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HomeMy WebLinkAbout157 Big Spring Ter New construction SFHTHORNBROOKE 40 SPECIFICATIONSCOMMUNITY SPECIFIC STANDARD NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U13-FA55A, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. _ ECORD COPY REVIEWED FOR CODE COMPLIANCE PLANGI EXAMINER DATE aAt rr--QR[ E3I,. IL-DINC-a QW1510N A PF RMI iISSUI_D SHALL BE CONSTRUED TO BE A LICEP,ISE TJ PROCEED 0 FH THE WORK AND NOT AS AUTHOR11`( i 0 VIOLATE, CANCEL., ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 18-3975 SANFORO 09 -0o -I0 CREATED LOT SPECIFIC PLAN FOR LOT 50 IN THM15ROOKE 465, ELEVATION "INCLUDED - TRADITIONAL" GARAGE L EFT W/ PLAN OPTIONS INCLUDING: ADDITIONAL DOOR AT OWNERS 5ATH, COVERED LANAI, PAVER DRIVEWAY, LEAD WALK AND PORCH, GAME ROOM WITH 6EDROOM 5, PRE-PLUME3 LAUNDRY TUE3 AT GARAGE, SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 1234 TOTAL LIVING S.F. 2391 • LO GARAGE S.F. 451 PORCH S.F. 74 LANAI S.F. 128 TOTAL UNDER ROOF S.F. 3044 N� TOTAL WIDTH 30'4" TOTAL LENGTH 68'-0" 1 0 w O 9W COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN MAIN FLOORPLAN 2A2 - MAIN FLOOR PLAN 2B1 - UPPER FLOOR PLAN NOTES * UPPER FLOOR PLAN DIMENSIONS ELEVATIONS, OPLAN, FL1 - FLASHING DETAILS FL2 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRI 'A L PLAN TR1 - TRUSS STRAPPING PLAN 11 ASTRAPPING PLAN N1 - STRUCTURAL NOTES STRUCTURAL 11 A S2 - STRUCTURAL DETAILS i A RAL DETAILS S4 - STRUCTURAL DETAILS S5 - STRUCTURAL DETAILS TD - TRIM DETAILS STAIR TRIM DETAILS GENERAL CONSTRUCTION NOTES: GHAPTERS AND SECTIONS REFER TO F$.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR GALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED, CEILING GONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENGE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F$.C.R - 6TH EDITION (2011) 8302.6 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 81023.5. EXTERIOR FIN15HE5: r r r INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F$.C.R - 6TH EDITION (2011) 8103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F$.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 926, PER F$.C.R. 6TH EDITION (2011) 8103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SGREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF INCHESES SHALL BE PROVIDED 0R BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH C 926.T r WEEP 5CREF D SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND THE ATTACHMENTNT FLANGE WEEP 5CRE�R PER F .. 6TNED(TION (2 11)8103.13 WATER RESI LVE BARRIERS INSTALLED LED OVER WOOD BASED o HEATHNG SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO AN APPLICATION L D CURING R G PER F$.G.R 6TH EDITION (2011) 8103.1.5 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WAIL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORR0510N-RE5I5TANT 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 CORR051ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (5.C.)OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY, ASPHALT SHINGLES OF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052h AND 89052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOT 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 ASTM Q 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, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 6TN EDITION (2011) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF R45 118,119 OR 120. REQUIRED UNDERLAYMENT PER F$.CR - 6TH EDITION (2011) 890533 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 VASD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF R45 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER TUE3 AND SHOWER AREAS: CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR CI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELL UL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORR051VE 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 SYSTEM RISERS FOR SPRAY 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 ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % 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. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (I.% RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 71415 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANGE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 C] ; Co z '•©� .VCO •4 �12 �i/,/I vc j �'Q ���� x1111 •JOB NUMBER 8-1815861 • CAD FILE NAMEI T 50 T8 ISSUED 09-06-18 REVISED 150 STATE STR.EET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • ]DENVER- EST. ENVER EST. 1994 ®rli 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 IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY i • • X • LO Uro N .W 1 J j` rn N� 000(3) >_;J� �. LN ) LL . �_ 00 '11,0 � 0 Oro C O �r0rn c Cq 0 zL41 P 07 •JOB NUMBER 8-1815861 • CAD FILE NAMEI T 50 T8 ISSUED 09-06-18 REVISED 150 STATE STR.EET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • ]DENVER- EST. ENVER EST. 1994 ®rli 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 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 • SHEET • TA AV VA I C() v • I L I L S I I S S I �e .W 1 • SHEET • TA AV VA I C() v • I L I L S I I S S I NO 13'-4" 8"xa" FTG. W/ I - 15 CONT. (TYP. AT LANAI) on 43AA PAVER DRIVE /LEAD WALK 2'4" 16'-011 21'-4" Ell 21-a" I, 1'-oll 1, ]I -all LG.C.VERIFY THAT DECO DRAIN LED AT PLANTER5 WALKWAY AND GARAGE TERMITE PROTECTION 5HALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING 501L -APPLIED PESTICIDE5, BAITING 5Y5TEM5 AND PE5TICIDE6 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 5HALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5U5TERRANEAN TER11TE5, TREATMENT 15 IN ACCORDANCE WITH RULE5 AND LAW5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND GONSUMER 5ERVIGE5.11 INDICATE51 *5 ® INDIGATE5 2 115, FOOTING LEGEND: F1 r 12 DEEP x24 x24 CONC. FOOTING W/ (3) 15 5AR5 EACH WAY. S 20" DEEP x24"x24" GONG. FOOTING V (3)15 5AR5 EACH WAY. IF G.C. VERIFY ACRYLIC 0 EACH WAY. Glo" DEEP x3ol'x36i1 CONC. FOOTING W/ (3) �5 BAR5 EACH WAY. VIt, ON LANAI a" all 12" DEEP 60"60" CONC. FOOTING W/ 15 BAR5 AT N' h 9" O.G. EACH WAY. b ry� 01�/coo) rrs N � 1 0 `° `I U 1\ Io cO — 3' -0"x3 -O" A/C � � h �J ry-1 O O:�Co ELEVATION I I I PAD (SEE MECH, c =*'N 1 (-) 0'-4"II 4'-O" a 2 3 6 2 -0 101-211 2'-2" CONTRACTOR 41 Z 5 ILI FOR LOC.) J tl//7 o ® 1 1/2" RECE55 FOR 5.G.0. 