACING 4 SIZE) 15 DOWELS SEE PLAN FOR STUD BEARING OF HATCHING FASTEN fA. STUD STUD TO TOP PLATES. VERT. WALL NOTE: LOCATION LAP 25" MIN. WALL SHOWN ON TO TOP PLATE w/ U.N.D." REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE SPH6 PLANS, WALLS CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR SIMPSON SPH4 w/ EMBED ACI CLEAN OUT BEARING WALL SIZE) 5YP 2x4 MIN. THAT SUPPORT 12-106 NAILS SEE TRU55 SHEET FOR (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN. 5TD, HOOK IN NOTE: FOR SCHEDULE) (W/0 UPLIFT) STUDS 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING ° 4 "NOTWITHSTANDING MANUFACTURER'S AT 2x8 WALLS USE 5PH8 FOOTING EITHER a COLUMNS CONNECTORS IN LIEU OF 0'-011 FINISHED SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. DIRECTLY OR a GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL, TOP PLATE (1) 51MP60N 5PH4 W/(12) 106 FOR WALLS LARGER THAN e FLOOR INDIRECTLY y ' ' HOUSE WALLS PLAN FOR 51ZE) 5YP 2x4 MIN, MA5ONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE 51MPSON SP'5 ON FOOTING SEE FOUNDATION PLAN Q GARAGE TO ARE TO BE STUDS a 1611 O/C A.B. AT 24" O.C. STARTING 9" MAX. °` • < . , ,° FOR SIZES 4 MORE INFO. BUILT A5 INSULATE PER 1/2" GYP. BOARD — EACH 511DE OF STUD TO ° 1/2" DIA. x 8" HOUSE WALLS; CALCS/5PECS 1/2" DIA. x 811 TITEN HID a 24" TRACK/BRACKET FROM TWE SLAB, USE 2" DIA. WASHERS I/2" GYP: BOARD BOTTOM PLATE 4 51MP50N ° TITEN HD a 48" INSULATE PER BEARING WALL O.C, FOR A MAX, UPLIFT OF FASTEN PER MANUF, MIN. AT EACH BOLT LOCATION. TRACK 5P2'S ON EACH SIDE OF �. y O.G. MAX (SEE CALC5/5PECS W/UPLIFT 5PEC5, ATTACHMENTS TO THE JAMB ARE BY 2X 5.Y.P. #1 STUDS e 1611O.C. FOUNDATION (1) SIMPSON 5PH4 1500 LBS. ON EACH TRU55 STUD TO TOP PLATES, , PLAN FOR (1 SIMM NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER, THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA UND" TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WA5HER5 a 2'-011 INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) GGara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G, (MAX.) CENTERED ON WALL, CALC5./5PEC5. 4:ZMasonry Column Lanai/Ent) Detail EXCEPTIO 5) NEEDED ONLY S-� DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 SCALE: NTS -PT BOTTOM PLATE 01-011 W/ROOF UPLIFT) PT BOTTOM PLATE SCALE: NTS CONTROL. U,N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE OL 4 ° . 0'-0" DSL 5YP TOP PLATE (1) 51MP50N 5PH4 W/02) 106 _ a ° - -_ - _ 4"GONG. SLAB. SEE COMMON NAILS EA, STUD z #5 BAR TRANSITION I_ • -,---1 FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR d STEEL AGI STD. FOOTING SEE I d - -► HOOK (TYP) FOUNDATION PLAN FOR I _ lu p K.O. CMU BOND 1- ; I_ FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. I�I SIZES 4 MORE INFO. -III--III FOR SIZES & MORE OCCUR a A LINTEL USE 1/2" x 6" ELkV 0'-011 TOP OF SLAB ft � BEAM 5P4 ,@ TOP _ INFO. THREADED ROD SET IN va.40 SIMP5ON SET EPDXY. Ll 9. ` B Load Brn Interior Stud Part. Detail C Load Brn Interior Stud Part. Detail — — — — l ° 9• LL S-1 SCALE: NTS 5EE FOUND. PLAN s-' Without Uplift SCALE:NTS With Uplift 2 X S.Y.P. STUDS a 16" D.C. - U.N.D. w FOOTING SEE °. '.<. VERT. WALL REINF. LU FOUNDATION PLAN FOR ::. y LOAD BEARING OR SIZES 4 MORE INFO. CLEAN 4 COMPACTED 501L. EXTERIOR WALL c 2 X STUD (95% MODIFIED PROCTOR PER A5TM D1551) #5 BAR TRANSITION STEEL ACI STD. SHINGLE /TILE ROOF -SEE ELEVATION PRE ENGINEERED WD 1111111/ PAGES FOR MORE INFO. FASTENING TO BE A5 12 TRU55 a 24" O.C. HOOK (TYP) `����� ����� PER MANUFACTURERS SPECIFICATIONS, (TYP) SEE 10 x 1/2" DIA. "J" 8 G, M. U. U Gara a Wall Section Brn Wall �� Nib ", CONTRACTOR TO PROVIDE MANUF. � ELEV. e.; DOCUMENTATION TO INSPECTOR a TIME OF R-35 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS a 1" X P.T.STUD S 1 W/ Upllft SCALE: NTS +��� +,«••'°•••"'•••,• INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) t #5 VERT, IN FILLED o : �t UNDERLAYMENT TO COMPLY WITH FBCR CENTERED ON WALL N = Q •v� ws Z 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CELL 2 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR = 'Z ~ BRNG. OR GARAGE 1/2" DIA x 6" FLOOR p Mason) Transition Detailx ' `� • ' �; (4) 106 NAILS INTO •" TITEN HD TRUSS ELEVATION VARIES Em BRNG WALL y r` BRG. DBL TOP PLATE S-1 SCALE: NTS s1r1 ••'••.« `, TOP OF MASONRY TITEN HD 48" O.G. IF SEE PLAN ��i�bd Q '►��� 2 X P.T. PLATE 5OFFIT/FA5CIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302,1. SEE UPLIFT, 2411 O.C. IF EXTERIOR FINISH 1/2" GYP. BOARD a TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR PAGE FOR GARAGE 5OFFIT/FA5CIA DETAIL WITH UPLIFT, ° (5EE ELEVATIONS) SECURE PLATE W1 10" 1/2 1/2" GYP. BOARD CELL TO BE FULLY ° APPLICATION _.R .° �.�. -' - GRADE DIA. IIDII BOLTS a GROUTED d e. ° VARIES SEE ROOF PLAN ° d ° p.. o' ° ° T� WASHERS a 4'-0" O.G. I I ° s a° ° ' (MAX.)CENTERED ON 2X 5.Y.P. #1 STUDS a 16"O.C. ° 8x8 K.O. CMU BOND BM, w/ 1 - #5 BAR (1) SIMPSON 5PH4 — — - DRILL EPDXY 1x2 PT NAILER CONT (MIN LAP = 25") GROUT CELLS ° a ° . — — = WALL. (REFER TO FND INTO LINTEL/BOND NOTE: TYP. R Q ° __ FLR PLN FOR UJALL • MISSING DOWELS: WHERE FOOTING I/2 DRYWALL SOLID -VERIFY W/ FLOOR PLAN. a a a = INSULATION OR PER ENERGY OR CIP BEAM — THICKNESS) DOWEL ARE PLACED INCORRECTLY CALCS./SPECS. ABOVE WITH � � 8"x8" PRECAST CONCRETE LINTEL a '' ° ° b — I MINIMUM ° OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF. — — CONT. 2X PT SOLE PLATE EMBEDMENT OF 5 DOWEL AT PROPER LOCATION W/ EMBED ACI 5TD. NOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE . —_— 4"GONG. SLAB. USE 5IMP50N SET GRADE 60 #5 BAR. INSTALL IN SLAB IN BOND BM. #5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR _ — _ _ I I I SEE FOUND. PLAN HIGH STRENGTH °J W/ 5" MINIMUM EMBEDMENT, USE SIZES MORE INFO. — —_ —_—_— _—_ FOR MORE INFO. EPDXY 5II F50N SET BOXY. MAXIMUM OF 3 _ _ _ _ ELIV 0'-0" TOP OF SLAB ROW PRECAST GONG SILL — �I �I —I I _— I —^ I I a PROJECT WITHOUT WRITTEN APPROVAL. CURTAIN NAILER PT —III—I Ix4 a WINDOWS 4 S.G.D. _ MISSING T USS ANCHO S: TRUSSES #5 BAR VERT. WALL REINF. CONT, NOTE: Ll ------- �-.- • R R TO BOND BEAM, EMBED ACI STD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS z - ' WHICH A AC SUCH THAT II RE PLACED AN WINDOW W/ SCREEN NOOK 6 IN BOND BEAM. GROUT USE SPH8 CONNECTORS 1N LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN w FOOTING SEE �: ' ` a ' SEE FOUND. PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMP50N 5P15 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP60N 5F2'6 ON W FOUNDATION PLAN DRILL 4 EPDXY b „ EMBEDMENT ANCHOR 15 MISPLACED EACH SIDE OF STUD TO TOP PLATES. U,N.O. u, OR MISSING MAY BE FASTENED TO THE FOR SIZES MORE ° ' "a MINIMUM EMBEDMENT u MA50NRY BOND BEAM U51NG ONE 8"x16" C.M.U, PER A5TM C-90 (TYP.) INFO. GLEAN 4 COMPACTED SOIL. 5" 51MP50N SET # 1x2 PT FIR STRIP a 24" D.C. (95% MODIFIED PROCTOR PER ,45TM D1551) SIMPSON HT5M16, MAX. CAP 15 1115 MAXIMUM OF 5 IN A ROW 4 10 TOTAL FM -1900 P.5.1. (MIND W/ TYPE M OR EPDXY N WITHOUT WRITTEN APPROVAL. 5 MORTAR PER A5TM C-270 Gara a Wall Section Brn Wall a K Ix4 PT BASE NAILER 1/2" PIA x 6" AB AT INT, SHEAR WALL S-1 SCALE:NTS IN5UL. PER CALCS. 4 SPECS OR TITEN HD a ONLY USE SIMPSON H3 W/O Uplift EXISTING M450NRY 4"GONG. SLAB. SEE w/ 8-86 NAILS FASTEN BOND BEAM OR FOUND. PLAN 24" D,G. IN TO TOP 4 BOTTOM SLAB ELEV 0'-0'I TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. 1/2" GYP. BOARD 2X STUDS a FOOTING SEE BLOCKING a 48" OG. 24"O.C. .FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ HILTI CF62 POWDER SIZES 8 MORE INFO. INSULATION OR F/BSGRG703.; ITIOUS FINISH PER • ACTUATE[) 8 oC. OPINS EQUAL PER ENERGY TYP. Retrofit Vert. Dowel Detail D T ical Ext, Masonr Wall Section CONT. 2X PT SOLE S-1 SCALE: NTS S-1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL-5EE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN NOT Q y EL V 0'-0" TOP OF SLAB TOP TIE BEAM EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: z SCHEDULE —� °.° SEE N-1 FOR 1. 5/811 DIAMETER x 61' EMBEDMENT 6IMP60N TITEN HID ANCHORS SPACED A MAXIMUM OF 2411 O.C.-" #5 VERT. CORNER ADDITIONAL/ALTERNATE J CELL FILLED W/ W .'. ',. ' 5EE FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `) CONCRETE FOOTING SEE CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOE5 NOT EXTEND " 11 CLEAN 4 COMPACTED SOIL. 1. 5/8 DIAMETER x 6 EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48 FOUNDATION PLAN FOR BACKER BAR AT MAX, PLAN FOR SIZE LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 3.1/2" EMBEDMENT AT 4811 O.C, IF RE615TING GRAVITY SIZES 4' MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1557) EXPOSED FACE COURSES LOADS #5 LAP CONT. 05. r. --,,,,,Garage Wall Section Non-Brn . 25" LAP Example CMU Wall Control Joint Detail H Mod Frame To MasonryAttachment Detail S-� SCALE:NTS p S-A Qrng Wall Only SCALE: NTS R Corner ContinuityDetail S-1 SCALE: N.T.S. S-� SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLES5 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Q o 0 vZ Ln owu° Soaa �_ -r W CL �Lu o° yy"O¢Z Wz0� Eu:z, 0 �'� N H ni -:LF- O�aC�29 1 N J M 00 $_E z F owe °W Z � W p 0 -2; w iH¢= LL,W LLI W80�Q~ LL ~� � lu W J z W> -W ° w w 3 °u a Z Q F, 0 w LL. 0 W a Q Z W W= H Q d _ a m ~ a Lu 02 Ln crw ° o a m ^� M , �P� w M d M N N MO. W F- p000M J 00 wN MMM W 'd' 0 3: Ln t9 ZLL Q YLLj a X00 aLL X xz W N a O0a > (o 0 U) 0 DATE f1J3 il>8 /8 SCALE ND%�L7 DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 51 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL SHINGLE 15 USED, TOP PLATE WITH 1/2" ANCHOR BOLT 24" O.G. TYP. 1x4 PT 8,45ED ON UNDERLAYMENT t0 DORMER ROOF BY VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH INFORMATION COMPLY WITH FBCR TRU55 MANUF. OR 1/4" x 2-I/4" TAPCON � 12" O.C. OR PER MANUFACT. nn General Irregular Window Attachment PROVIDED BY 9,x5.1.1 CONVENTIONAL 5PEC5 S-2 SCALE: NTS CONTRACTOR. FRAME (5EE PLAN) CMU WALL BELOW 51MP50N G516 'a CORNER 6 16" O.C. 1/2" GYP, BOARD SEE HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP5ON L5TA12 6 EACH VARIES SEE ROOF PLAN WITH 4-16D COM 5TUD OR EQUIV. TOENAILS @ EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRU55 MANUF. W/ 51MP5ON 5PH4 6 SEE TRU55 TYP. LOAD BEARING WALL 5HEET FOR RAT MIN. APA DOUBLE TOP PLATE EA. 5TUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" -1 16" D.G. (SINGLE TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPING RATED SHEATHING (MIN. STUD GRADE SYPNOT . NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) 50TT. PLT., DOUBLE TOP PLT.) TABLE ON SHEET 5-3 FASTEN EA. 5TUD E FOR STUD SPACING TO TOP PLATE w/ AT 2x6 WALLS USE F Misc. Dormer Knee Wall Attachment Details SMPSON 5P2 w/ (12) NAILS FA5TEN HEADER S-2 SCALE: NTS SCALE: NTS FULL DEPTH PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES • • 1 BLOPANCKING S w/ DETAIL J/52 SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET (3) 16d TOENAILS FOR 5TRAPPING CONT. FOR 5TRAPPING �� EA. END TOP CHORD 51MP50N SPI w/ 10-106 NAILS EA. GYP. BOARD RETURN TRIM VARIES - SEE ELEVATIONS 7/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5TUD RATED 5HTG. TRU55 TO TRU55 ON TOP OF BOTTOM FOR 5TUD5 PRE-ENGINEERED -PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. l2) "2X" SILL a ROOF TRU55. 