411 P.V.G. — d- 2-5TORY FOOTING (TYP.) / II 3/4 P.Y.G. ® CONDENSATION 20" H. x 20" W. CONC. MONO -FTG. W/ 3 - 15 CONT. REBARS / DRAIN BY PLUMBER I PROVIDE 25" MIN. LAP WHERE <, 5PLICED AND WIRE TOGETHER / n. 507. OF FTG. 5HALL BE 12" MIN. BELOW GRADE / E ■ ■ N u � N I 51 Q 64 cO I � T; 15'-4" I ( � I � } m N � Q C)I J I all ■ 16" W.x12" DEEP FTG., W/ 2 - 15 CONT. ELEVATION AT 0'-0" .C._ a 8" THICKENED EDGE (A56UMED) — — FOR 5HOWER RECE55 0 VA5EAT� W/ I NO, 5 BAR CONT. 35" THICK, 2500 OR TILE SHOWER 3000 P.5.1. CONCRETE RECE55 SLAB ON GRADE W/ - - ABV VALVE oxo WI.4xWIA MESH -FIBER d OR MEN OVER \ n, o MIL. VAPOR ELEVATION, ® BARRIER ON CLEAN, WELL - COMPACTED, / u (-) V-3 I/2" �, _ x ■ TERMITE TREATED, > 2xo F 1 r 1 WALL( GRANULAR FILL. FI _ OPT. II OPT. I DRYT IS) LW5HER J L J \ O f AIR HANDLE 4 I LINES FROM v 51NK Z_—I— �� B 51 `^ UPPER FL00 } �j- W/ DISP Q 41-611 4'41 V-3" U ,F PED (� PROVIDE WATER LAV._ lo" W.xlo" D. FTG. LINE FOR ICE MAKER �/ \ - 3/4" RECE55J■ m W/ 2 - 15 CONT. (TYP. AT 41 \ , >/ FOR ENTRY DR _ GARAGE)- �1/1 TO Cj..OF REF. 0�� IsII 6 71 �n � - / N / ■ ® — co 0 '� , K, ELEVATION 50 GAL. (401-1111 W.N. L.T. ■ _ SI �2'-S 2 � oT all 9'0" 3' 5 1/2" 1/211 21 lu 21_a" all 31_Q11 51-011 ■ ELEVATION (-) 0'-411 51 PAVERS `" = I } �/ - n c- c1 m I I N PA ­17777777A F3 _' o i o cO 811x8" FTG. W/ I - '5 CONT. v GJI - --------- --- -------- i ---------- C.J. --------------- �— (TYP. AT ENTRY) I @ I ia3TORY - FOOTING (TYP.) D I 51 i 20" H. x 16" W. GONG. o I I MONO -FTG. W/ 2 - 15 CONT. REBAR5 PROVIDE 25" MIN. LAP WHERE 5PLICED AND WIRE TOGETHER ELEVATION i BOTT. OF FTG. SNALL NB. () ml 611 Yl i BE 12" MIN. BELOW GRADE ® 1 1/2" RECE55 FOR GAR DR ® 43AA PAVER DRIVE /LEAD WALK 2'4" 16'-011 21'-4" Ell 21-a" I, 1'-oll 1, ]I -all LG.C.VERIFY THAT DECO DRAIN LED AT PLANTER5 WALKWAY AND GARAGE TERMITE PROTECTION 5HALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING 501L -APPLIED PESTICIDE5, BAITING 5Y5TEM5 AND PE5TICIDE6 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 5HALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5U5TERRANEAN TER11TE5, TREATMENT 15 IN ACCORDANCE WITH RULE5 AND LAW5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND GONSUMER 5ERVIGE5.11 INDICATE51 *5 ® INDIGATE5 2 115, THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NG A MINIMUM 1 501L BEARING CAPACITY OF 2000-P5F (8401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION A5 REQUIRED BY FEMA TO OMIT 14YDR05TATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLAN5 TO DETERMINE SPECIFIC REQUIREMENT FOR EACH U5E OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE 51ILT IN A FLOOD DE5IGNATION A SPEGIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. PLAN - I 1/4" = I' -O" FOOTING LEGEND: F1 r 12 DEEP x24 x24 CONC. FOOTING W/ (3) 15 5AR5 EACH WAY. S 20" DEEP x24"x24" GONG. FOOTING V (3)15 5AR5 EACH WAY. S 12" DEEP x30"x30" CONC. FOOTING W/ (3) 15 5AR5 EACH WAY. Glo" DEEP x3ol'x36i1 CONC. FOOTING W/ (3) �5 BAR5 EACH WAY. F5 12" DEEP 60"60" CONC. FOOTING W/ 15 BAR5 AT N' h 9" O.G. EACH WAY. THE FOUNDATION 5Y5TEM HA5 BEEN DESIGNED U51NG A MINIMUM 1 501L BEARING CAPACITY OF 2000-P5F (8401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL15HED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION A5 REQUIRED BY FEMA TO OMIT 14YDR05TATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLAN5 TO DETERMINE SPECIFIC REQUIREMENT FOR EACH U5E OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE 51ILT IN A FLOOD DE5IGNATION A SPEGIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. PLAN - I 1/4" = I' -O" yJOB NUMBER 3-1815861 CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED • DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 ez�� 11® Iii e't Iii 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 1. 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 LMA 2138 >o x ro U To N J N N' h b ry� 01�/coo) rrs N � 1 L.>:=j ) LL � � h �J ry-1 O O:�Co i c =*'N 1 L (A n, 41 Z 5 ILI yJOB NUMBER 3-1815861 CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED • DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER EST. 1994 ez�� 11® Iii e't Iii 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 1. 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 LMA 2138 OPT. SHIM AS AIR SWITCH REQ'D. FOR DISP. 1'-0" TEMP. GL. ENCL. ON 42" H. LOW WALL DRYER VENT 8" SOFFIT ABOVE PED. LAV. T.O.M. 91-411 A.FF, WALL CONSTRUCTION CASING FRAME WALLS (WHERE APPLICABLE) R 13 2x STUDS (PER 5TD. MA50NRY WALL5 PLAN) BASE R 30 4 CABINET 2111 1/16 0.5.8. 5311 IJI BACKING WINDOW 112" DRYWALL ALI . TO SCALE: 1/2" : 1'-0" TEMP. GL. ENCL. ON 42" H. LOW WALL DRYER VENT 8" SOFFIT ABOVE PED. LAV. T.O.M. 91-411 A.FF, ALL EMERGENCY ESCAPE ANDjRE5CCUEOPENINGS SHALL COMPLY WITPER F.B.G.R. - 6TH EDITION (20 MAIN FLOOR STRUCTURAL LEGENID 8" K0. BLOCK FILLED W/lU 05 BAR OVER 8" – PRE-ENGINEERED CONCRETE LINTEL FILLED WI(I) 15 BAR lA – 8" K.O. BLOCK FILLED W/lU 15 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU'5 BAR, GROUTED SOLID. 8" FRE -ENGINEERED CONCRETE LINTEL FILLED W/(U '5 BAR. O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN)15 BAR. ® – PROVIDE (3) 2x4 STUDS W/ (U 51MP50N NTT4 CONNECTORS AT BASE. – PROVIDE (5) 2x4 5TUD5 W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. © – PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 056 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 51MP50N L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 3IMP50N H2.5 CLIPS. ® – PROVIDE (3) 26 STUDS W/ (U 51MP30N NTT4 CONNECTORS AT BASE. ® – PROVIDE (5) 2x6 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BASE. STRUCTURAL NOTES ALL LVL'5 TO BE Fb:2950 P51 MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 26 12 5YP U.N.O. ALL EXTERIOR WALL5 TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA 1 TRU55E5 11 ,,, , „ ATTIC ACCESS DETAIL SCALE: 1/2" : 1'-0" NOTE: G.J.: RECOMMENDED MASONRY CONTROL JOINT. INDICATES 1 #5 1 111 A INDICATES 2 05 WALL CONSTRUCTION TYPICAL MASONRY FRAME WALLS (WHERE APPLICABLE) R 13 WINDOW SCHEDULE R 38 MA50NRY WALL5 WINDOW WIDTHS KNEE WALL R 30 4 2011 2111 3111 5311 IJI -i J N- W WINDOW CALL --OUTS ®� N 0) I �r >>Jc) ®�LL 2o'I , ro� h n O '0_J' 12 5H 1/2 32 5N 22 5H 32 5N _OmC0 F=� I > Et : 0 �c0q) 0 0 10 $J Z -20 = 3911 0 13 5N 1/2 33 5N 23 5N 33 5H 0 51" (5 14 5H 1/2 34 51-1 24 5N 34 5N ® 3: 63" 0 15 5N 1/2 35 5N 25 5N 35 5N H z_ 1? 10 5H1/2 3o 5N 26 5N 36 5N + C.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW3, Uj WINDOW 51ZE5 AND INSTALLATION MAY MARY PER ® MANUFACTURE 5PECIFICATION5. 0 + REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51ZLE HUNT G-51-1, GA5EMENT- GSMT, OR FIXED CLA55- F.G.) ALL EMERGENCY ESCAPE ANDjRE5CCUEOPENINGS SHALL COMPLY WITPER F.B.G.R. - 6TH EDITION (20 MAIN FLOOR STRUCTURAL LEGENID 8" K0. BLOCK FILLED W/lU 05 BAR OVER 8" – PRE-ENGINEERED CONCRETE LINTEL FILLED WI(I) 15 BAR lA – 8" K.O. BLOCK FILLED W/lU 15 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU'5 BAR, GROUTED SOLID. 8" FRE -ENGINEERED CONCRETE LINTEL FILLED W/(U '5 BAR. O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN)15 BAR. ® – PROVIDE (3) 2x4 STUDS W/ (U 51MP50N NTT4 CONNECTORS AT BASE. – PROVIDE (5) 2x4 5TUD5 W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. © – PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 056 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 51MP50N L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 3IMP50N H2.5 CLIPS. ® – PROVIDE (3) 26 STUDS W/ (U 51MP30N NTT4 CONNECTORS AT BASE. ® – PROVIDE (5) 2x6 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BASE. STRUCTURAL NOTES ALL LVL'5 TO BE Fb:2950 P51 MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 26 12 5YP U.N.O. ALL EXTERIOR WALL5 TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA 1 TRU55E5 11 ,,, , „ ATTIC ACCESS DETAIL SCALE: 1/2" : 1'-0" NOTE: G.J.: RECOMMENDED MASONRY CONTROL JOINT. INDICATES 1 #5 1 111 A INDICATES 2 05 R ® Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALL5 R 4.1 KNEE WALL R 30 4 R 13 813.925.1300 TEL o too R ® Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALL5 R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 SCALE: 1/4" : 1'-0" GARAGE LEFT ®JOB NUA43ER 3-1815861 • CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED Y DAVIS BEWS x ro OLDSMAR, FLORIDA 34677 813.925.1300 TEL o too W W W.DAVISBEWS.COM TAMPA ° DENVER. -i J N- W 0 Nn 0000) ®� N 0) I �r >>Jc) ®�LL , ro� h n O '0_J' 6 _OmC0 F=� I > Et : 0 �c0q) 0 0 10 $J Z -20 ®JOB NUA43ER 3-1815861 • CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED 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 1. MEISHEID, P.E. 983217 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( 017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANYCHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 21381 0 TI TLE MAIN FLOOR PLAN NOTES ° SHEET ° 2Aim I I S I f I I I T Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA ° DENVER. EST. 1994 F-- 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 1. MEISHEID, P.E. 983217 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( 017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANYCHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 21381 0 TI TLE MAIN FLOOR PLAN NOTES ° SHEET ° 2Aim I I S I f I I I T REFER TO SHEET 2AI LMAIN FLOOR N NOTES I Q v v ffolual `�gliiitOr�� s a s tl ,o C co (7Qo ° 0 ° x Cl e U ® o DESIGN GROVP 4N.•.,J SCALE: 1/4" : V-011 GARAGE LEFT •JOB NUMBER 3-1815861 CAD FILE NAME L T 50 T8 ISSUED 09-06-18 REVISED I s •,�� DESIGN GROVP 150 STATE STREET EAST x w 813.925.1300 TEL 813.925.1800 FAX LID U To Lo TAMPA •DENVER EST. 1994 60 p ON M � �e 'S j U. • ro �y1h J V ~ 0: C 0 r- = = 0. � � t` ++ z0 520 •JOB NUMBER 3-1815861 CAD FILE NAME L T 50 T8 ISSUED 09-06-18 REVISED I s DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 ur rrr rrr I,�e rrr rrr VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANG ES AFTER TRUSS THE INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY rLJLJ • s • SHEET2AZ • I S I I I S I I T STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P0545 OR SAFETY TERMINALS. HANDRAILS 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 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.G.R - 6TH EDITION (2011). * * * * STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1'-0" SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY U.N.O.) + ALL 5TRINGER5 TO BE 2-2X12 02 5YP. ++ FOR 2x12 +2 5YP TREADS, STRINGER SPACING SHALL BE 24" O.C. MAX. SPACING. ++ FOR IA2 12 5YP TREAD5,5TRINGER SPACING SHALL BE 16" D.G. MAX. SPACING. + ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMP50N L5G HANGER + STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: ++ AT MASONRY/CONC. WITH a' DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). ++ AT WOOD WITH (4) 0.131 X 31' NAILS AT EA. STUD MIN. (16" O.C. MAX) ++ IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS + ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: ++ AT CONC, W/ 4" DIA. X 311 TAPCON5 AT 1211 O.C. ++ AT WOOD ATTACH W/ 0.131 X 311 NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. ++ ATTACH STRINGER TO FOOT WITH (2) 0.131X32' TOENAILS EA. + L ANDING5 SHALL BE BUILT AS FOLLOWS: ++ J0I5T5 TO BE 2X8 +2 5YP, MIN. AT 1611 O.G. +i IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 +2 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. ++ IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X32' R5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 X 32' TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE, ++ LEDGERS TO BE 2X8 WITH: +++ (4) 0.131X321 NAILS AT EACH PASSING STUD AT W000 ATTACHMENT 1611 O.C. MAX. +++ 4'" X 3" TAPGON5 AT 8" D.G. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ++ ATTACH J015T5 TO LEDGERS OR 5EAM5 WITH 51MP50N LU626 HANGERS OR EQUAL. + THE SPECIFICATION LISTED A60VE OR MINIMUM SPECS. 5U65TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. UNDER -STAIR PROTECTION ENCL06ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR 5URFAGE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 31DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 6TH EDITION (2011) 8302.1 AND 8302.11 0 AL STAND TYPICAL WOOD FRAME WINDOW SCHEDULE REFLT10,51HEET 2151FORLOOR42" H 36" H. CONTINUOUSPLAIONS WINDOW WIDTHS LOW WALL GRASPABLE 813. 925.1800 FAX ro 20" 2411 r 4Q11 RAILING _j J N; 3/4" PLYWD. WINDOW CALL -OUTS BEAM BEAM DECKING >�J; gym. � � �' • LINE OF 6'-8" MIN. 2011 �, 1810 F.G. 201a F.G. 3010 FG. FLOOR jHEAD CLEARANCE .2 U.0 1 4, 0 L U) SYSTEM 1000 1, 120 F.G. FLOOR SYSTEM 3020 F.G. 4020 F.G. = O (,Tl'P;) J O 3611 10305H 20305H 30305H 40306H 2x STRINGERS 0 4011 0 1040 5N r 3040 5N 4040 5N LILL Z 36" H. 60" 1050 5W 2050 5H RAILING 4050 5N I I 1211 a 2060 5N 3060 5N 4060 5H G.C. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, W WWINDOW I" NOSING 517E5 AND INSTALLATION MAY VARY PER ® MANUFACTURE 5PECIFICATION5. 0 0 (TYP.)fv JSED (51NGLE HUNG -5N, CASEMENT- C5MT, OR FIXED G L A55- F.G.) OF -1 LINE OF 113 z a I I DOOR IN 2x TREADS AND I I FOREGROUND X R15ER5 (TYP.) STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1'-0" SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY U.N.O.) + ALL 5TRINGER5 TO BE 2-2X12 02 5YP. ++ FOR 2x12 +2 5YP TREADS, STRINGER SPACING SHALL BE 24" O.C. MAX. SPACING. ++ FOR IA2 12 5YP TREAD5,5TRINGER SPACING SHALL BE 16" D.G. MAX. SPACING. + ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMP50N L5G HANGER + STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: ++ AT MASONRY/CONC. WITH a' DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). ++ AT WOOD WITH (4) 0.131 X 31' NAILS AT EA. STUD MIN. (16" O.C. MAX) ++ IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS + ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: ++ AT CONC, W/ 4" DIA. X 311 TAPCON5 AT 1211 O.C. ++ AT WOOD ATTACH W/ 0.131 X 311 NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. ++ ATTACH STRINGER TO FOOT WITH (2) 0.131X32' TOENAILS EA. + L ANDING5 SHALL BE BUILT AS FOLLOWS: ++ J0I5T5 TO BE 2X8 +2 5YP, MIN. AT 1611 O.G. +i IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 +2 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. ++ IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X32' R5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 X 32' TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE, ++ LEDGERS TO BE 2X8 WITH: +++ (4) 0.131X321 NAILS AT EACH PASSING STUD AT W000 ATTACHMENT 1611 O.C. MAX. +++ 4'" X 3" TAPGON5 AT 8" D.G. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ++ ATTACH J015T5 TO LEDGERS OR 5EAM5 WITH 51MP50N LU626 HANGERS OR EQUAL. + THE SPECIFICATION LISTED A60VE OR MINIMUM SPECS. 5U65TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. UNDER -STAIR PROTECTION ENCL06ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR 5URFAGE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 31DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 6TH EDITION (2011) 8302.1 AND 8302.11 0 AL STAND ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.G.R. - 6tH EDITION (2011). * * * * * * UFFER FLOOR STIRUCTUR,AL LEGEND ® - PROVIDE (3) 2x4 5TUD5 W/ (U 51MP30N HTT4 CONNECTORS AT BASE. G9 - PROVIDE (3) 2x8 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 10 - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 5TRAP5. II - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 056 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TAI2 STRAP. 12 - PROVIDE 2 -PLY 2x8 NO.2 5YP BEAM W/ 1/2" 056 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N L5TAI2 STRAP. STRUCTURAL NOTES + ALL LVL'5 TO BE Fo=2950 P51 MIN. + ALL WOOD LOAD BEARING HEADERS TO BE (2) 2612 5YP UN.O. + ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOCE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 6TH EDITION (2011) 83122 TRU55E5 ATTIC ACCESS D ETAI L SCALE: 1/2" = I'-0" 4/z� ''r u • sr' orr 10L J hoz 9 b "mw 111I�� mr_--q= va WTO Ar\MGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE 150 STATE STREET EAST WINDOW WIDTHS 813. 925.1300 TEL 813. 925.1800 FAX ro 20" 2411 3611 4Q11 _j J N; WINDOW CALL -OUTS co >�J; gym. � � �' • H 2011 �; 1810 F.G. 201a F.G. 3010 FG. 401? F.G. W .2 U.0 1 4, 0 L U) 2411 120 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = O J O 3611 10305H 20305H 30305H 40306H 0 4011 0 1040 5N 2040 5N 3040 5N 4040 5N Z 60" 1050 5W 2050 5H 3050 5N 4050 5N 1211 1060 5H 2060 5N 3060 5N 4060 5H G.C. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, W WWINDOW 517E5 AND INSTALLATION MAY VARY PER ® MANUFACTURE 5PECIFICATION5. 0 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW JSED (51NGLE HUNG -5N, CASEMENT- C5MT, OR FIXED G L A55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.G.R. - 6tH EDITION (2011). * * * * * * UFFER FLOOR STIRUCTUR,AL LEGEND ® - PROVIDE (3) 2x4 5TUD5 W/ (U 51MP30N HTT4 CONNECTORS AT BASE. G9 - PROVIDE (3) 2x8 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. 10 - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 5TRAP5. II - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 056 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TAI2 STRAP. 12 - PROVIDE 2 -PLY 2x8 NO.2 5YP BEAM W/ 1/2" 056 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N L5TAI2 STRAP. STRUCTURAL NOTES + ALL LVL'5 TO BE Fo=2950 P51 MIN. + ALL WOOD LOAD BEARING HEADERS TO BE (2) 2612 5YP UN.O. + ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOCE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 6TH EDITION (2011) 83122 TRU55E5 ATTIC ACCESS D ETAI L SCALE: 1/2" = I'-0" 4/z� ''r u • sr' orr 10L J hoz 9 b "mw 111I�� mr_--q= va WTO Ar\MGE LEFT •JOB NUMBER ® B-1815861 • CAD FILE NAME L T 50 TB ISSUED 09-06-18 REVISED DAVIS E E IS ` 150 STATE STREET EAST O x 813. 925.1300 TEL 813. 925.1800 FAX ro TAMPA • DENVER ­� EST. 1994 � U�0 too _j J N; o C) co >�J; gym. � � �' • �; o .2 U.0 1 4, 0 L U) zr�° •JOB NUMBER ® B-1815861 • CAD FILE NAME L T 50 TB ISSUED 09-06-18 REVISED :53 all, ®i , 1 s 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 1. MEISHEID, P.E. 483217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2138 ' TITLE ' UPPER FLOOR PLAN NOTES SHEET • • i S S S f f f f S I f DAVIS E E IS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, A..ORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ­� EST. 1994 � :53 all, ®i , 1 s 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 1. MEISHEID, P.E. 483217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2138 ' TITLE ' UPPER FLOOR PLAN NOTES SHEET • • i S S S f f f f S I f REFER TO SHEET 2BI 1 FOR PLAt 11 sJOB NUMBER B-1815861 • CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED �E�TS 4 150 STATE STREET' FAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL $13.925.1800 FAX x ro TAMPA •DENVER EST. 1994 U�o 00 ®I N (D �m > I >- IIM i ®E N h o 0 c L 0 .c �{�N p �0 `V) �h L4> -P z°�2° sJOB NUMBER B-1815861 • CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED I�1111 t! VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 IANDREWJ. 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 m.. DAVISkli 2 IF oil 2138 ' TITLE ' UPPER FLOOR PLAN DIMENSIONS �E�TS DESIGN GROVP 150 STATE STREET' FAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL $13.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 I�1111 t! VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 _ PAUL D. KIDWELL, P.E. #52683 IANDREWJ. 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 m.. DAVISkli 2 IF oil 2138 ' TITLE ' UPPER FLOOR PLAN DIMENSIONS �j 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 j 4� 6:12 I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS I Lu OF NET FREE AREA PER VENT. Ap��' vz I I 5ADDLE --------------- 6:12 �e s! Q Lu yA I _ _ 6:12 n � 6_I2 Lu 6q2 ---r- -------I I _C I � I I GARAGE ROOF I VENT REQUIREMENTS �e N yp i VENTILATION CALCULATIONS I I ATTIC AREA = 408 SQ. FT. / 300 = 1.36 SQ, FT. j I X 144 = 196 SQ. IN. I I I HALF AT UPPER 2/3 ROOF VENTS = 97,92 SQ. IN, It I j # UPPER 2/3 ROOF VENTS REQUIRED =1 -----------.----------- HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN, TYP, 1' 01' ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. OVERHANG AT HIP AA Krm% 000"" F P L A INJ 5CALE: 1/8" = 1'-0" 11/2" THICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RAISED 5AND FINISH q TEXTURED BANDING tiF\�\ IN IN 3/4" THICK NOTE: -- THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE65 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 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 F.B.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 12 12 q6 5HINGLE 6� 2 ROOF 5HINGLE 12 ROOF� q 6 PLT. HT. PLT. HT. _ _ _ _ PLT. HT. o a q a STUCCO FIN15H STUCCO �o 12 FIN15H7 $ 12 6' ll 5HINGLE q6 SGOND FF. LINE_ — 4� g" SECOND FF. LINE ROOF SECOND FF, LINE 10 2'-011 /TEXTURED q q /TEXTURED �? FIN15H FINISH �F — MAIN FF. LINE_ _ _ _ _ _ _ _ MAIN FF. LINE _ _ _ - _ MAIN FF. LINE GRADE LINE (A55UMED) 5CALE: 3" = 1'-0" PLT. HT. 6� 12 SHINGLE ROOF WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED 'FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F5.C.R. - 6TH EDITION (2011) 83122 PLT. HT. sruCGO � FINISH � 6' 12 12 5ECOND FF. LINE SHINGLES 4 4 5EGOND_FF. LINE eO T.O.M._ ROOF T.OM. -11 TEXTURED ❑ ❑ TEXTURED FINISH @ j FIN15Hj MAIN FF. LINE TEMP. MAIN FF. LINE GRADE LINE (A55UMED) o PLT. HT. 1'-4" W. x F-0" H.