2X 16" O.C. ROOF TRU55. (2) 0.131 x 3 1/2" COMMON NAIL5 9 EA. SIMPSON 5 w/ CONNECTION 6-10dx1 1/2 NAIL5 1/2" GYPSUM BOARD INSUL: PER ENERGY CALCS. 2x BOTT. PLATE ° CONT. � PRECAST EA. 5TUD CONCRETE PRE-ENGINEERED UJOOD TRU55 • • TITEN HD BOLTS DORMER ROOF BY TRU55 MANUF F_ opr SEE FIELD ROOF 0.131 x 2 1/2 R.5. RING 5HANK 1/16 4 611 51MP5ON MT512 'a EACH TRU55 WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" X 1 INSTALL I/2 X 6 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUGK5 ATTACHED W/ ENGINEERING, LLC SHALL AUTOMATICALLY d HARMLESS TO ANY LIABILITY, CLAIMS, 3:5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS 0 12" O.G. WITH MAX. 6" FROM SPECIFICATIONS ACCOMPANY THESE FLOOR PLAN FOR MORE INFO. THREADED ROD IN 51MP50N SET REVISIONS END OF MEMBER a MA5. NEW CODE UPDATES BOLT 24" O.G. TYP. LOAD BEARING WALL CONST. 51MP6ON MT518 OPENINGS. 16d 6" OC REVISIONS 2"x4" @ 16" O.C. (51NGLE BOLT. PLT., DOUBLE TOP PLT.) EACH TRU55 INFO REVISIONS PER SCHEDULE "O" USE 51MP50N 5P2 a STUD TO TOP PLATE, 5PI STUD TO r W/ MEMBERS ATTACHED WHERE 2X TO 2X CONNECTION POINTS. BOTTOM PLATE, OR EQUALS. PROVIDE 51MP50N MT512 AT PER MANUFACTURER'5 NEEDED T ME NEEDED TO MEET w "I 121 WFzO NwZ4wQpodNzO BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) NOTE: "TYPICAL MANUFACTURER'5 MEMBERS OR DIRECTLY TO CMU/WOOD IN5UL, PER CALC5. 4 SPECS O.G. (MAX) FRAMING ONLY. NUMBER OF DIAD. MEMBERS ATTACHMENT POINT �w QW aZ RELATIVE TO NUMBER OF REQUIRED ROOF TRU55 BY 2X PT SOLE PLATE REQUIREMENTS. POCKET EE9 8 ZwrLiQ 0 Uj ROOF TRU55 MANUF. TYP. At ALL LOAD TOP CORD (3) 0.131 x 3 1/2" COMMON � TRU55 CHORDS 5PEC5 GIVEN IN TH15 DETAIL. 2X TO 2X 2"x4" BLOCKING AT 24" O.G. BELOW 51DE WALL5 ATTACHMENT t0 BE 51MP50N A35. KNEE ♦� .� • ••' WALL ABOVE ARCH NECESSARY ONLY PER BETWEEN 5UPPORTING TRU55E5 ATTACH W/51MP50N A34 (� H Ln IF IX THEN ATTACH SLIDING DOOR. PRECAST OR EQUAL AT EACH END TYP. BEARING SYP. COMPONENTS, #I WINDOW THROUGH TOP/51DES OF ARCH OPENING. IF ARCH TOP W LLj r-4 Sfiructural Kneewall AMU WALL SEE 2X PT FLOOR PLAN FOR BOTTOM PROHI5IT5 2X THICKNE55 a CENTER OF BUCK TO CMU/ WOOD Z en 0 ARCH, USE DIRECT ATTACHMENT TO 51MP5ON L5TA12 AT EACH STUD TO ¢ LL FRAMING. IF 2X THEN CONCRETE s 4" O.C. BLOCKING. ATTACH TO 2X BUCK. EDGE5 OF OPENING. ALL TAPCONS TO HAVE B 2-2"x4" BLOCKING WITH 4-161) MIN, 1-1/4" EMBEDMENT. 0 OM TOENAILS e EACH END a U) LINTEL. 5F:E BE USED FOR END WALL TYP. LOAD BRG WALL S-2 SCALE: NTS y Z 2"x4" s 16" O.C. (5GL - _ SIMP50N MT518 BOTT, PLT., DBL TOP IF 2X ATTACH TO CMU: w/ 1/4"x 3" TAPGONS 6 POCKET 2x4. FOR 2x VERTICAL WALL TO LE /TILE ROOF 12 PRE ENGINEERED WD TRU55 6 24'' O.G. EACH TRU55 PLT.) 12" O.G. W/MAX. 6" ELEVATION SEE FOR MORE INFO. SLIDING DEPTHS GREATER THAN FROM END OF BUCK. S FOR MORE (TYP) ELEV. � 51MP50N LSTA12 (TYP. ALL 2X WINDOW SCALE NO%ED ASTENING t0 JOB - INSULATION PER ENERGY CALCS. DOOR. EACH STUD OR EQUIV. BUCK ATTACHMENT.) PER 1,. % '•• , INFO. ACTURERS F1kIr.P;=rTIr)Nj 2-2"x4" BLOCKING WITH 4-16D OR BETTER FICATIONS. ACTOR TO HURRICANE ANCHOR e EACH TRU55 SEE COM TOENAILS EACH END T C al Ext. IDE MANUF. TRU55 SHEET FOR MORE INFO. BE USED. LA4x MATERIAL MAY : 1 T VERTICAL a WA NOTE X P ER L LL ENTATION TO 5 1 EACH STUD P JOI 5T R4F BOUNDARY 0 11 A TOR Q TIME OF ELEVATION VARIESAdk FOOTING SEE FOOTING SEE TION IF 2 8 PT VERTICAL (ABV) o WALL TO BE ATTACHED NAILING FOR SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL SHINGLE 15 USED, TOP PLATE WITH 1/2" ANCHOR BOLT 24" O.G. TYP. 1x4 PT 8,45ED ON UNDERLAYMENT t0 DORMER ROOF BY VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH INFORMATION COMPLY WITH FBCR TRU55 MANUF. OR 1/4" x 2-I/4" TAPCON � 12" O.C. OR PER MANUFACT. nn General Irregular Window Attachment PROVIDED BY 9,x5.1.1 CONVENTIONAL 5PEC5 S-2 SCALE: NTS CONTRACTOR. FRAME (5EE PLAN) CMU WALL BELOW 51MP50N G516 'a CORNER 6 16" O.C. 1/2" GYP, BOARD SEE HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP5ON L5TA12 6 EACH VARIES SEE ROOF PLAN WITH 4-16D COM 5TUD OR EQUIV. TOENAILS @ EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRU55 MANUF. W/ 51MP5ON 5PH4 6 SEE TRU55 TYP. LOAD BEARING WALL 5HEET FOR RAT MIN. APA DOUBLE TOP PLATE EA. 5TUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" -1 16" D.G. (SINGLE TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPING RATED SHEATHING (MIN. STUD GRADE SYPNOT . NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) 50TT. PLT., DOUBLE TOP PLT.) TABLE ON SHEET 5-3 FASTEN EA. 5TUD E FOR STUD SPACING TO TOP PLATE w/ AT 2x6 WALLS USE F Misc. Dormer Knee Wall Attachment Details SMPSON 5P2 w/ (12) NAILS FA5TEN HEADER S-2 SCALE: NTS SCALE: NTS FULL DEPTH PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES • • 1 BLOPANCKING S w/ DETAIL J/52 SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET (3) 16d TOENAILS FOR 5TRAPPING CONT. FOR 5TRAPPING �� EA. END TOP CHORD 51MP50N SPI w/ 10-106 NAILS EA. GYP. BOARD RETURN TRIM VARIES - SEE ELEVATIONS 7/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5TUD RATED 5HTG. TRU55 TO TRU55 ON TOP OF BOTTOM FOR 5TUD5 PRE-ENGINEERED -PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. l2) "2X" SILL a ROOF TRU55. 2X 16" O.C. ROOF TRU55. (2) 0.131 x 3 1/2" COMMON NAIL5 9 EA. SIMPSON 5 w/ CONNECTION 6-10dx1 1/2 NAIL5 1/2" GYPSUM BOARD INSUL: PER ENERGY CALCS. 2x BOTT. PLATE ° CONT. � PRECAST EA. 5TUD CONCRETE PRE-ENGINEERED UJOOD TRU55 • • TITEN HD BOLTS 7 F_ opr SEE FIELD ROOF 0.131 x 2 1/2 R.5. RING 5HANK 1/16 4 611 LINTEL. SEE WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" X 1 INSTALL I/2 X 6 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LLC SHALL AUTOMATICALLY d HARMLESS TO ANY LIABILITY, CLAIMS, APA RATED 5HEATHING NAIL 10" x 1/2" DIA, "J" 1/16" APA RATED SHEATHING NAIL SPECIFICATIONS ACCOMPANY THESE FLOOR PLAN FOR MORE INFO. THREADED ROD IN 51MP50N SET REVISIONS BY NEW CODE UPDATES BOLT 24" O.G. REVISIONS L ADDED 142 MPH SHEETS 16d 6" OC REVISIONS ADDED 160 MPH SHEETS INFO REVISIONS PER SCHEDULE "O" EPDXY 6 2'-0" r SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 5PECIFICATION5 w "I 121 WFzO NwZ4wQpodNzO WINDOW ATTACHMENT POINTS TO 2X NOTE: "TYPICAL TRU55 e 16" O.C. CONT. TO MEMBERS OR DIRECTLY TO CMU/WOOD IN5UL, PER CALC5. 4 SPECS O.G. (MAX) FRAMING ONLY. NUMBER OF DIAD. MEMBERS a 00 �w QW aZ RELATIVE TO NUMBER OF REQUIRED W W 2FmxZ W O � 2X PT SOLE PLATE ATTACHMENT POINTS PER MANUFACTURER. 2X POCKET EE9 8 ZwrLiQ 0 Uj BUCKS TO BE ATTACHED TO CMU PER At ALL LOAD TOP CORD (3) 0.131 x 3 1/2" COMMON � TRU55 CHORDS 5PEC5 GIVEN IN TH15 DETAIL. 2X TO 2X CENTERED ON ATTACHMENT t0 BE 51MP50N A35. KNEE ♦� .� • ••' WALL ABOVE ARCH NECESSARY ONLY PER (� H Ln OPENING VARIATIONS. MIN. 2X BUCK FOR SLIDING DOOR. PRECAST WINDOW/5HEATHING ATTACHMENT '@ BEARING SYP. COMPONENTS, #I Wq* TOP/51DES OF ARCH OPENING. IF ARCH TOP W LLj r-4 Sfiructural Kneewall AMU WALL SEE 2X PT FLOOR PLAN FOR BOTTOM PROHI5IT5 2X THICKNE55 a CENTER OF Z en 0 ARCH, USE DIRECT ATTACHMENT TO W Q 00 V ¢ LL CMU/WOOD FRAMING, WITH OR WITHOUT 1X CONCRETE s 4" O.C. BUCK, WITH 2X BUCK 6 EACH SIDE TO EDGE5 OF OPENING. ALL TAPCONS TO HAVE B MORE INFO. PLATE MIN, 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING A5OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL SHINGLE 15 USED, TOP PLATE WITH 1/2" ANCHOR BOLT 24" O.G. TYP. 1x4 PT 8,45ED ON UNDERLAYMENT t0 DORMER ROOF BY VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH INFORMATION COMPLY WITH FBCR TRU55 MANUF. OR 1/4" x 2-I/4" TAPCON � 12" O.C. OR PER MANUFACT. nn General Irregular Window Attachment PROVIDED BY 9,x5.1.1 CONVENTIONAL 5PEC5 S-2 SCALE: NTS CONTRACTOR. FRAME (5EE PLAN) CMU WALL BELOW 51MP50N G516 'a CORNER 6 16" O.C. 1/2" GYP, BOARD SEE HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 51MP5ON L5TA12 6 EACH VARIES SEE ROOF PLAN WITH 4-16D COM 5TUD OR EQUIV. TOENAILS @ EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRU55 MANUF. W/ 51MP5ON 5PH4 6 SEE TRU55 TYP. LOAD BEARING WALL 5HEET FOR RAT MIN. APA DOUBLE TOP PLATE EA. 5TUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" -1 16" D.G. (SINGLE TYPICAL PLAN VIEW CMU WALL BELOW 5TRAPPING RATED SHEATHING (MIN. STUD GRADE SYPNOT . NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) 50TT. PLT., DOUBLE TOP PLT.) TABLE ON SHEET 5-3 FASTEN EA. 5TUD E FOR STUD SPACING TO TOP PLATE w/ AT 2x6 WALLS USE F Misc. Dormer Knee Wall Attachment Details SMPSON 5P2 w/ (12) NAILS FA5TEN HEADER S-2 SCALE: NTS SCALE: NTS FULL DEPTH PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES • • 1 BLOPANCKING S w/ DETAIL J/52 SEE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET (3) 16d TOENAILS FOR 5TRAPPING CONT. FOR 5TRAPPING �� EA. END TOP CHORD 51MP50N SPI w/ 10-106 NAILS EA. GYP. BOARD RETURN TRIM VARIES - SEE ELEVATIONS 7/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5TUD RATED 5HTG. TRU55 TO TRU55 ON TOP OF BOTTOM FOR 5TUD5 PRE-ENGINEERED -PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. l2) "2X" SILL a ROOF TRU55. 2X 16" O.C. ROOF TRU55. (2) 0.131 x 3 1/2" COMMON NAIL5 9 EA. SIMPSON 5 w/ CONNECTION 6-10dx1 1/2 NAIL5 1/2" GYPSUM BOARD INSUL: PER ENERGY CALCS. 