-\ DECORATIVE FIXED 5HUTTER SECOND FF. LINE T.O.M. COACH —� LIGHT TEXTURED FINISH GIRDER 6� �� �6 GIRDER TRU65 ROOF TRU55E5 TRUSS AT 24" O.C. 12 (TYPICAL) )2 q6 a� CAME ROOM d[ fflBR. 5 �� BR. �� a6 GIRDER 12 ROOF 7RU55Qi TRU53 4� ®❑ ❑ ®® ❑❑ ❑❑ AT 24 O.C.-II �- FLOOR 5Y5TEM IrYPIGAU II I BEAM BEAM LINTEL11001 = KIT. GATHERING ° 2 CAR GARAGE 12 /SHINGLE 4" BANDING LANAI ROOF G.G. VERIFY DESIGN GROVP ALUMINUM OVER 150 STATE S RE -ET EAST VENT REQUIREMENTS 813.925.1300 TEL q- (TYPICAL) x TAMPA + DENVER VENTILATION CALCULATIONS U Lo ro N J0) ATTIC AREA = 128 SQ, FT. / 300 = 0,43 SQ. FT, N' h rn X 144 = 61 SQ. IN. i® 0) a) ?z HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN, N � h F - Y Z # UPPER 2/3 ROOF VENTS REQUIRED =1 y� �Q yi HALF AT LOW SOFFIT' / EAVE VENTS = 30.72 SQ. IN. I ACTUAL SOFFIT VENTILATION = 23180 SQ, IN. 4:12 4:12 I—..- I \ I ----------- I I --------------------------- I I I I I � I I I I UPPER ROOF 6:12_ — VENT REQUIREMENTS i VENTILATION CALCULATIONS ATTIC AREA = 1274 SQ. FT. / 300 = 4.25 SQ, FT. IL 6:12 i X144=612 SQ, IN. _n I z HALF AT UPPER 2/3 ROOF VENTS = 305,76 SQ, IN, n # UPPER 2/3 ROOF VENTS REQUIRED = 3 I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. I i ACTUAL SOFFIT VENTILATION = 649.90 SQ. IN, �j 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 j 4� 6:12 I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS I Lu OF NET FREE AREA PER VENT. Ap��' vz I I 5ADDLE --------------- 6:12 �e s! Q Lu yA I _ _ 6:12 n � 6_I2 Lu 6q2 ---r- -------I I _C I � I I GARAGE ROOF I VENT REQUIREMENTS �e N yp i VENTILATION CALCULATIONS I I ATTIC AREA = 408 SQ. FT. / 300 = 1.36 SQ, FT. j I X 144 = 196 SQ. IN. I I I HALF AT UPPER 2/3 ROOF VENTS = 97,92 SQ. IN, It I j # UPPER 2/3 ROOF VENTS REQUIRED =1 -----------.----------- HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN, TYP, 1' 01' ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. OVERHANG AT HIP AA Krm% 000"" F P L A INJ 5CALE: 1/8" = 1'-0" 11/2" THICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RAISED 5AND FINISH q TEXTURED BANDING tiF\�\ IN IN 3/4" THICK NOTE: -- THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE65 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 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 F.B.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 12 12 q6 5HINGLE 6� 2 ROOF 5HINGLE 12 ROOF� q 6 PLT. HT. PLT. HT. _ _ _ _ PLT. HT. o a q a STUCCO FIN15H STUCCO �o 12 FIN15H7 $ 12 6' ll 5HINGLE q6 SGOND FF. LINE_ — 4� g" SECOND FF. LINE ROOF SECOND FF, LINE 10 2'-011 /TEXTURED q q /TEXTURED �? FIN15H FINISH �F — MAIN FF. LINE_ _ _ _ _ _ _ _ MAIN FF. LINE _ _ _ - _ MAIN FF. LINE GRADE LINE (A55UMED) 5CALE: 3" = 1'-0" PLT. HT. 6� 12 SHINGLE ROOF WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED 'FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F5.C.R. - 6TH EDITION (2011) 83122 PLT. HT. sruCGO � FINISH � 6' 12 12 5ECOND FF. LINE SHINGLES 4 4 5EGOND_FF. LINE eO T.O.M._ ROOF T.OM. -11 TEXTURED ❑ ❑ TEXTURED FINISH @ j FIN15Hj MAIN FF. LINE TEMP. MAIN FF. LINE GRADE LINE (A55UMED) o PLT. HT. 1'-4" W. x F-0" H.-\ DECORATIVE FIXED 5HUTTER SECOND FF. LINE T.O.M. COACH —� LIGHT TEXTURED FINISH GIRDER 6� �� �6 GIRDER TRU65 ROOF TRU55E5 TRUSS AT 24" O.C. 12 (TYPICAL) )2 q6 a� CAME ROOM d[ fflBR. 5 �� BR. �� a6 GIRDER 12 ROOF 7RU55Qi TRU53 4� ®❑ ❑ ®® ❑❑ ❑❑ AT 24 O.C.-II �- FLOOR 5Y5TEM IrYPIGAU II I BEAM BEAM LINTEL11001 = KIT. GATHERING ° 2 CAR GARAGE 12 /SHINGLE 4" BANDING ROOF G.G. VERIFY DESIGN GROVP ALUMINUM OVER 150 STATE S RE -ET EAST 2x6 SUB -FASCIA 813.925.1300 TEL q- (TYPICAL) x -- 5TUCCO FINISH 12 6� 5HINGLE ROOF 6" BANDING /5TUCCO FINISH SHINGLE - ROOF 12 6� 12 6� MAIN FF. LINE ___+E] © COPYRIGHT 2014, TAYLOR MORRI60N ROOF PLT. HT. 4" BANDING (TYP.) DESIGN GROVP 1'-4" W. x 5'-O" H. 150 STATE S RE -ET EAST DECORATIVE 813.925.1300 TEL FIXED 5HUTTER FFHIL.L. 4" BANDING (TYP.) 12� 5ECOND FF. LINE I'-0" BANDING 6" BANDING Fg 4" BANDING TEXTURED FINISH co - MAIN FF. LINE GRADE LINE (A55UMED) FRONT ELEVATION 4" BANDING 12 /SHINGLE q6 ROOF; PLT. HT. ■ �? TEMP. 6 2 STUCCO J5 FINISH 7 SECOND FF. LINE L�HINGLE �/ - 11ROOF Zo /TEXTURED /TEXTURED b FINISH @ FIN15H c n MAIN FF. LINE ❑❑ GRADE LINE (A55UMED) cp PLT. HT. 12 _ �4 _SECOND FF. LINE [MAIN FF. LINE JOB NUMBER 13-1815861 CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED a L DAMS BEMIS DESIGN GROVP 150 STATE S RE -ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX x TAMPA + DENVER <% EST.1994 U Lo ro N J0) N' h rn i® 0) a) ?z oU)L . N � h ro — Eo= G0 u� L = � cm +� Z `v JOB NUMBER 13-1815861 CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED iia �®ee ire Itl® Sli 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 I. 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 5TH 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 REM I >_ 3 8 s S s f a L DAMS BEMIS DESIGN GROVP 150 STATE S RE -ET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVER <% EST.1994 iia �®ee ire Itl® Sli 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 I. 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 5TH 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 REM I >_ 3 8 s S s f �!•;awl m a W,Mol I 10 OPTION - A BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL OF IVIA I CKIAL PER VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. JM. DRIP EDGE FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 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 MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE - (ASSEMBLED WINDOW;D HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" / 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND RUBBER MEMBRANE BEYOND I � CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING AND DECK FLASHING. EXTERIOR FINISH PER BUILDER 5. 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 tilF��yFR FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFS�Sr WEATHER RESISTIVE BARRIER -11' SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) �0 -CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE 2 FLASHINGlrz�� fl1 DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILL PLATE FLASHING 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 ®NAIL NOTE: SEE STRUCTURAL SHEETS I FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 111 i'lli LadowN me 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK --- SEE STRUCTURAL 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 (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712 FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONWITH 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. JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED Y DAMS BEWS x DESIGN GROVP r� 004)°0 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 Jm(`9 813. 925.1800 FAX W W W.DAVISBEWS.COM T o�0� EST. 1994 a® N_ > >_ m 0Qu. • or, ® L7 0 O -� 0 (Cj y `v i J ? cy O (q L L00 r` ID Za�'t JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED S Y DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 S SHEATHING EXTURE INISH COAT ROWN COAT CRATCH COAT ELF -FURRING LATH WO LAYERS WRB BEEP SCREED ERMINATE SELF ,DHESIVE FLASHING ,T LOWER NOSE OF I.W.W.S. ELF ADHESIVE LASHING IASONRY BLOCK JALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING o / SELF -ADHERED FLASHING / ° ° NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW IA/AI 1 CLICATUTAI/ ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING DRIP EDGE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF------_ JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN I UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WINDOW UNIT SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER m) :D FLASHING 'ER -H MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER \ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) \ off' FLASHING ULoo 3 1/2" 150 STATE STREET FAST *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNPERFORATED INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO W W W.DAVLSBEWS.COM FORM WATER SHEDDING LAPS r SELF -ADHERED FLASHING WEEP SCREED MAINTAIN EXTERIOR DOOR WITH DECK CONT. GALV. "L" FLASHING PER TEXTURED, PAW— MANUFACTURES EXTER. WALL FI 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 <? f HOLD EXTERIOR FINISH 2" ABOVE r*. ROOF a.foR;r FLASHING o .,. 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/ TF CONT. GALV. "L' FLASHING PER MANUFACTURE: SPECIFICATION: \ ` OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE CONTRACT R \°°S TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL / R°°F �E°K !9 METAL DRIP EDGE TO T RF `sh/ BE UNDER y ti UNDERLAYMENTAT �Fys 9p✓ C0 FS, ROOF EAVES ° O 9� OROO `2 �j i p O'gv AMEN \ \ �yV'yT0 P oURn �RS� \ 200 °° Go RAKE METAL DRIP EDGE z2 29'� TO BE OVER EAVES UNDERLAYMENTAT 1411x- 2 GABLE ENDS EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 7' FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR 1 ♦4 MOM ow :9 off 0041 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 x ro w FLASHING ULoo 3 1/2" 150 STATE STREET FAST J,v�O _jfA UNPERFORATED vi W W W.DAVLSBEWS.COM FLANGE 7/8" r •Np(�ohi C9 WEEP SCREED MAINTAIN BOTTOM OF ®aIL" s WEEP SCREED ro=h U h 1 1/2" TO 2" �O ABOVE ROOF _O� FL � . SHEATHING BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE IUBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH IDHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. B NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 JO8 REVISED x ro w ULoo 150 STATE STREET FAST J,v�O _jfA 813.925.1300 TEL vi W W W.DAVLSBEWS.COM TAMPA • DENVER r •Np(�ohi C9 ®aIL" s ro=h U h �O _O� FL � . -CJ.- 0h Oo Z N B NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 JO8 REVISED t 1 1 t t y DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 �— t 1 1 t t COACH LIGHT COACH LIGHT A/C D15CONN. ELECTRICAL -r [0-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 011. P. WEATHERPROOF DUPLEX OUTLET { F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET [0 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 YOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT E:*D FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) g CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIMAL) ® CAR50H MONOXIDE DETECTOR so SMCKE DETECTOR (ARC -FAULT) so c SMOKE / CAR50N MONO. CGMBO DETECTOR (ARC -FAULT) k< TELEPHONE (OPTIONAL) TELEYI51% (OPTIONAL) (r THERMOSTAT rp ELECTRIC METER -SOL ELECTRIC PANEL DISCONNECT SWITCH ® SPE_A<ER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ <,�J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE65 OTHERWI5E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEI6HT5 ABOVE FINISHED FLOOR. $DITCHES.... 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. PROYIDE ANI) 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. DEYICE AND TAMPER -PROOF RECEPTACLES PER N-E.C. 2014 4010.12 AND 406.13 5. ALL 15A AND 20A 125Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.0 6. IT IS THE RE6PON5151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL iIORK 15 IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, F.B.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL 5TANDARD6, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPO5ES. 3. ALARMS $HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAW$ SHALL HAVE BATTERY BACKUP. COMBINATION SMGKE/CARBGN MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DI ECT— COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED AMPS. REQiJIr-D UNDERGRO.ID— SERVICE BY POWER COMPANY 1-410 ALU. CABLE A/C DISC. 14 AND 12 COPPER TO LIGHTS AND CUTLETS 10 COPPER TO WATER HEATER #3 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL NOTE: EL ECTRICALMATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODE5, AND THE LOCAL POWER COMPANY. JOB NUMBER B-1815861 CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED F_ DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVEIZ EST. 1994 F_-,_ • T1 TLE • MAIN FLOOR ELECTRICAL PLAN , S t t S s t s f s S o 0 0 x ro r U ro 0 J I, F, (� 0000) ®mss > _jN g� U) IL • h 0 ® 8=c8 cO m FL oN � (O o - 0 Zr��t JOB NUMBER B-1815861 CAD FILE NAMELT 50 TB ISSUED 09-06-18 REVISED F_ DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVEIZ EST. 1994 F_-,_ • T1 TLE • MAIN FLOOR ELECTRICAL PLAN , S t t S s t s f s S ELECTRICAL E� { DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER oP WEATHERPROOF DUPLEX OUTLET _F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-5WITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDE6CENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,, RECE55ED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST PAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO. COMBO DETECTOR (ARG -FAULT) I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) QQ THEW05TAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J HORIZ. c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT. CEILING PAN LIGHTS NOTES - W/ OPT. I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED LAV. ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL $WITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 5HALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR$. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, 6LE4PING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN6, 5UNROOM6, RECREATION ROOM$, CLOSETS, HALLWAYS, UTILITY ROOMS AND BIHILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN'THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RE6PON8151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOI;�C 1$ 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 FO661L-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAF 50N 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 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAW6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM$ SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. p-111 p-11 : 1.0 � 4" I= WON �0�9 w I W� � ME M Amk 11 " 0 JOB NUMBER B-1815861 • CAD FILE NAMELT 50 T8 ISSUED 09-06-18 REVISED Y I i DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 923.1800 FAX W W W.DAVISBEWS.COM TAMPA • I7ET,4 R EST. 1994- 2 138 ___ ' TITLE • UPPER FLOOR ELECTRICAL PLAN • x ro w U ro N 000) co r N d .,' L > � J cq M o ro� h �U'0 0 J71O Sm O CO coi E' u- s O s =! C4 (0 0 -0 4J 6 6 JOB NUMBER B-1815861 • CAD FILE NAMELT 50 T8 ISSUED 09-06-18 REVISED Y I i DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 923.1800 FAX W W W.DAVISBEWS.COM TAMPA • I7ET,4 R EST. 1994- 2 138 ___ ' TITLE • UPPER FLOOR ELECTRICAL PLAN • NOW ��� FRAMING FANNER CAPACITY LE -GE -ND Oj 51MP50N MT5Mlo, 20 - (1)10d w/(4)1/4" x 21/4" TITEN (TYP. 12 51MP50N HIO - (6) ad X 11/2" (TYP. 5YP FRAME) FRAME TO MA50NRY) 51MP50N METAIS-40 - (1)10d x 1-1/2" (TYP. FRAME TO MA50NRY) 13 51MP50N MT512 - (14)10d 1112" (TYP. 5YP FRAME TO FRAME ALL-AROUND) O 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 1/4" TITEN (TYP. 14 51MP50N L5TAI8 - (14) IOd (TYP. FRAME TO FRAME) FRAME TO MASONRY) O51MP5ON LTT205 - (10)-10d 11/2" x 10" A.B (TYP. FRAME TO 15 51MP50N HT520 - (24)10d 1 1/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O51MP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO l0 51MP50N L5TA30 - (22) Iod (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) 0� cqN 0 2 51MP50N HTT4 - (1) 5/8" dia. A.B. + IS-lod BOLT IN 51MP50N SET 1 (2) 51MP50N MT518 - (14)10d 11/2'1 AT EA. 5TRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME ® 51MP50N MGT - (1) 5/8 DIA. ATR F 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK 5ET IN 51MP50N 5ET EPDXY. (TYP 2 -PLY 00 TRU55 HEEL TO MA50NRY) (39050 19 51MP50N 5To224 (281 I'od (TYP. FRAME TO FRAME ALL-AROUND) 51MP5ON MGT - (1) 5/8 DIA. x o" ATR + 22-10d EMBED ATR 5 5/8" (3) 6IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MA50NRY K0. BLOCK 5ET IN 511`1f:�ON 5ET EPDXY. TO FRAME) ® 51MP50N M5TAM 30 - (4)1/4 x 2 1/4" TITEN TO BLOCK AND 1-10dZ 1 (4) 5IMP50N HT520 - (24)10d 1 112" AT EA. 5TRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 51MP50N LGT3-6D5 25 (12) -5D$1/4" x 2" INTO GIRDER AND (4) 3/8"22 5EE GABLE END DETAIL - ENGINEER DETAIL PAGE5 x 5" TITENS INTO WALL WITH MGT A5 DE5GRIBED IN CONNECTION 1 �(dh (TYP. FOR 3 -PLY TRU55 HEEL MA50NRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGE5 qyIMPSON HTT5 - (1) 5/8" DIA. A.B.+ 2o4d BOLT IN 51MP50N 5ET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 2q 51MP50N HTSMIo - (V 10d w/ (4)1/4x2 1/4 TITEN (TYP. 5YP FRAME TO MASONRY K.O. BLOCK 5ET, (TYP. 5YP FRAME TO MASONRY G.M.U. ALL-AROUND) l0 51MP30N HGT-2 (2 Ply member) -(2)3/4" DIA. A.B. i Io -10d EMBED A.B. 25 51MP50N M5TCM40 W/ (14)-Iod 51NKER5 AND (10)1" x 2 "" TITEN INTO MA50NRY K.O. BLOCK 12" (MIN) 5ET 5OLT5 IN 51MPSON 5ET 5CREW5 EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 2� 51MP5ON 1`15TCM0 W/ (26)-Iod SINKERS AND (14) 4" x 2 "' TITEN I1 51MP50N H6T-3 (3 Ply member) - (2) 3/4"DIA. AB.; (l0)10d EMBED SCREWS A.B. INTO MA50NRY KO. BLOCK 12" (MIN) 5ET BOLT5 IN 51MP50N 5ET EPDXY. (TYP 5.Y.P. FRAME TO MA50NRY) NOTES: 1. TRU55E5 ARE SHOWN A5 PROVIDED BY THE MFGR CONTRACTOR 5HALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE 5TRAPPING: MAYBE U5ED IF 5TRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE 5TRAPPING LISTED. 2. CAPACITIE5 ARE A5 PER 51MP60N 5TRONG-TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. 5EE MANUF. FOR OFFICIAL CAPACITIE5 AND IN5TALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILL U5TRATION PURPOSES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN 51GNED AND 5EAL ED BY A FLORIDA REGI5TERED PROFE55IONAL ENGINEER. TRU55 DESIGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'5 IN5TRUCTION5 MAY BE FOUND ON 5HEET N -I AND SHALL BE COMPLIED WITH IN FULL. UNLE56 NOTED ®TNERUIE: I: ALL ONE 5TORY MASONRY TO TRU55 CONNECTION5 TO BE 51MP50N META20 (AT EACH TRU55) W/ (1)10d x 1-1/2" (UN.O.) 2: ALL TWO 5TORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N HETA20 (32" O.C. MAX.) W/ (9)10d x 1-1/2" (,,5EE 5TRUCTURAL 6HEET5 FOR ADDITIONAL STRAPPING REQUIREDti) (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP50N HIOA W/ (IS)10d x 1-1/2" OR 51MF50N HT520 Wl (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT 5ECOND FLOOR FRAME TO FIR6T FLOOR MASONRY WALL CONNECTIONS A 51MP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY NTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5 FOR FULL CAPACITY 3R=GIFIGATI0N FOR LEDC ERE (THE FOLL-0WIING SHALL APPLY UNO) .r, co °W I L-' LEDGER A (LA) - 2x4 PT W/ 1/4" DIA, x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE- THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD Oro" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL_ A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTAE3LE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSIo AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 5D625o00 SCREWS AT EA. STUD (Io" Q.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT510 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA, x 8" A.B. AT 12" O.C. STAGGERED W/ 5IMF50N H4 MIN, OR EQUAL AT TOP CHORD BEARING OR E71MPSON 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 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIND. LEDGER Cr (LG) - (1) 2x8 W/ (4) SIMPSON SD625600 SCREWS AT EA. STUD (Io" O.C. MAX.) W/ SIMf-SON HU/HUC28 AT FACE ATTACHMENT OR HTSIo AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. 