2x BOTT. PLATE ° CONT. � PRECAST EA. 5TUD CONCRETE PRE-ENGINEERED UJOOD TRU55 • • 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN, FOR WALL5 LARGER THAN 2x8, USE 51MPSON 5P1'5 ON EACH SIDE OF 5TUD TO BOTTOM PLATE 4 51MF50N 51=2'5 ON EACH 51DE OF 5TUD t0 TOP PLATES. U.N.O." TITEN HD BOLTS 7 1/2" x 6" SEE FIELD ROOF 0.131 x 2 1/2 R.5. RING 5HANK 1/16 4 611 LINTEL. SEE WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" TRU55 1 INSTALL I/2 X 6 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LLC SHALL AUTOMATICALLY ENG. HARMLESS TO ANY LIABILITY, CLAIMS, APA RATED 5HEATHING NAIL 10" x 1/2" DIA, "J" 1/16" APA RATED SHEATHING NAIL SPECIFICATIONS ACCOMPANY THESE FLOOR PLAN FOR MORE INFO. THREADED ROD IN 51MP50N SET REVISIONS BY NEW CODE UPDATES BOLT 24" O.G. REVISIONS MORE ADDED 142 MPH SHEETS 16d 6" OC REVISIONS ADDED 160 MPH SHEETS INFO REVISIONS PER SCHEDULE "O" EPDXY 6 2'-0" DK/PK 2x 5TUD5 w "I 121 WFzO NwZ4wQpodNzO 114 "XMAS 3 1/2" 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTOR5 SHOWN, FOR WALL5 LARGER THAN 2x8, USE 51MPSON 5P1'5 ON EACH SIDE OF 5TUD TO BOTTOM PLATE 4 51MF50N 51=2'5 ON EACH 51DE OF 5TUD t0 TOP PLATES. U.N.O." OR (2) MSTA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING G T ical Ledger Detail PROVIDE w/ (3) 0.131 x 3 1/2 NAILS TO HEADER MIN. Non—Brn Frame Down Header Detail S-2 SCALE: NTS "2x " KING 5TU L530ORDOUBLE BOTT. U.N.O.° S 2 EQ., TYP. PLATE AT • SCALE: NTS OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER MUItI-use SPECIFICATION FOR KINGS 4 C I LES -2 , TYP, CLEARANCES FOR THE WINDOW/DOOR 2X4 GRO55 (THE FOLLOW G H 1' Y UN.O. WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING 6 48"TO UPSET THE HEADER SUCH THAT ONE O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3' (o" (1) OR BOTH OF THE TOP PLATES 15 BRACING I1 48" CRIPPLE 4 (1) KING IS REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL ''J'' g®LT RE FL ACEMENT Ci 4,QjRT. RAT RUNS FOR 4 EACH SIDE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRUSS 5PAN5 O.C. ON TOP AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING a 3" SET. IT 15 NOT ACCEPTABLE TO OF BOTT. WIDTH, (2) CRIPPLES 4 (1) KING I5 O.C. ALL AROUND 5U55TITUTE A LE55ER DEPTH HEADER BRACING f 48 CHORD FOR 4 OPENING • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. O C ON TOP OF REQUIRED ON EACH -SIDE OF THE WITHOUT WRITTEN PERMISSION FROM THE S IS NOTA PLICABLE FOR FRAME TO SLAB APPLCATN IIOONL.�' Ti'FIC4L NAILING 5CHEDULED TITEN HD BOLTS HIGH WIN 1/2" x 6" NAIL 5HEATHING SOUNIDARY EDGE FIELD ROOF 0.131 x 2 1/2 R.5. RING 5HANK 1/16 4 611 LINTEL. SEE WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" . 6" 62" FLOOR 0x.131 x 31/2" COMMON COMMON 3/4" T.G" 1 INSTALL I/2 X 6 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LLC SHALL AUTOMATICALLY I/2" GYP. BOARD HARMLESS TO ANY LIABILITY, CLAIMS, APA RATED 5HEATHING NAIL 10" x 1/2" DIA, "J" 1/16" APA RATED SHEATHING NAIL SPECIFICATIONS ACCOMPANY THESE FLOOR PLAN FOR MORE INFO. THREADED ROD IN 51MP50N SET REVISIONS BY NEW CODE UPDATES BOLT 24" O.G. REVISIONS PER SCHEDULE, MIN. ADDED 142 MPH SHEETS 16d 6" OC REVISIONS ADDED 160 MPH SHEETS 2x8 PT MIN. FRAMING FROM REVISIONS PER SCHEDULE "O" EPDXY 6 2'-0" DK/PK w "I 121 WFzO NwZ4wQpodNzO 114 "XMAS 3 1/2" NOTE: "TYPICAL TRU55 e 16" O.C. CONT. TO IN5UL, PER CALC5. 4 SPECS O.G. (MAX) ia1V o� 'wZ zZ z a 00 �w QW aZ 4" CONIC SLAB W W 2FmxZ W O � 2X PT SOLE PLATE iz -w� POCKET EE9 8 ZwrLiQ 0 Uj MASONRY SCREW 6 8" O.C. At ALL LOAD TOP CORD (3) 0.131 x 3 1/2" COMMON � TRU55 CHORDS WGzq xw2Cn wLU xag CL 5 F- O+y:ww l/) z CENTERED ON ♦� .� • ••' SEE FND. PLAN (� H Ln w SLIDING DOOR. PRECAST 0.131 x 3 1/2" BEARING SYP. COMPONENTS, #I Wq* �S LA W LLj r-4 Sfiructural Kneewall AMU WALL SEE 2X PT FLOOR PLAN FOR BOTTOM z '�` � Q Z en 0 � W Q 00 V ¢ LL CONCRETE s 4" O.C. GRADE SHALL 00a B MORE INFO. PLATE = dcc 0 ELEv 0'-(d" TOP OF 5LAB U) LINTEL. 5F:E BE USED FOR NOTE: 2x8 PT MIN. S-2 SCALE: NTS y Z - _ 0 FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL WALL TO . FOOTING SEE FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS GREATER THAN BE ATTACHED WITH 1/2 DIA. x 6 TITEN � FOR 5IZE5 4 MORE DATE i�ia_i�P_l3 SCALE NO%ED DRAWN MK/P©K JOB - DOOR. 2x4, 02 GRADE HD. 1,. % '•• , INFO. OR BETTER T C al Ext. Frame Wall Section BE USED. LA4x MATERIAL MAY : 1 T VERTICAL a WA NOTE X P ER L LL 5 1 EACH STUD P JOI 5T R4F BOUNDARY 0 11 A FOOTING SEE FOOTING SEE TO BE ATTACHED WITH 1/4" x R St NAILING FOR S-2 SCALE: NTS FOUNDATION FOUNDATION BE 12 GRADE. 2-1/4" TAPCON 6 12" O.G. OR 2x8 Pt WALL D45HED PLAN FOR SIZES $ MORE 4"GONG. 5LA5. SEE FOUND. PLAN FOR SIZES 4 MORE U.N.O." 4 GONG. SLAB. PER MANUFACT. 5PEC5. 1x6 HEAD LINE INDICATES INFO, PLAN INFO. TOP PLATE OF 2x8 LEDGER W/ �� 2x8 LEDGER W/ 4-0.131 x 3 1/2 PAVERS OR �� PAVER5 OR 4" CONIC. PLANOUND. INSTALL GLASS PER I BLOCK WALL BEYOND WALL _ 4 0.131 x 3 1/2 R.S. NAILS PLYWOOD O � SCUDS 4 GONG. SLAB ° .SLAB ° °' MANUFACTURER I I EDGES GABLE END TRU55 TDP EACH 5TUD5 EXTEND PA5T FLOOR TRU55E5 (=ACH ° 4 b 4 ° b ° '4 °° :�° a 5 OF SHEArTHING) CHORD WOOD NANGER TO BE aIMP501 ° b ° - _ ° a CAULK UNDER FRAME ; : K.O. w/ 1-#5 CONT. EDGE �PRE-ENG. FLOOR TRU55E5 LU5, LSU, OR L55U -..a. °,.. °b. ° . ,° . °.. FILL HANGER TO PRE -ENG. BE 51MP50N PRE-ENGINEERED MIN, CONC, SILL ,.. '. BOUNDARY WOOD ROOF LUS, LSU, OR WOOD ROOF TRU55E5 CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail 5/8" CEMENTITIOUS FINISH FBCR 103.1.2 TRUSSES L55U MIN. , PER INTERIOR 2 SCALE: NTS S-2 SCALE: NTS AREA 4" CONC 5LAB5 CORNERS 48" O.C. BLOCKING SEAM BOUNDARY 5EE FLR PLN FOR HDR. -SIZE NOTE: PLYWOOD TO MAX FOR WALL NAILING FOR 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 PANEL OVERHANG 4-0.131 x 3 1/2" R.S. INTERIOR AREA BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6 -(rad 5'-0" (1) SIMPSON CSI( OR lU NAILS EACH 16" O.C. (CAN WHERE THE HEADER I5 NOT FULL WIDTH OF THE WALL, ADD 2x PAD BLOCKING Q. °. SHEATHING CLIP OUTRIGGER 0 24" D.C. NAILS EACH FLOOR TRU55 M5TA24 w/ 22-10d NAILS - NOT GO OVER 5HEATHING) 16" O.C. RIPPED DOWN SUFFICIENT 70 ° ° ° °°' ° ° ° FOR ROOFS TONGUE 4 (FIELD VERIFY 2x8 LEDGER W/ 4-0.131 x 3 1/2" CENTER ON HEADER U.N.O. (11 NAIL5 EA. -SIDE INTO CRIPPLE FLUSH THE HEADER TO WIDTH 4 ALLOW THE INSTALLATION OF THE 5PH b a.: b °,.b . a ° GROOVE FOR FIELD FIELD SUB FA5CIA OR WITH TRUSS R.S. NAILS 5TUD5) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 FLOORS WALL PLATE LAYOUT EACH STUDS FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING 5EE ° ° ° NAILING LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR SPH( IN LIEU OF 5PH4, AT 2x8 WALLS u -SE 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS FOUNDATION PLAN FOR SIZES MORE °' a ° ° A b (PERIMETER OF TRU55 FOR ROUGN OPENINGS OVER 5'-0" USE (2) SIMP50N C816 USE SIMPSON C516 IN AN 5PH INFO. DIAPHRAGM) OR (2) MSTA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING G T ical Ledger Detail PROVIDE w/ (3) 0.131 x 3 1/2 NAILS TO HEADER MIN. Non—Brn Frame Down Header Detail S-2 SCALE: NTS "2x " KING 5TU L530ORDOUBLE BOTT. U.N.O.° S 2 EQ., TYP. PLATE AT • SCALE: NTS OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER MUItI-use SPECIFICATION FOR KINGS 4 C I LES -2 , TYP, CLEARANCES FOR THE WINDOW/DOOR 2X4 GRO55 (THE FOLLOW G H 1' Y UN.O. WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING 6 48"TO UPSET THE HEADER SUCH THAT ONE O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3' (o" (1) OR BOTH OF THE TOP PLATES 15 BRACING I1 48" CRIPPLE 4 (1) KING IS REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL ''J'' g®LT RE FL ACEMENT Ci 4,QjRT. RAT RUNS FOR 4 EACH SIDE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRUSS 5PAN5 O.C. ON TOP AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING a 3" SET. IT 15 NOT ACCEPTABLE TO OF BOTT. WIDTH, (2) CRIPPLES 4 (1) KING I5 O.C. ALL AROUND 5U55TITUTE A LE55ER DEPTH HEADER BRACING f 48 CHORD FOR 4 OPENING • THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. O C ON TOP OF REQUIRED ON EACH -SIDE OF THE WITHOUT WRITTEN PERMISSION FROM THE S IS NOTA PLICABLE FOR FRAME TO SLAB APPLCATN IIOONL.�' Ti'FIC4L NAILING 5CHEDULED TITEN HD BOLTS HIGH WIN 1/2" x 6" NAIL 5HEATHING SOUNIDARY EDGE FIELD ROOF 0.131 x 2 1/2 R.5. RING 5HANK 1/16 4 611 6 11 WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" . 6" 62" FLOOR 0x.131 x 31/2" COMMON COMMON 3/4" T.G" 1 ALL 5HEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF 5HEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND 5/8" x 8" NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED rat RIDGE OR HIP. o 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEW15E ON BOTH PANEL EDGE5. BOTT. CHORD TRU55 Or-/4N::7HEADER. E.O.R. WHEN THE TOP PLATE 15 THE RESER E P FOR TRUWOOD TRU55E5 ATTACHED W/ . AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS . NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION 5PAN5 2-160 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT ATTACHED W/ 2X4 BLOCKING __._ _._, TRU55 JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE -SILL AT NECESSARY. ALL OTHER STRAPPING OF "J" t30LTS WITH EXPANSION BOLTS IS NOT PERMITTED. THE HEADER: 5HALL APPLY, AND ANY TRU55 . FOUNDATION 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 SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S. e EA. TRUSS 3 1/2" R.S. CRIPPLES SET KINGS S MADE ON 211, TYP. 5HALL ATTACH DIRECTLY TO HEADER. • ALL OTHER BOLT OPTIONS MUST BE REVIEUIED � APPROVED BY E.O.R. IN UJRITING�. . 1/2" GYP. ON 16-24" O.G. WOOD 5TUD WALL5 AND FURRED MASONRY ATTACH WITH 1-1/2" GALV, JOINT TOENAIL5 3 EA. SIMPso SEcoND FLoaR) FOR RouGH ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREW& Q 1" O.C. ALONG ALL 5UPPORT6, MIN. END SII61t-11=50N A34 L-530 OR/— "'OPENINGS U ONLY (I) SIMP-SON + I/2" HIGH CONNECTOR EQ., TYP 0516 SPAN FLOOR SYS. TO STRENGTH OR W/4-Sd X 1 1/2" (ON CONC. -SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET HETA 12 '@ 24"O.G 4-$d X 1 1/2" EPDXY 4 (18) 16d NAILS (ON SECOND FLOOR) FOR ROUGH MASONRY WALL INTO TOP 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING HTT4 OPENINGS O/8" 5 -THREAD RODISE I N STRAPPING WITH M UPLIFT, SIMPSON SET EPDXY 4 (16)1Gd NAIL5 ELIMINATED, MAY SS EMBED A.5.511 (MIN.) INTO MA50NRY K.O. ELIMINATED, UNLESS BLOCK SET OR 51MP50N MSTCMI 0 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N 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 • I/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE AND 12" O,C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP, ON 16-24" O.C. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/6" TYPE W OR 5 SCREWS 'a 7 O.C. ALONG ALL 5UPPORT6, MIN. • 5/8" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-5/8 5CREW5 AT 6" O.G. ALONG EDGE5 AND 12" O.C. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. E Ext. Wall Con. Non -Load Brn . Locavo n j T . Header Detall Q T ical Nailin Schedules Floor, Roof, Wall 8-2 SCALE: NTS S.2 SCALE: NTS S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PART E5 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 "I 121 WFzO NwZ4wQpodNzO � W ^c,n W EOW LLp .- pU ia1V o� 'wZ zZ z a 00 �w QW aZ g U W W 2FmxZ W O � LU iz -w� EE9 8 ZwrLiQ 0 Uj LL zz z Q WGzq xw2Cn wLU xag CL 5 F- O+y:ww l/) z O � � a JM (� H Ln w Z NMN a -M J 00 tD Wq* �S LA W LLj r-4 z '�` � Q Z en 0 � W Q 00 V ¢ LL w z 00a 0 U) c C) • Z ... O 0 111 L DATE i�ia_i�P_l3 SCALE NO%ED DRAWN MK/P©K JOB - 5heet content: Structural Petail5 Sheet number: 52 ��r r•, ,- . t�n�ri OVERLAP TRU55 PER JOINT BRACING A Truss Bracing Overlap Detail $-$ SCALE: NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE R I FASTEN CAP TO CHASE w/ 13COM1 x D.G. 0.131 x 3 I/2" R.S. NAILS 6 12" 2x4 BLOCKING 4 -- O.C. ALL-AROUND UJALL SHEATHING ON THIS SHEET O.G. OR EQUAL, NAILED PER DIAPHRAGM AREA (4 END, UNO. 075-2 COMMON PBL 2X4 1/2" GYP BD FLAT OR CATHEDRAL '. NOTE: CROSS BRACING 1 PLATE CONT. ALL BLOCKING TO BE aaa EA. 5112E OF JOINT e 8'-0" (MAX,) ATTACHED W/ able Section - For Gable W/ SIMPSON (1) SIMP50N LTA2 > HT520 Q 32" 2x4 WD CONST. Lt�t O.C. OR C516 TO ALIGNING FLASHING ALL-AROUND 6 16" O.C. w STUDS BELOW SADDLE (4 BAY OR 8 Ft FROM TO BOTTOM CHORD EACH END (UN,OJ EQUAL, DIAPHRAGM AREA (4 BAY 2x6 SOLE PLATE - (0" O.C. ROOF ELEMENT CUT OUTSIDE EDGE NEEDED FOR FULL UNO. PLUMB TO ALLOW F SOLID CONNECTION $-3 (For Illustration Only) SCALE: NTS CS 16 TOP w/ SHEATHING FASTEN 8 MASONRY WALL CHORD TO TO ROOF SHEATHING ALL BLOCKING TO BE CHIMNEY / BLOCKING w 1/4" x REPEATED EA. 5" WOOD SCREWS a 4" ABLE B6PLIELOW CORNER O.C. ALL-AROUND TRUSS (SEE TOP CHORD ENG. Expanded Blocking Information Diagram TRUSSES 6 24: O.G. JM PLAN) 2x6 BLOCKING FASTENED TO ROOF SHEATHING kD NO V' 5 Ln M Z FRAMING w 4-0.131 x 3 1/2" -3 T TOP F�L,4TE NAILS EACH END Fire lace Chase Detail zLL n Q RE -ENGINEERED TRU55E5 24 O.G. SEE NAILING SCHEDULE S.3 u� ¢ �00 SCALE: NTS W APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS- \ O c a SEDULE TABLE FOR ATTACHMENT. FN.o U. ENGINEERING APA RATED SHEATHING. 5E-� NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED ' GABLE END FOR OUTRIGGER (1) SIMPSON L5TA12 STRAP 48" O.G. HETA 20 f1 48" O.CL ATTACHED TO BOTTOM CHORD OF GABLE 8 MASONRY WALL W/(U 05 REBAR CONT, IN KNOCKOUT COURSE PRE-ENGINEERED R TRUSSES 6 24" 13COM1 x D.G. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5Pl'5 ON EACH SIDE OF STUD TO 2x4 BLOCKING 4 SEE DETAIL A 5d COOLER NAILS 7" ON THIS SHEET O.G. OR EQUAL, (TYP) DIAPHRAGM AREA (4 4'-0" High SCALE: NTS 4 3,4Y OR 8'-O" M/N. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 51MP50N L5TA12 X4(1) 0.131 x 3" COMMON SEE TABLE FOR NAILING 1(0 13COM1 x 1x4 MIN. BRACING W/(3) 0.131 x 31/2" NAILS 6 INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5Pl'5 ON EACH SIDE OF STUD TO 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAILS 7" 0.131 x 3 1/2" R.5, O.G. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM COMMON MASONRY WALL) 1/2" GYP BD FLAT OR CATHEDRAL '. NOTE: CROSS BRACING 1 (I) SIMPSON LSTA12 ALL BLOCKING TO BE aaa EA. 5112E OF JOINT REPEATED 48" O.C. TYP. ATTACHED W/ able Section - For Gable Less Than 4'-0" High SCALE: NTS 4 3,4Y OR 8'-O" M/N. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 51MP50N L5TA12 X4(1) 0.131 x 3" COMMON SEE TABLE FOR NAILING 1(0 13COM1 x 1x4 MIN. BRACING W/(3) 0.131 x 31/2" NAILS 6 INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5Pl'5 ON EACH SIDE OF STUD TO OR L5TA12TRU55E5 SCHEDULE 6 SPLICE 3-10. 11 DOUBLE TOP .qe PREFAB ROOF TRUSS (T T f=) 4-0.131 x 3" STRAP 48" O.C. PLATE �,« _ NOTE: SEE TRU55 LAYOUT COMMON Z(2) TRU55 2x4 BLOCKING (I) SIMPSON LSTA12 1/2" CEILING GYP BD W/ 5d aaa EA. 5112E OF JOINT BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR (1) SIMP50N LTA2 CHORD 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED ° 1/2" TOENAIL5 0.131 x 31/2" NAILS (4 BAY OR 8 Ft FROM TO BOTTOM CHORD EACH END (UN,OJ EQUAL, DIAPHRAGM AREA (4 BAY EACH END, (0" O.C. MASONRY WALL) OF GABLE NEEDED FOR FULL UNO. CONTINUOUS F 1/2" GYP BD $-3 (For Illustration Only) SCALE: NTS NOTE: CROSS BRACING 4 8 MASONRY WALL APA RATED SHEATHING. SEE SEE NAILING ALL BLOCKING TO BE W/(I) #5 REBAR CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.G. TYP. COURSE ABLE B6PLIELOW o/ DOUBLE STUD CONDITION TRUSS (SEE INTERSECTING BLOCKING Expanded Blocking Information Diagram / JM PLAN) J © kD NO V' 5 Ln M Z CS -3 T TOP F�L,4TE M,4X APA RATED SHEATHING. SCALE: NTS APA RATED SHEATHING. 5EE NAILING SCHEDULE TABLE FOR ATTACHMENT. (U.N.O.) NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY 5C51) 2x4 "T" BRACE 0.131 x 3" COMMON SEE TABLE FOR NAILING 1(0 13COM1 x 1x4 MIN. BRACING W/(3) 0.131 x 31/2" NAILS 6 INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5Pl'5 ON EACH SIDE OF STUD TO OR L5TA12TRU55E5 SCHEDULE 6 SPLICE 3-10. 11 DOUBLE TOP .qe PREFAB ROOF TRUSS (T T f=) 4-0.131 x 3" SCALE: NTS PLATE �,« _ NOTE: SEE TRU55 LAYOUT COMMON Lk a 3-0.131 x 3" COMMON DOUBLE STUD 24" O.C. 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY aaa EA. 5112E OF JOINT 0:131 x 3 BY NEW CODE UPDATES r 4-0,131 x 3" 1/2" COM. „ 4'-0" 4'-0" WOOD R TRUSSES STUDS 16" o.c. COMMON ° 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d le0011111111111 w/ (2) 0.131 x 3 1/2" TOENAILS COOLER NAILS 7" O.C. OR GEN NOTE REVISED EACH END (UN,OJ EQUAL, DIAPHRAGM AREA (4 BAY OR 8 FEET FROM MA50NRY WALL) 2-0,131 x 3" NEEDED FOR FULL Gable Diaphragm Side Wall 3 F 2-0.131 x $-3 (For Illustration Only) SCALE: NTS o� •• ••, N N M APA RATED SHEATHING. SEE SEE NAILING _ZOujck,lzaFw zt^�OaE N J a jm�-OzZ NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCHEDULE TABLE STRAP EACH ATTACHMENT. U.N.C. 1( FOR ATTACHMENTS ABLE B6PLIELOW o/ DOUBLE STUD CONDITION TRUSS (SEE INTERSECTING BLOCKING EE LOWER STUD, / JM PLAN) J © kD NO V' 5 Ln M Z 2 _ TOP F�L,4TE M,4X APA RATED SHEATHING. / 2-0.131 X 3 1/2" COM v, _ w O N Q zLL n Q RE -ENGINEERED TRU55E5 24 O.G. SEE NAILING SCHEDULE 0 w u� ¢ �00 aLL W TABLE FOR ATTACHMENT. U.N.O. n - O c a /2" CEILING GYP BD W/ 5d Illly COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 cs . O; Z Ft FROM MASONRY WALL) (1) SIMPSON L5TA12 STRAP 48" O.G. (1) SIMPSON HETA20 j 5EE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. GABLE a. DETAIL (TYP) FLAT OR CATHEDRAL 8" MASONRY WALL W/(1) #5 SCALE NOTED 1/2" GYP BD REBAR CONT. IN KNOCKOUT COURSE "a NOTE: CROSS BRACING ALL BLOCKING TO BE REPEATED 46" O.C. TYP. Masonry Gable End GYP. S-3 SCALE: NTS SEE NAILING RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACHMENTS [APA 2x4 DIAGONAL ATTACHED U/(4) 0.131 x APA RATED L 1'-0" 31/211 NAILS e SHEATHING. 5 M4x INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT. U.N.O. (1) 51MP50N L5TA12 1/2" CEILING GYP BD W/ 56 COOLER NAILS 1" O.C. EACH END OF "L„ OR EQUAL, DIAPHRAGM BRACE AREA (4 BAY OR 8 ft FROM MASONRY WALL) 2x4, 2x6, OR 2x8 O.G. SEE FLOOR PLAN FOR SIZING OF PRE-ENGINEERED 5TUD5 TRU55E5 -S 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING @ ALL (1) 5IMP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE TYP. Frame Wall Gable End REPEATED 48" O.G. TYP. H S-3 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY 5C51) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAIL5 EACH SIDE �— 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAIL5 EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG os ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH 45 ENTRYWAYS 8 PORCHES NOTES: I. ALL RAFTER5 SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.G. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" 2X10 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 SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMPSON M5TA24 TENSION 5TRAP5 6 EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRUSS d THREADING THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT, 4, SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTER5 W/ 5PAN5 LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. 5. SECURE RAFTER5 TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d NAILS INTO RIDGE BEAM 8 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d d ((0) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L550.8 U/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTER5 WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD' FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAIL5 AT EACH END INTO TOP CORD. (I�Valley Set Attachment Detail $-3 SCALE: NTS KNEEUALL INSTALL 51MP50N LUS24 STUDS Q MIN. MIN, EA. SIDE OF THE CEILING JOISTS. J015T6 I(oll O.C. TO BE PER NOTE #1 �I ATTACH THE CEILING FRAMI WITH (4) 0.131 X 3-1/2" NAILS TO EA. STUD ALL AROUND PERIMETER. IF ABUTTING MASONRY USE P.T. 5YP #2 LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA. X 3" TAPCON5 @ 6" O.G. MAX. Typ. Frame Down Clg. T SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULETABLE FOR ATTACHMENT, U.N.O. N 142 mph MAX. S-3 OMPRESSION WEB SLOPING OR yo �o VERTICAL WHEN TRU55 & STUD ARE— ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRU55 4 STUD BELOW NO SPH4 15 NEEDED e TH15 STUD. 0.131 x 3" COMMON SEE TABLE FOR NAILING 1(0 13COM1 x 1x4 MIN. BRACING W/(3) 0.131 x 31/2" NAILS 6 INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5Pl'5 ON EACH SIDE OF STUD TO c.c. SCHEDULE 6 SPLICE 3-10. 11 DOUBLE TOP .qe PRE -ENG WOOD TRUSS (T T f=) 4-0.131 x 3" SCALE: NTS PLATE �,« _ NOTE: SEE TRU55 LAYOUT COMMON Lk a 3-0.131 x 3" COMMON DOUBLE STUD FOR ANY ADDITIONAL 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY aaa EA. 5112E OF JOINT 0:131 x 3 BY NEW CODE UPDATES r 4-0,131 x 3" 1/2" COM. „ DK/PK WOOD R TRUSSES STUDS 16" o.c. COMMON 6 16" oz. PT BOTT. :Uj le0011111111111 GEN NOTE REVISED PLATE 2-0,131 x 3" NEEDED FOR FULL �•.• 3 COMMON 2-0.131 x NAILING. IF STUDS ALIGN, o� •• ••, N N M 3 1/2" COM. 1 2-0.131 x 3 1/2" 40*0 _ZOujck,lzaFw zt^�OaE N J a jm�-OzZ cc G L7 xis-Q=Zw 0 O STRAP EACH t'iwzud w�pz¢~ V- 3 ABLE B6PLIELOW o/ DOUBLE STUD CONDITION TRUSS (SEE 1 EE LOWER STUD, / JM PLAN) J © kD NO V' 5 Ln M Z 2 _ TOP F�L,4TE R45TENER5 5-0,131 x 3 1/2" �~ COM. / 2-0.131 X 3 1/2" COM SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAIL5 EACH SIDE �— 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAIL5 EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG os ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH 45 ENTRYWAYS 8 PORCHES NOTES: I. ALL RAFTER5 SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.G. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" 2X10 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 SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMPSON M5TA24 TENSION 5TRAP5 6 EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRUSS d THREADING THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT, 4, SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTER5 W/ 5PAN5 LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. 5. SECURE RAFTER5 TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d NAILS INTO RIDGE BEAM 8 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d d ((0) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L550.8 U/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 RAFTERS. USE L5U26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTER5 WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD' FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAIL5 AT EACH END INTO TOP CORD. (I�Valley Set Attachment Detail $-3 SCALE: NTS KNEEUALL INSTALL 51MP50N LUS24 STUDS Q MIN. MIN, EA. SIDE OF THE CEILING JOISTS. J015T6 I(oll O.C. TO BE PER NOTE #1 �I ATTACH THE CEILING FRAMI WITH (4) 0.131 X 3-1/2" NAILS TO EA. STUD ALL AROUND PERIMETER. IF ABUTTING MASONRY USE P.T. 5YP #2 LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA. X 3" TAPCON5 @ 6" O.G. MAX. Typ. Frame Down Clg. T SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULETABLE FOR ATTACHMENT, U.N.O. N 142 mph MAX. S-3 OMPRESSION WEB SLOPING OR yo �o VERTICAL WHEN TRU55 & STUD ARE— ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT5/MT5) MAY BE BRACE (CLB) NAILED TO TRU55 4 STUD BELOW NO SPH4 15 UNBRACE WALL HEIGHT NEEDED e TH15 STUD. 1/2" CEILING NAILED TO OPPOSITESIDEAOF WEB GYPSUM BID TO PREVENT LATERAL MOVEMENT 8 SHOULD BE REPEATED a APPROXIMATELY 20' INTERVALS. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 1x4 MIN. BRACING W/(3) 0.131 x 31/2" NAILS 6 INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5Pl'5 ON EACH SIDE OF STUD TO V-0" BOTTOM PLATE 4 6IMP50N V-4" 5P2'5 ON EACH SIDE OF CLB Diagonal Brace a@ 20' Max Intervals Detail - STUD TO TOP PLATES, U,N,O." SCALE: NTS AREA �,« _ NOTE: SEE TRU55 LAYOUT RENDER VORTEX ENGINEERING, LLC, HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED FOR ANY ADDITIONAL 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY STRAPPING REQUIRED (1) M5TA30 AT EVERY UNBRACE WALL HEIGHT #2 5Y P 8'-0" 2x4 6 16" o.c. 8'-8" 2x4 6 16" c.c. V-0" 2x4 6 16" c.c. V-4" 2x6 e 16" o.c. 10'-0" 2x6 a 16" c.c. ALL RAT=TERS SHALL BE #2 SOUTHERN YELLOW PINE Q 24" O.G. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0" ---- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X10 15'-O" 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 PRODUCTS REFER TO 51MP50N'5 IN5TRUCTION5 # SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X SYP 01 AN[) SAME DEPTH AS RAFTER5 (PT AT MASONRY CONTACT). NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16 OC MAX. SPACING (*2 5YP MIND' . C, Enclosed, Exterior Frame Wall Table SCALE:NTS WHEN STUD IS NOT ALIGNED ° WITH A TRU55 WHEN °RUD565TRAP 15 NOT DIRECTLY ATTACHED TO STUD USE (1) SIMPSON 5PH4 OR SP2 TYPICAL HIDA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. ° REFER TO CONNECTOR NOTES FOR FRAME TO TRUSS CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS TOP PLATE FA5TENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 6 SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" Q 3" 0/C 0.131 x 3" 6 8" 0/C TDP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING 9 SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" a 6" 0/C 0.131 x 3" li) 8" 0/C Ii DOUBLE 0.131 x 3 I/2" COM. e TOP PLATE 16 o.c. 3-0.131 x 3 �-2-0,131 x 3 1/2" COM. I/2 "COM. g PT BOTT. PLATE 4 5TUD CORNER 51NGLE STUD CONDITION 14 .,- 4-16d COM.. 2-8d COM, UNLE55 NOTED 2-2"x4" W/I/2" PLYWD, OTHERWISE, AT A MINIMUM ALL SPACER NOTE: 2X4'5 UNSPECIFIED FRAME , MAY BE TURNED TO FRAME FLATWISE 50 NO CONNECTIONS SHALL SPACER 15 NEEDED. CONSIST OF (3) �16d COM. 6 S" o.c. 0.131"X3-1/2" END � 10d GOM. a 12" c.c. NAILS OR TOENAILS. 4-16d COM. *A 51MP5ON M5TCM 60 INT. HEADER (NON -SEARING) MAY BE SU55TITUTED FOR AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED CELL. General Wood Attachment Details 5 I -- SCALE:NTS PRE -ENGINEERS WOOD ROOF TRUSSES PLYWOOD TO EXTEND TO BOTTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD (16" O,C, MAX.) EMBED STRAP AT EACH TRU55 NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 51DE5 OF THE COLUMN 2. ALL NAILS PENETRATE Q LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 51/2'' LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA, X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION INTERIOR VOLUME AREA (1) 6IMP50N M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENTERE AT CORNER. MAY BE APPLIED OVER SHEATHING. —0.131 x 3" COMM. a 16" O.C. 51MP50N SP144/6/8 OR SIMPSON 5DWC15600 FROM STUD TO TOP PLATE 0.131 x 3 1/2" COM. 6 8" O.G. SIMPSON HTT4 W/ 5/8" DIA A.B.* SCALE: NTS I III\11 INH I \.i/ Nl.I/1 /� / 1/✓ ' �" •" '^' " (2) 2"x LAMINATIONS ATTACH w/ 0,131 x 3" R.S. NAIL5 STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT (3) 2"x LAMINATION5 ATTACH w/ (2) ROWS OF 0.131x3"R.5.NAIL5 @6" O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. (4) 2"x LAMINATIONS ATTACH w/ 51MP50N 5D525600 WOOD SCREWS STAGGERED @ 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS UIDER THAN 8" USE (2) ROWS a 6" O,C.. TVD. Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. SEE TRU55 MANUFACTURER'S TRU55 ENGINEERING CUT 5HEET5 FOR ADDITIONAL PERMANENT BRACING THAT MT' BE REQUIRED. 2 "T" BRACING MAT' BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS O\/ER a LEAST 90ro OF THE WE5. SCALE: NTS CONTINUOUS 204" 20'-01I SEE EXPANDED BOTTOM CORD BLOCKING BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRACE A5 REQUIRED BY BC51 z LLt a STRAPPING INFORMATION IN FIELD AND REPORT ANY DISGREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE son INTERIOR VOLUME CONTRACT ONLY. ANY CHANGES TO THESE 11 WITHOUT YNRITTEN APPROVAL OF VORTEX 0111000 AREA �,« �`• RENDER VORTEX ENGINEERING, LLC, HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED ��o♦� 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY ■ (1) M5TA30 AT EVERY BY NEW CODE UPDATES PRE-ENGINEERED REVISIONS OTHER STUD (32" O.G. FMAX.) FROM UPPER STUD ADDED 142 MPH SHEETS DK/PK WOOD R TRUSSES TO LOWER TOP PLATE, :Uj le0011111111111 GEN NOTE REVISED WRAP TOP PLATE AS NEEDED FOR FULL �•.• LU a 0 o 0 �zOQ w�-V)(Dw WmwE �0oa LLI NAILING. IF STUDS ALIGN, o� •• ••, N N M fi 40*0 _ZOujck,lzaFw zt^�OaE N J a jm�-OzZ cc G L7 xis-Q=Zw 0 O STRAP EACH t'iwzud w�pz¢~ V- 3 FROMU UPPER STUDETO o/ 111 TRUSS (SEE =wgVi,rr� =aa0 ''=E w W a��� N LOWER STUD, O JM PLAN) J © kD NO V' 5 Ln M Z nded Bottom Chord Attachment Details M w N SCALE: NTS I III\11 INH I \.i/ Nl.I/1 /� / 1/✓ ' �" •" '^' " (2) 2"x LAMINATIONS ATTACH w/ 0,131 x 3" R.S. NAIL5 STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT (3) 2"x LAMINATION5 ATTACH w/ (2) ROWS OF 0.131x3"R.5.NAIL5 @6" O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. (4) 2"x LAMINATIONS ATTACH w/ 51MP50N 5D525600 WOOD SCREWS STAGGERED @ 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS UIDER THAN 8" USE (2) ROWS a 6" O,C.. TVD. Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. SEE TRU55 MANUFACTURER'S TRU55 ENGINEERING CUT 5HEET5 FOR ADDITIONAL PERMANENT BRACING THAT MT' BE REQUIRED. 2 "T" BRACING MAT' BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS O\/ER a LEAST 90ro OF THE WE5. SCALE: NTS CONTINUOUS 204" 20'-01I SEE EXPANDED BOTTOM CORD BLOCKING BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRACE A5 REQUIRED BY BC51 z LLt a C ILI Lu m s k —C TDP & BOTTOM CORD GABLE ENE). BRACING 6 R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST S 3 SCALE: NTS (4) ROWS OF TRU55E5 NOTE: CONTRACTOR TO VERIFY ALL PIMEN51ONS IN FIELD AND REPORT ANY DISGREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE son PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT YNRITTEN APPROVAL OF VORTEX 0111000 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 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY ■ REVISIONS BY NEW CODE UPDATES oomms- REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK le0011111111111 C ILI Lu m s k —C TDP & BOTTOM CORD GABLE ENE). BRACING 6 R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST S 3 SCALE: NTS (4) ROWS OF TRU55E5 NOTE: CONTRACTOR TO VERIFY ALL PIMEN51ONS IN FIELD AND REPORT ANY DISGREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT YNRITTEN 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 5PECIFICATION5 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 LU a 0 o 0 �zOQ w�-V)(Dw WmwE �0oa LLI �11 u 04z W wzc� �'z�Y0 N N M fi 40*0 _ZOujck,lzaFw zt^�OaE N J a jm�-OzZ cc G L7 xis-Q=Zw 0 O —' OWC t'iwzud w�pz¢~ V- 3 zo~QO zw w0 Q U W CC LL z Ln xuu w0ZLLI n ma<z wz >� J wGas Q Z Q =wgVi,rr� =aa0 ''=E w W a��� N 0m u o � O JM J © kD NO V' 5 Ln M Z w �- N M N IN —J ONW H 00 M M w N OWN Z = r p v, _ w O N zLL n Q . w Z (yi 0 0 w u� ¢ �00 aLL W vi Z n - O c a Illly cs . O; Z DATE 03 -OS -18 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 5�-142 �- DBL. 2 x 4 TOP PLATE 51MP50N SPH4 6 EACH 5TUD TO TOP PLATE WALL CONNECTION W/O WINDOW NOTES: 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM 5TRAP TO TOP 4 BOT. CORD OF TRU55. 51MP5ON L5TA30 w/ 22 -106 NAILS - 24" O.C- MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a 5EAM5 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (5EAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3, ALL WALL5 TO BE CONSIDERED SHEAR RE51STING COMPONENTS SEE ELEVATION --- PAGES --PAGES FOR SOFFIT d FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL s� ELEVATION5 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTOR5 IN LIEU OF 5PN4 CONNECTORS 5HOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP50N 5101'5 ON EACH 51DE OF 5TUD TO BOTTOM PLATE 8 51MP50N 5102'5 ON EACH 51DE OF 5TUD TO TOP PLATES, U.N.O." ENGINEERED ROOF TRU55E5 ' ,@24" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PN4 a 16" O.C. EACH STUD (12) 106 NAIL5 EACH, GYP. BOARD RETURN INSULATION PER WINDOW 51LL CAULK Q WINDOW COMMUNITY 5PEC5 OR ENERGY CALCS 1/16" APA RATED SHEATHING 2 x 4 SILL MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" T8G GLUED W/ CON5TR. ADHESIVE e NAILED SEE 5GHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOL) FLOOR TRU55E5 24" O.C. 2 x 4 50LE PLATE 51MP50N C516 OR 51MP50N M5T436 e 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 J015T (INSET) 2x4 FLATWI5E VERT. BLOCKIN 51MPSON HETA20 32" O.C. IF A5 NEEDED TO ACHIEVE FULL ATTACHED TO RIMJ015T5. e24" O.C. NAILING IN 5TRAP5. MAX IF ATTACHED TO FLOOR 2x4 02 5YP RIM w/ (5) 0.131 xTRU55E5 3 1/2" NAILS EA. TRU55 J015T 'Qk 1/2" CEILING GYP. BOARD SEE (INSET) NOTE ON N-1 PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ. SEE TRU55 LAYOUT FOR STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER 6 OPENINGS 8" CONG. K.O. BLOCK BOND BEAM POUR SOLID W/ I - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 5IZE5 WIND RESISTANT PRE-CA5T CONC. SILL 4" HIGH CONC, BLK. 8" CMU PER ASTM -C 90, 1900 1051 MIN. W/ TYPE M OR 5 MORTAR PER ,ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER F5CR 103.1.2 PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK 5TRIP WINDOW SILL - CAULK 6 WINDOW B -1/2" GYP5UM BOARD 4"GONG. 51-45, SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 5IZE5 $ MORE INFO. A Typical Two Story Wall Section $ 4 SCALE: NTS �-- DBL. 2 x 4 TOP PLATE 51MP50N 5PN4 6 EACH 5TUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGE5 FOR SOFFIT & FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOI' PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 5IZE5 INSULATION PER COMMUNITY 5PEC5 OR ENERGY GALLS 7/16" APA RATED SHEATHING NAIL PER 5CHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO BLOCK GOUR5E5 WITH 2-#5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) 15 LE55- THAN OR EQUAL TO (o' -(o" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-#5 5AR5 CONT, IN LIEU OF THE DOUBLE COURSE SHOWN IN TH15 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" CONG. K.O. BLOCK BOND — BEAM POUR SOLID (2500 P51) W/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 5IZE5 WIND RESISTANT PRE -CAST CONC. 51LL 4" HIGH CONC. BLK. 8" CMU PER ASTM -C90, 1900 P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/8" CEMENTITIOU5--- FINI5H PER FBCR 103.1.2 SEE ELEVATION PAGE5 FOR ROOF COVERING 8 SHEATHING DETAIL seg ELEVATI ENGINEERED ROOF TRU55E5 624" O.C. MAX. SEE 12 I ELE / INSULATION BAFFLE INSULATION PER COMMUNITY CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANGIE5 5PEC5 OR ENERGY CALCS WORK, THESE PLANS ARE THE PROPERTY OF 1/2" GYPSUM CEILING BOARD RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY HURRICANE ANCHOR 6 EACH PLANS, REGARDLE55 OF WOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX TRU55 SEE TRU55 LAYOUT FOR EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX STRAPPING INFORMATION RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, DBL. 2 x 8 5YP TOP PLATE W/ PARTIES IN THE PROJECT. IF BOUND 5IMP50N 5PH8 'a 16" O.G. EACH PLANS, THEY SHOULD BE READ CAREFULLY STUD (12) 10d NAILS EACH. REVISIONS BY GYP. BOARD ° ' RETURNLL \`.a+�'........•.3j�j� ,� �• • .. • • 2 DK/PK REVISIONS uj ADDED 160 MPH SHEETS Lu • ' �. ' zz U) �i �%, •••... • ' �'0///1111111 • e� `` WINDOW SILL CAULK ,@ WINDOW 1 0 2 x 8 SILL F-ZQ w0 -'D OwLLO ?zZa i� w m= Q O Q a D W d -2X FRAME WALL SEE TABLE O n A� �$az = �Z� "N" ON SHEET 5-3 FOR wZo� 0 >am¢ za �w rz00 O2zJ Vl M w SPACING. 1/2" GYPSUM BOARD t�iw2uP W�O�O4 u- ;-jQ Lu INSTALL 1/2" DIA. x,5" "J" BOLTS & W45HER5 W/ 5" IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP50N 5PH8 2x8 PT SOLE PLATE IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER 61 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE 1 x P.T. BUCK STRIP WINDOW 51LL - CAULK a WINDOW 1/2" GYP5UM BOARD 4"GONG. SLAB. SEE FOUND. PLAN a_ a$ FOOTING SEE d FOUNDATION PLAN FOR SIZES 8 MORE INFO. rc---jypical Two Story Wall Section �W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANGIE5 TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF WOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC,, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK ce x o o Q LW Z W F-ZQ w0 -'D OwLLO ?zZa i� w m= Q O Q a D W d w gz'uLn = LA O n A� �$az = �Z� N wZo� 0 >am¢ za �w rz00 O2zJ Vl M w zz 2z LA ¢Qo zn; 0w3 t�iw2uP W�O�O4 u- ;-jQ Lu oFca�O U-1 Lu pC LL U�wv zowwF W Q Q o w w � z Q Z Q Lu * aimamww Vi - Qua u M C Ln uj Z cn M fV c- en .a -P 00 �H wUJ -l00t,0 3Ln N o 4 V Zq I.L n '< W W LL,F- l� I (� J XQ�� Lu a" C- H VN a O k > 0 u ) 0 --Il Lu DATE SCALE NO%ED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 54 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NOTE: THESE PLANS ARE THE PROPERTY OF PECKING RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX "AT 2X6 WALLS USE 5PH6 EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-59 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 CONNECTORS IN LIEU OF PLANS, THEY SHOULD BE READ CAREFULLY 2"X4" PANEL BLOCKING 6 48" 0/G REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS 5PH4 CONNECTORS SHOWN. ADDED 142 MPH SHEETS FOR THE FIRST &'-0" OF END WALL ---2ND FLOOR FRAMING ADDED 160 MPH SHEETS DK/PK REVISIONS AT 2x8 WALLS USE 5PH8 GEN NOTE REVISED FROM EA. END. (TYP) TOP $ BOTTOM REVISIONS ADDED CROSS STRAPPING DET'L DK/PK CONNECTORS IN LIEU OF 5IMP50N 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE CHORD ATTACHED W! (2) 0.131" X 3 1/2"51MP5ON G516 OR MSTA36 STRAP Uj wgU, N00 d "oaZ 5PH4 CONNECTORS SHOWN. STUD WITH 12-10d x 1 1/2 COMMON TOE NAILS 6 32" O.G., EVERY OTHER Baa *R`m4`-oz GC Z INaszw 0 O y. FOR WALLS LARGER THAN NAILS. rJ LL EACH STUD m¢ z z w Z 3 w= 'j w�a p w4j2:y F- Q Q San's Uj WLw U1 LIJ �m n �a< V: 2x8, USE 51MP5ON SP1'5 ON o a a JM Jj (� Ln EACH 51DE OF STUD TO H Z00 LU p 000 M W N !- H q* Z 0 BOTTOM PLATE f 5IMP50N FOLLOW TABLE BELOW ('Cj Z LL. r�, Q Y Z M O tY 00 D LL. x Q W 61=2'5 ON EACH 51DE OF FOR APPROPRIATE STUD TO TOP PLATES. U.N.O." SPACING 4 51ZE OF N g LOOK JOIST -SEE FRAMING PLAN WALL STUDS. 5TUD5 SHALL BE INSTALLED -a 0 WEEP SCREED INSTAILED PER MAX. 16" O.C., SEE oo I><I MANUF, LLI DATE P3_27 -IS SCALE N07ED DRAWN MK/PDK JOB SIMPSON HETA20 32" O.C. MAX. 2x4 5.Y.P. 02 RIBBON 2"X4" CROSS BRACE W/4-I0d e EA. FLOOR 40" O/C FOR THE TRUSS. 15T 2'-0" OF END WALL G516 OR MSTA 36 W/ (4) 0.131X3 1/2" e EA. END 32"O.C. (36" LONG) INTO 2"X4" BLOCKING FROM EA. STUD TO ' (2X12) WOOD BLOCK OR FLOOR J015T DECKINCz 2x12 5YP2 WOOD 3-0.131 x 3 1/2" 6 EA. BLOCK BETWEEN JOINT SIDE. 21IX4" PANEL BLOCKING FLOOR J015T WITH 5-16d TOENAILS. HETA20 32" O.G. ON TWE e 48" 0/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-0" OF END WALL FROM EA. END. (TYP) TDP 0516 OR BOTTOM CHORD ATTACHED EQUAL H UD,M5TTO TU EQUAL AT EACH STUD, t0 STUD NOTE: W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N75-3 FOR STUD INFORMATION BLOCKING. JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON 714E PLAN SET, OR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH 70 BE EQUAL TO OR GREATER THAN "H" g ALT. Frame/Masonry Connection #1 FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE S-5 SCALE: NTS NOTE: BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING A5 ApD 2X4 BLOGKINCx 0,131"x3-1/2" TOENAILS DELINEATED M5T,43ro OR G51ro OR AT EACH END TYP. ELSEWHERE IN PLAN T PLATEADE NOTE: 2"X4" CRO55 BRACE HETA20 WHICH 15 NOT (DMOUBLE CP 5YP) AT 2x6 WALLS USE 5PH6 48 0/C FOR THE ALICxNED W/ TRU55 VERT. PROVIDE A MINIMUM 2 PLY END STUD AT CONNECTORS IN LIEU OF 15T 2'-0" OF END WALL WEB U51NCa 2-0.131" X 3 1/2'' EACH END OF 5PH4 CONNECTORS SHOWN, W/ (4) 0,131X3 1/2" EA. END TOENAILS la EA. END. SEGMENT AT 2x8 WALLS USE SPH& INTO 2'1X411 BLOCKING CONNECTORS IN LIEU OF INSTALL 6IMP60N 0516 CRO55 STRAPS WITH (1) 5PH4 CONNECTORS SHOWN. 0.131"x3-1/2" NAIL AT EAC FOR WALLS LARGER THAN FULL DEPTH PASSING STUD AND 2x8, USE 6IMP50N 5P1'5 ON BLOCKING BLOCK,WITH EACH SIDE OF SCUD TO SHEATHING EDGES 2x 5TUD5 W/ (3) 0.131"x3-1/2" 16" AT ENp T D.C. TOP AND BOTTOM BOTTOM PLATE SIMPSON TOENAILS EA. END PLATES/END STUDS. 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O. 2:�„ FLOOR CONSTRUCT WALL � STRAPS SHOULD BE DIAGONAL AND AT 45 SIMPSON 5PH4 t0 2"x4" PANEL BLOCKING 48" O.C. FO 0 JOIST AS WITH °AD UPLIFBEARING " DEGREES OR LESS IN RELATION To EA. STUD TOP '_ " THE FIRST 2 0 OF END WALL FROM EA. (TYP) C/5-1. LU HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. SIMP60N HT74 OR 1/2" DIA NUT EQUAL AT EACH END OF SEGMENT z W/ MIN. 1-1/4" DIA x 1/6" *�" WHEN CRO55 BRACE ANGLE w WASHER GREATER THAN 45° EXTEND PANEL 1/2° DIA ALL FOLLOW TABLE 00 BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD 18 OVER A vr' DIA - /z°DIA SPACING e 51ZE OF VOID SPACE INSTALL SOLID 2x COUPLINri WALL STUDS. STUDS anlcuoR BOLr SHALL BE INSTALLED.00 JOINT BLOCKING BELOW, A.B. EXTENSION DETAIL a MAX. 16" O.C. COUPLER NUT INSTALL 5/8" THREADED ROD IN SIMPSON SET DIA. 1/2 J -BOLTS 2"x4" CRO55 BRACE a 48" O.C. FOR EPDXY OR EQUAL OR WITH 51MP5oN SET EPDXY, 5 THE let 2'-0" OF END WALL W! (2) 10dx3" WITH (o" MIN EMBEDMENT, AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 EMBEDMENT a 24" 'EA. 2X4 RIBBON w/ 3-16d x4 ENp INTO 2"" BLOCKING. (ANGLE NOT TO EXCEED 45°) SEES WHEN AtTaSCIuWALLBOARD,i1nER : ,' EA. TRU55.** WHEN ANGLE IS GREATER THAN 45°, DISTANCE IS CMU WALL SEE FLOOR TRU55E5 2X BOTTOM PLATE WITH l4)J NAILS AT 7 O.C. OR *6 X I-1/4" 5CREW5 6" O.C. CRO55 BRACE Q 48" O.C. FOR THE let 4'-0" OF END WALL. LESS THAN 2'-0" THE FIRST BAY FLOOR PLAN FOR TYP. MORE INFO. NAILS AT EACH PA551NG ALONG EDGES AND 12" O.G. TRUSS OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING 15 OTHER THAN PARALLEL TRUS5/RIM J015T GYPSUM SEE NAILING AT 4" O.C. ALL NAILS TO BE SCHEDULE AT 0/52. 0.131"x3 -I/2" MIN. TYPICAL. SEEN'/5-3 FOR STUD INFORMATION 5IMP50N A35 ANGLE REFER TO TYPICAL 2-5TOR W/ 12-5dX 1 1/2" WALL SECTION FOR NAILS EA, STUD TO INFORMATION NOT SHOWN TOP CHORE) Cross Strapping Detail � ALT. Frame/Mason Connection #2 E Floor Truss Parallel To Br .Wall A 2X4 BEARING S-5 SCALE: NTS 3-5 SCALE: NTS S-5 SCALE: NTS WALL W/ STUDS .0 16" O.C. 1/16 APA RATED WOOD SHEATHING `�S1IIIIIf/�, STUUp 5PH4 EA NOTE: NOTE. `������� • ,� '� J�/V/e';r. USE SPH6 POF GOCOWALLS NNENE GTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU ENGINEERED ROOF PRE-ENGINEERED PRE-ENGINEERED ROOF 7Ru55E5 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. 5PH4 CONNECTORS SHOWN. TRU55E5 624" O.C.'- Y z FLOOR JOIST AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE SPH& �. ;,z 0 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF .. o .. � � 5PH4 CONNECTORS 5HOWN. 5PH4 CONNECTORS 51WOWN. i®"Oen FOR WALLS LARGER THANFOR 2x8, USE 6IMP50N 5P1'5 ON INSULATION PER ENERGY GALLS WALLS LARGER THAN 2x8, USE 5IMP50N &P1"5 ON INSULATION PER ENERGY CALLS . J` •. ''ss /) •••.......••'� `�� CEILING BOARD PER ARCH. EACH 51DE OF STUD TO BOTTOM PLATE 8 SIMP50N 1/2" GYPSUM CEILING BOARD EACH 51DE OF STUD TO BOTTOM PLATE f 5IMP50N I/2" GYPSUM CEILING BOARD f 111011® PLANS 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR Q EACH TRUSS 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRU55 STUD TO TOP PLATE5. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION 2X4 BLOCKING w/ HTSW/ 1 3-0.131 x 3 1/2" RS. EA. TRUSS TOTE NOTE: "AT 2x6 WALLS USE 5PH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE 50 TTOOM MPLAA TOENAILS BO PRE-ENGINEERED CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 2x4 SOLE PLATE PROVIDE (2) 16d SPH4 e EA. STUD PROVIDE PLATE 6d 5PH4 6 EA. STUD HANGER PER TRUSS MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH5 COM @ EACH TRU55 I/2" GYPSUM COM e EACH TRU55 I/2" GYPSUM CONNECTORS IN LIEU OF H Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 5IMP50N C516 W/ MIN (22) IOd COMMONS (12 MIN. EACH END) 3/4 TSG GLUED W/ CONSTR. ADHESIVE 5IMP50N C516 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" TIG GLUED W/ CONSTR. ADHESIVE "O" S-5 2x8, USE 5IMP50N 5PI'5 ON 105# MAX Is 24" O.C. MAX OR NAILED SEE SCHEDULE DETAIL "O„ 1105 MAX -s 24 O.C. MAX OR e NAILED SEE SCHEDULE DETAIL SCALE: NTS EACH SIDE OF STUD TO BOTTOM PLATE SIMPSON EACH STUD WRAP UNDER TOP ON SHEET 5-2 EACH STUD WRAP UNDER TOP ON SHEET 5-2 5P2'5 ON EACH SIDE OF PLATE (IST FLR) PRE ENGINEERED WOOD PLATE (1ST FLR) PRE ENGINEERED WOOD EXTEND SHEATHING t0 STUD TO TOP PLATES. FLOOR TRUSSES 24" O.C. FLOOR TRUSSES 24" O.G. 2nd FLOOR BOTTOM OF BEAM OR U.N.O." 2x4 02 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) 2x4 12 5YP RIM w/ (3) 16d NAILS EA. TRUSS JOIST (INSET) WALL GIRDER 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2x BEARING WALL W/PROVIDE (3) 0.131 X SIMPSON MT516 5TUD5 16° O.C. 3-1/2" TOE NAILS AT EACH FLOOR TRUSS PRE-ENGINEERE 7/16 APA RATED RE -ENGINEERED FLOOR TRU55 TO WALL BELOW 1/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.C. MAX. I!2" GYPSUM CEILING BOARD W/ KNOCK - FLOOR TRUSS ��-WOOD SHEATHING FLOOR TRUSS DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE '1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-0,131 x 31/2" TOENAILS D 2X TOP TE 5PH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 5IMP50N 6PH4 EA, END 16L (P NAILS EACH 6 16" O.C. w/ (12) 106 NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH III FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT a 24" 'A 1/2" ANCHOR BOLT a 24" x 31/2" NAILS D.C. W/ NUT 8 2" SQUARE O.G. W/ NUT 4 2" SQUARE 5IMP50N G516 SIMPSON C516 EA. STUD PT 2X BOT. PLATE w/ BY 1/8° WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) l,ad COMMONS (11 To BASE OF 2x4 RIBBON BELOW 6IMPBON NT816 SIMPSON 5PH4 v EA. STUD w/ (10) 10d NAILS SIMPSON 5PH4 s EA. STUD w/ 11 D) 10d NAILS MIN. EACH END) EA.7Ru55 EACH 4"GONG. SLAB. SEE EACH 4"GONG, SLAB. SEE A' FOUND. PLAN FOUND. PLAN BEAM / GIRDER SIMP50 HETA20 REFER TO TYPICAL 2 -STORY WALL TYP. LOAD SEARING WALL V. 2x BOT. PLATE PRE-ENGINEERED SECTION FOR INFORMATION NOT W/UPLIFT Qa' oa FOOTING SEE FOUNDATION Qa FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRU55 CMU WALL SHOWN • PLAN FOR SIZES 1 MORE INFO. tl PLAN FOR SIZES 8 MORE INFO. NAILS e 6" O/C a a. a r, Cantilevered Floor Truss Over Wall S-5 SCALE:NTS T ical Two Stor Interior Bearin Wall Section T ical Two Story Interior Bearin Shear Wall Section F Second Floor Frame Connection Girder A a S-5 SCALE: NTS S-5 SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 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 EXPRF-59 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK LU z0, w�aUja LLJ Uj wgU, N00 d "oaZ w o�cdo C'<Z pC C4 N M U =�Zz O�z ti F_ >_w Baa *R`m4`-oz GC Z INaszw 0 O y. "J y,WS W W WLL Zu,wzxp a rJ LL ww�0 m¢ z z w Z 3 w= 'j w�a p w4j2:y F- Q Q San's Uj WLw U1 LIJ �m n �a< V: o a a JM Jj (� Ln LLi H Z00 LU p 000 M W N !- H q* Z 0 L ('Cj Z LL. r�, Q Y Z M O tY 00 D LL. x Q W N g OIN. a 0 U) LLI DATE P3_27 -IS SCALE N07ED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 5� DRYWALL OVER FUf BLOCK lL II/16x11/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW— PER PLAN) -- COMPOSITE WINDOW SILL SQUAREDDETAIL EDGES Ix6 TRIM BEAD BOARD PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) -- LINE OF WALL BELOW LINE OF TRIM _______ BELOW —---------- __ COMPOSITE WINDOW--ZPLAN SILL EAD SILL ELEVATION LINE OF WALL TRIM BELOW __47 (NICHE LINE OF CA51NG PER PLAN) = _—_ ____-- DRYWALL FINISH BELOW __ OVER FURRING ON COMP061TE WINDOW BLOCK WALL SILL PLAN WINDOW STOOL W/ TRIM AND BEAD BDr PLAN SPECIFIC PER PLAN SCALE: I'- r-0' TE WINDOW DETAIL 2 1/4' DOOR CASING l"366J DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: I'- I' -V 8" W. CORIAN TEMP. GL. ENCLOSURE SHIM A5 1'-4" TILE FIN15H ROUTER REO'D. 2x 5TUD5 (PER RES15TANT SHIM AS ��-�" 3 I/4' BASE BD. 1" DRYWALL REQ'D. 2x6 WALL 3 1/4' BASE BD. 36' OR 42" 0366) 36' OR 42" SECTION HIGH PER PLAN - INVERTED 2 I/4' 1" 2x4 STAIR KNEE INVERTED 2 1/4" 1" DETAIL NM DOOR GA51NG 0366) Ira DOOR CA51NG 0366) *p 2x STUDS (PER STp. 2x STUDS (PER StO. PLAN) BASE PLAN) BASE CABINET 1/2' DRYWALL CABINET U2'DRYWALL 3 1/4' BASE BD. 3 1/4' BASE BD. (#366) QUARTER QUARTER ROUND ROUND CALI. TOP HIGH BAR TOP SCALE: 1/2' - I'-0' SCALE: 1/2" - I'-0' 8" W. CORIAN TEMP. GL. ENCLOSURE CAP 22066` TILE FIN15H ROUTER OVER WATER 2x 5TUD5 (PER RES15TANT PLAN) WALL 5D. 3 I/4' BASE BD. 1" DRYWALL SHOWER (0366) 2x6 WALL 3 1/4' BASE BD. 36' OR 42" 0366) 36' OR 42" SECTION 1/2' DRYWALL BELOW CAP -8' W. CORIAN CAP -TILE FIN15H OVER WATER RESISTANT WALL BD. SHOWER BATH 4HOWEPR SIDE PLAN SHOWER SOW WALL SCALE: 112' - 1'-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE 8" W. CORIAN CAP i" 2x STUDS (PER STD. PLAN) 2" VAINTY CABINET 3 1/4" BASE BD. (0366) VANITY LOW WALL SCALE: 1/2' : I'-0' �IFY TOP (WINDOW PER PLAN) COMP051TE WINDOW SILL SQUARED DETAIL— EDGES INVERTED 2 1/4" DOOR CASING (036(o) DRYWALL FIN15H OVER FURRING ON BLOCK WALL SILL (WINDOW PER PLAN) LINE OF WALL SILL BELOW CT 1/2' OUT EIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW - SCALE: 114' =1'-0' ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYPr WINDOW STOOL DETAIL SCALE: 1'- 1'-0' TE WINDOW DETAIL .,�21/4' DOOR. CASING ( "366 ) FLOORING / 5,45E 50ARD NOTE: WHEN TILE FLOOR 15 SELECTED ONLY 15,45E 50,4RD 15 1N5T,4LLED. WHEN WOOD FLOOR 15 SELECTED 5,45E 504R0 AND 5N0E t` OULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB lBl-PAS° DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FIN16H OVER 2x WALL (SEE PLAN) 1/2" 2 1/4' DOOR CASING (366) HELD OVER 1/2" PLAN TYP. BI -PASS DRS. CASING DETAIL SCAI.E: I' =14, MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER f LAP SLAB STEP AND C DRYWALL TRANSITION 3 1/4' BASE BD. (036(o) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' I'-0' NOTE: DF ,AWiNC�S ON 11"x17 51-4EET WILL. 5E ONE 1- ALF THE 5CALE NOTED 5 1/4' CROWN � (#45) 5 1/4" CROWN SCALE: 1': r -m' Ix8 ROUNDOVER W/ WHITE PINE 22066` ISSUED ROUTER 1/2' DRYWALL 07-07-16 1/2' DRYWALL 31/4' BASE BD. 3 I/4' BASE BD. (4366) 2x6 WALL (0366) 2x6 WALL Ir 36' OR 42" 36' OR 42" �. ` HIGH PER PLAN HIGH PER PLAN KNEE 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE; r : 14' (x10 ROUNDOVER W1 ROUTER WHITE PINE 22066` ISSUED 0 1/2' DRYWALL 07-07-16 31/4' BASE BD. 11-02-16. (4366) 2x6 WALL Ir 36' OR 42" �. ` HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN WALE: I`00' TRIM DETAILS x w �rri�r�rrrrro�r��rrr TRIM • nxE • TYPICAL TRIM DETAILS • SHEET • NO CO 22066` ISSUED 0 a~ 07-07-16 10-05-16 11-02-16. 104 CON R Ir I LL �. ` cc Q • F0 0 � NM Ira *p jj �rri�r�rrrrro�r��rrr TRIM • nxE • TYPICAL TRIM DETAILS • SHEET • `JC18 NUMBER CAD FILE 22066` ISSUED 06-16-16 RENSED 07-07-16 10-05-16 11-02-16. �rri�r�rrrrro�r��rrr TRIM • nxE • TYPICAL TRIM DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MAR., FLORIDA 34677 813.925.1300 TEL 813. 925 . 1800 FAX W'WW.DAVIME'WSZOM TAMPA No ]DENVER ---� EST. 1994 r a• • - �rri�r�rrrrro�r��rrr TRIM • nxE • TYPICAL TRIM DETAILS • SHEET • GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT REQUIRED. ?'C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION A5 5 1/4" LANDING TREAD LJ -8090-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" I `— SELECT 2 1/4" STRIP FLOORING -7 STRIP FLOOR LJ -8090-5 OAK— _...........� 5 1/4" LANDING LJ -4042---" TREAD NEWEL POST RAILING LJ-8010MRI OAK TREADS LJ-8010MR2 L LJ-8010MRI OAK TREADS SEE GENERAL STAIR NOTES OAK TREADS- RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHDI-X%..ix STAIR FLOOR PLAN N.T.5. �, CUT THRU-. WALL �4 5 -TURN LJ -5015 WOOD--- -ter BALUSTERS (3 PER TREAD) LJ -8095 OAK LINEAL COVE MOULDING BASE --- —`r PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 SKIRL 50ARD 4 STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIN-MG2KNUC44 WROUGHT IRON BALUSTERS LJ -4040 NEWEL P05T LJ -4040 LJ -1021 NEWEL STANDARD - 42" H. ROSETTE 46 ; KNEEWALL�F BOARD PLATE (3 PER TREAD) (OPT. LJ -6010 LJ -6010 A5 APRON RAILING BOARD LJ -4040 RAILING SHOWN) MPOULD STANDARD - LJ-8014MR1 — TREAD FOR CARPET MOULDING (OPT. LJ -8010 5ERIE5 NEWEL POF Ix6 PAINTED BASE BASE GAP MOULD 1x8 PAINTED TOP RAIL R16ER LiH-HOL50144 LJ-8010MR1 BALUSTERS AT STAIRS OAK TREAD PLATE LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER 2 - KNUCKLES AND EQ, 5PACED) 3 1/4" BASE BD. BALUSTER PROFILES BALU STE R INSTALLATION DETAIL N.T.5. STAIR DETAILS LJ -1011 LEVEL QUARTER TURN AS APRON LJ -1011 LEVEL N.t.S. DESIGN GROVP -- LJ -4042 QUARTER TURN 150 STATE STREET EAST OLDSMAR, FLORII7A 34677 NEWEL LJ -4045 813. 925.1300 TEL I" MIN. HOLE DEPTH FOR LJ -4040 813.925.1800 FAX P05T NEWEL P05T BALU5TER5 IN TO HAND WWW.DAVIISBEW&COM NEWEL RAIL (KEEP HOLE TAMPA • nENVElt- P05T _D n n EST. 1994 oz.s.. -- OPT. LIN-MG2KNUC44 EACH BALUSTER) WROUGHT IRON BALUSTERS PAINTED BASE "� ROSETTE 36" H. RAILING PLATE LJ -6010 1x12 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ -5015 WOOD — BALU5TER5 LJ -6010 RAILING BASE (3 PER TREAD) _ MOU D STANDARD - LJ-8014MR1 Ix12 SKIRT TREAD FOR CARPET BOARD (OPT. LJ -8010 SERIES LJ -4042 TREAD SHOWN) LJ -8095 OAK 1x8 PAINTED LINEAL COVE — RISER MOULDING LJ-8010MR1 BASE OAK TREAD PER TM LEVEL NEWEL POST 00, 3 1/4" OR 5 1/4" LJ -4042 NEWEL POST 2 EA. - LJ -3016 RAIL AND P05T FASTENER GENERIC SWITCH BACK STAIR D ETAI L N.T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT REQUIRED. ?'C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION A5 5 1/4" LANDING TREAD LJ -8090-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" I `— SELECT 2 1/4" STRIP FLOORING -7 STRIP FLOOR LJ -8090-5 OAK— _...........� 5 1/4" LANDING LJ -4042---" TREAD NEWEL POST RAILING LJ-8010MRI OAK TREADS LJ-8010MR2 L LJ-8010MRI OAK TREADS SEE GENERAL STAIR NOTES OAK TREADS- RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHDI-X%..ix STAIR FLOOR PLAN N.T.5. �, CUT THRU-. WALL �4 5 -TURN LJ -5015 WOOD--- -ter BALUSTERS (3 PER TREAD) LJ -8095 OAK LINEAL COVE MOULDING BASE --- —`r PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 SKIRL 50ARD 4 STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIN-MG2KNUC44 WROUGHT IRON BALUSTERS LJ -4040 NEWEL P05T LJ -4040 LJ -1021 NEWEL R06ETTE POST Ixl2 SKIRT Ix6 PAINTED BASE BOARD PLATE (3 PER TREAD) 3 1/4" BASE LJ -6010 A5 APRON RAILING BOARD BAASE SUB TREAD MPOULD STANDARD - LJ-8014MR1 — TREAD FOR CARPET MOULDING (OPT. LJ -8010 5ERIE5 o TREAD) BASE GAP MOULD 1x8 PAINTED TOP RAIL R16ER LiH-HOL50144 LJ-8010MR1 BALUSTERS AT STAIRS OAK TREAD LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLN05E 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 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH 51DE5 OF STAIR, THE TREADS ARE OAK WITH PAINTED R15ER5. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE 511DE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL5 - WALL MOUNT OR PALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECE55ARY. M05T JUR15DICTIONS 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 NEWEL5. 8. FINISHES - ALL OAK HAS CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. —FULL T. WALL xx TREAD LJ-8010MR2 CARPET STARTS TREAD AT THI5 RISER RAILING FULL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.5. SECTION ixV" CUT THRU WALL 5 -TURN LJ -5015 WOOD-- BALUSTERS OOD--BALUSTERS (3 PER TREAD) LJ -8095 OAK LINEAL COVE MOULDING 1x12 SKIRT BOARD LJ -6010 RAILING \�OULP BASE M STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) BASE — Ix8 PAINTED PER TM LEVEL RISER 3 1/4" OR 5 1/4" Ix12 SKIRT LJ -1040 / 1045 BOARD TURNOUT LJ -3009 LJ -4010 BRACKET NEWEL P05T LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL - 2x STUD WALL w/ LJ -1021 DRYWALL FIN. R06ETTE P05T LJ -5015 WOOD LJ -6010 36" H. BALUSTERS 5A5E CAP (3 PER TREAD) MOULD 3 1/4" 5A5E -1x12 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD LJ -8095 OAK P05T Ix12 SKIRT BD. LINEAL COVE BASE LJ -8095 OAK MOULDING CAP LINEAL COVE Ixl2 SKIRT BD. MOULD MOULDING BASE GAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO VIXE LJ -404 42" H. LJ -1021 NEWEL RAILING R06ETTE P05T �MM LJ -6010 36" H. J ILW RAILING RAILING gid• LJ -5015 WOOD 3 1/4" 5A5E BALUSTERS AS APRON (3 PER TREAD) LJ -6010 RAILING NEWEL 2 WOOD TREAD co Q,1. P05T Ix12 SKIRT BD. 0a BASE LJ -8095 OAK 11C CAP LINEAL COVE SCROLL TO BE �. MOULD MOULDING PARALLEL TO PER PLAN BASE PER TM LEVEL TOP RAIL 3 1/4" OR 5 1/4" LiH-HOL50144 TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS (PLAIN) N.T.5. N.T.S. 3/4" MIN. HOLE DEPTH— FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING —\ LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL W Ln W lin � h (P h C r— h b- LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES Lo N.T.S. x cd L" NW M Nh It MM W �MM �` J ILW 1. L gid• 0 0 c 02-18-15 05-26-15 06-29-15 -' 00 M a LJ -6010 RAILING oe co Q,1. LJ -5015 LIH-HOLIBA51<44 LIH-HOL25A5K44 LIH-HOLIKNUC44 LIN-HOL2KNUC44 LIN-HOLPLA44 LIH-HOL50144 0a �— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. 5PACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIN-HOL25A5K44 (DOUBLE BASKET) LIH-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. 5PACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE DfRAWINGz5 ON 11''X17 SHEET WILL 5E ONE HALF THE 5GALE NOTED LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND 4 RAIL (KEEP HOLE DEPTH THE SAME AT n n—.-, LJL. 02-18-15 05-26-15 06-29-15 -' 36" H. RAILING LJ -6010 RAILING oe LJ -4042 LJ -5015 LIH-HOLIBA51<44 LIH-HOL25A5K44 LIH-HOLIKNUC44 LIN-HOL2KNUC44 LIN-HOLPLA44 LIH-HOL50144 NEWEL POST LINE OF -- "-� 10 SCROLL TO BE �. (PLAIN) W/ PARALLEL TO TOP RAIL LiH-HOL50144 LIH-WOLPLA44 LI-ALAK01 (PLAIN) rob ADJ. KNUCKLE) (2 EA. ADJ. KNUCKLE) (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ, 5PACED) TYPICAL BALUSTER PROFILES BALU STE R INSTALLATION DETAIL N.T.5. STAIR DETAILS DAMS BEWS N.t.S. DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORII7A 34677 813. 925.1300 TEL I" MIN. HOLE DEPTH FOR 813.925.1800 FAX BALU5TER5 IN TO HAND WWW.DAVIISBEW&COM RAIL (KEEP HOLE TAMPA • nENVElt- DEPTH THE SAME AT n n n EST. 1994 oz.s.. -- EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST 00, 000 LINE OF KNUCKLES TO BE PARALLELwk TO TOP RAIL , ',�= �— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. 5PACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIN-HOL25A5K44 (DOUBLE BASKET) LIH-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. 5PACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE DfRAWINGz5 ON 11''X17 SHEET WILL 5E ONE HALF THE 5GALE NOTED LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL 5ALU5TER5 (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT n n—.-, EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING oe LJ -4042 NEWEL POST LINE OF -- "-� 10 SCROLL TO BE �. PARALLEL TO TOP RAIL LiH-HOL50144 LIH-WOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ, 5PACED) TYP. LEVEL 3 DECORATIVE METAL BALU STE R INSTALLATION DETAIL N.T.5. STAIR DETAILS STAIR • nTLE • TYPICAL STAIR DETAILS • SHEETSD • Ff;;�O[DUCT Af=FfROVAL A �RT PRODUCT CATEGORY SUB CATEGORY MANUFACTURER MODEL Fla. APPROVAL No, Exp. Date Structural Component TILE ROOFING Framing Anchor Simpson OWENS CORNING A34 FL1'0441—R0 09-12-2020 12-31-2018 SHUTTERS FL15076.2 Structural Component SHINGLE ROOF VENTING Framing Anchor Simpson O'HAGIN A35 FL10441—RO 04-04-2018 12-31-2018 GARAGE DOORS FL 15080.4 Structural Component 08-28-2018 Adjustable Post Base Simpson ABU44 FL10860.R3 12-31-2018 Structural Component FL 12019.1 Adjustable Post Base Simpson STRUCTURAL COMPONENTS AND. ENG. LUMBER ABU66 FL10855.R3 12-31-2018 I—JOIST FL 1644—R4 Structural Component RIM BOARD Hurricane Tie Simpson BOISE ENGINEERED WOOD PRODUCTS H2.5 FL10456—RO 0I-01-2055 12-31-2018 EXTERIOR DOOR FL 630—R4 Structural Component EXTERIOR DOORS Hurricane Tie Simpson PLY GEM H3 FL10456—RO 04-30-2020 PLY GEM VINYL MULLED WINDOWS 811 Structural Com onent Hurricane Tie Simpson PLY GEM H4 FL10456—RO 08-31-2018 12-31-2018 ALUMINUM FIXED GLASS FL 144J4 Structural Component SGD Hurricane Tie Simpson CAST—CRETE H5 FL10456—RO 09-11-2018 12-31-2018 ROOF VENTS (SHINGLES) FL5219.R3 Structural Com onent Stud Plate Tie Simpson SP1 FL10456—RO 12-31-2018 Structural Component Stud Plate Tie Simpson SP2 FL10456—RO 12-31-2018 Structural Component Stud Plate Tie Simpson SP4 FL10456-RO 12-31-2018 Structural Component Stud Plate Tie Simpson SSP FL10456-RO 12-31-2018 Structural Component Twist Strop Simpson MTS12 FL10456—RO 12-31-2018 Structural Component Twist Strop Simpson MTS16 FL10456—RO 12-31-2018 Structural Component Twist Strap for Masonry_Simpson MTSM16 FL11473-RO 12-31-2018 Structural Component Embedded Truss Anchor Simpson META20 FL11473—RO 12-31-2018 Structural Component Embedded Truss Anchor Simpson HETA20 FL11473—RO 12-31-2018 Structural Com orient Tension Tie Simpson LTT20B FL11496—RO 12-31-2018 Structural Component Tension Tie Simpson MTT288 phased out 12-31-2018 Structural Component Tension Tie Simpson HT 16 FL11496—RO 12-31-2018 Structural Component Tension Tie Sim son HTT22 FL11496-RO 12-31-2018 Structural Component Strop Tie Simpson LSTA9 FL10852—RO 12-31-2018 Structural Component Strap Tie Simpson LSTA12 FL108.52—RO 12-31-2018 Structural Component Strap Tie Simpson LSTA18 FL10852—RO 12-31-2018 Structural Component Strop Tie Simpson LSTA21 FL10852—RO 12-31-2018 Structural Component Strap Tie Simpson LSTA30 FL10852-RO 12-31-2018 Structural Component Strap Tie Simpson LSTA36 FL10852-RO 12-31-2018 Structural Component Heav Twist Strap Simpson HTS20 FL10456—RO 12-31-2018 Structural Component Truss Joist Hanger Simpson U26 FL10655—R3 12-31-2018 Structural Component Truss Joist Hanger Simpson LUS26 FL10655—R3 12-31-2018 Structural Component Truss Joist Hanger Simpson HUS26 FL10655—R3 12-31-2018 Structural Component Truss Joist Hanger Simpson HUS28 FL10655-R3 12-31-2018 Structural Component Truss Joist Hanger Simpson HU287 FL10655—R3 12-31-2018 Structural Component Truss Joist Hanger Simpson HU48 FL10655—R3 12-31-2018 Structural Component Truss Joist Hanger Simpson HU212-2 FL10655—R3 12-31-2018 Structural Com onent Truss Joist Han er Simpson HU412 FL10655—R3 12-31-2018 Structural Com orient To Flan e Beam Hanger USP NFM35X16 FL578 12-31-2020 MANUFACTURER CATEGORY Fla. APPROVAL No. Expiration Date TAMCO ROOFING FL 1956.4 09-17-2018 EAGLE TILE TILE ROOFING FL7473.1 12-31-2018 OWENS CORNING ROOF UNDERLAYMENT FL 12536.1 09-12-2020 ATRIUM (24G STEEL SHUTTER) SHUTTERS FL15076.2 12-31-2019 LOMANCO SHINGLE ROOF VENTING FL 17202.1 07-10-2019 O'HAGIN TILE ROOF VENTING FL16588.1 04-04-2018 WINDSOR GARAGE DOORS FL 15080.4 08-28-2018 FL 15080.5 08-28-2018 $�M Q¢ 40 wpm AMERICAN CONSTRUCTION MATERIALS SOFFIT FL 12019.1 12-31-2020 GEORGIA PACIFIC STRUCTURAL COMPONENTS AND. ENG. LUMBER FL2023—R4 12-21-2020 .BOISE ENGINEERED WOOD PRODUCTS I—JOIST FL 1644—R4 01-01-2035 BOISE ENGINEERED WOOD PRODUCTS RIM BOARD FL 1645—R4 01-01-2035 BOISE ENGINEERED WOOD PRODUCTS VERSA—LAM FL 1392—R4 0I-01-2055 THERMA TRU EXTERIOR DOOR FL 630—R4 12-31-2018 THERMA TRU EXTERIOR DOORS FL5891.R3 92-31-2018 PLY GEM VINYL WINDOWS FL16103.R8 04-30-2020 PLY GEM VINYL MULLED WINDOWS FL16100.R5 06-30-2020 PLY GEM VINYL FIXED GLASS FL16104.R3 11-30-2022 PLY GEM ALUMINUM WINDOWS FL 14039 08-31-2018 PLY GEM ALUMINUM FIXED GLASS FL 144J4 02-28-2019 PLY GEM SGD FL 146J4 12-39-2018 CAST—CRETE STRUCTURAL COMPONENTS FL158—R10 09-11-2018 THOMPSON ARCHITECTURAL METALS ROOF VENTS (SHINGLES) FL5219.R3 12-31-2019 THOMPSON ARCHITECTURAL METALS ROOF VENTS (TILE) FL5219.R.3 12-31-2019 PRODUCT APPROVAL NUMBERS_ J08 NUMBER 19077 CAD RLE PA AND INSTALL ISSUED 01-12--iB RENSED K w J Q Z C C4 Mm � O 0Lj1* O N� It Q(fjh M �rrr Ln J a U.M 1. Lo cc Q IL -0 00 E r $�M Q¢ 40 wpm J08 NUMBER 19077 CAD RLE PA AND INSTALL ISSUED 01-12--iB RENSED PA NO. • nnE • PRODUCT APPROVAL NO'S PA J Q Z O � neC a oP=Mq Q O � O 0Lj1* Q PA NO. • nnE • PRODUCT APPROVAL NO'S PA