101910 INCLUDED ELE VATI00"N' W/ GAFAE R,m,,,TRUSS STRAPPING PL A NS �JQB NUMBER 8-1815861 • CAD FILE NAME LT 50 T5 ISSUED 09-06-18 REVISED oil 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 1. MEISHEID, P.E. #83217 —THEREBY 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 X LO 0 00 U100 0� cqN 0 2 cm Y 6 > Jcq L IL 00 W �h '0h 0= 00 v.Z_CJ L n N }, 0 .a W �(dh 4j o0 Z — �JQB NUMBER 8-1815861 • CAD FILE NAME LT 50 T5 ISSUED 09-06-18 REVISED oil 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 1. MEISHEID, P.E. #83217 —THEREBY 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 2 1 38 , • TITLE • TRUSS STRAPPING PLAN • SHEET • , I I t t t t I I t I I lie 2 1 38 , • TITLE • TRUSS STRAPPING PLAN • SHEET • , I I t t t t I I t I I FRAMING FASTENER CAPACITY LEGEND @ 51MP50N MT5MI6, 20 - (1)10d wl (4)1/4" x 2 1/4" TITEN (TYP. FRAME TO MASONRY) 12 51MP50N HIO (8) Sd X 1112" (TYP. 5YP FRAME) 51MP50N METAIa-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 5IMP50N MT612 - (14)10d 11/2' (TYP. 5YP FRAME TO FRAME ALL-AROUND) O 51MP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 1/4" TITEN (TYP. 14 SIMPSON LVAlb - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) x ro O 51MP50N LTT206 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 1� 51MP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O SIMPSON HETA20 - (9)- 10d x 1 1/2" (TYP. 5YP FRAME TO io 51MP30N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ®SIMPSON NTT4 - (l) 5/8" Glia. A.B. + IS -16d BOLT IN SIMPSON SET li (2) 51MP50N MT518 - (14)10d 1112" AT EA. STRAP (TYP. 5YP FRAME 7O EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) SIMPSON HT520 - (24) ISd 11/2" AT EA. STRAP (TYP. 5YP FRAME O 51MP50N MGT - (l) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN 51MP50N SET EPDXY. (TYP 2 -PLY z°��° TRU55 HEEL TO MASONRY) (3965) 19 51MP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) SIMPSON MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) 6IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN 51MP50N SET EPDXY, TO FRAME) ® 51MP50N MSTAM 36 - (4)1/4 x 2 1/4" TITEN TO BLOCK AND 1-10d21 (4) 51MP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 51MP50N LGT3-5D5 2.5 (12) -5051/4" x 2" INTO GIRDER AND (4) 3/8"22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3 -PLY TRUSS HEEL MASONRY) (@SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES IMP50N HTT5 - (U 5/8" DIA, A.B.+ 264d BOLT IN 51MP50N SET EPDXY. EMBED A.5,5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 SIMPSON HT5M16 - (8)10d w/ (4)1/42 I/4 TITEN (TYP. 5YP FRAME TO MA50NRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) @ 51MP50N NGT -2 (2 ply member) -(2)3/4" DIA. A.B. + 16-I0d EMBED A,B. 25 51MP50N M5TCM40 W/ (14)4d SINKERS AND (10) 4' x 2 4" TITEN INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET SCREWS EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 20 51MP50N M5TCM60 W/ (26)-16d SINKERS AND (14)4" x 2 4' TITEN @ SIMPSON NGT -3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTES: I. TRUSSES ARE SHM A$ PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 51MP50N STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE, SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. TRU55 DHIGN NCTrF: ADDITIONAL DELEGATED TRU55 MANUFACTURER'5 INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 (AT EACH TRU55) W/ (1)10d x 1-1/2" (NO.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE 6IMP5ON HETA20 (32" O.C. MAX.) W/ (9)10d x 1-1/2" (115EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) IU.N.OJ 3. ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON H10A W1(18) ISd x 1-112" OR 51MP50N HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 6IMP50N M5TCM60 MAY BE 6Q55TITUTED FOR ANY NTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY SFECIFFICATION FOR LEDr�IYF1:5 (THEE FOLLOWING SHALL APPLY UNO) °JOB NUMBER B-1815861 • CAD FILE NAME L T 50 TB ISSUED 09-06-18 REVISED ♦ LEDGER A (LA) - 2x4 FT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD Oro" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 6I5TEIRED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT510 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ 51MPSON HU/HUG28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO)_ ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA, x 8" A.B. AT 12" O.C. STAGGERED W/ SIMP50N 144 MIN, OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUG410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS 5UPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x,5" A.B. AT 24" O -C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 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 G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525Q00 SCREWS AT EA. STUD (1(o" O.C. MAX.) W/ 51MP60N NU/HUG28 AT FACE ATTACHMENT OR HT519, AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO_ ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. 101,316 INCLUDED ELEVATION W/ LANAI TRUSS STRAPPINGPLANS F1.11.1 iri VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 [HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY 2138_6 �I TI TLE TRUSS STRAPPING PLAN s SHEET ` tKz ♦ I I I F t I I I x ro U too � �o doN� 0) ff� NO`.MM!0) Y > •t c\I _ 0 E2° t. f Oro Ca 0I _*_'� 0 L W n z°��° °JOB NUMBER B-1815861 • CAD FILE NAME L T 50 TB ISSUED 09-06-18 REVISED ♦ LEDGER A (LA) - 2x4 FT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD Oro" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 6I5TEIRED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT510 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ 51MPSON HU/HUG28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO)_ ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA, x 8" A.B. AT 12" O.C. STAGGERED W/ SIMP50N 144 MIN, OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUG410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS 5UPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x,5" A.B. AT 24" O -C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 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 G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525Q00 SCREWS AT EA. STUD (1(o" O.C. MAX.) W/ 51MP60N NU/HUG28 AT FACE ATTACHMENT OR HT519, AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO_ ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. 101,316 INCLUDED ELEVATION W/ LANAI TRUSS STRAPPINGPLANS F1.11.1 iri VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 [HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY 2138_6 �I TI TLE TRUSS STRAPPING PLAN s SHEET ` tKz ♦ I I I F t I I I FAA CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" A5 PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY ORC EONOMIG5. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID Y COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'S COMPONENTS �D THIS TIME 4 RESERVE5 THE RIGHT TO MAKE ANY GHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ED NGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST REGENT BGS( REGOMMENATIONS. TEMPORARY 4 PERMANENT BRAGING SHALL BE PER MOST RECENT BCS( RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY, TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFIGATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S 5PEGIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA&TCRETE. USE OF CA5TCRETE LINTELS AND SILL& OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER 15 REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH A&. ROOFIN(fi, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURP05E5 ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMFOCOORDIINATOR, ENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER I& PROVIDED HEREIN. CONTRACTOR, AS PROJECT BE RE&PONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USE_[) 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S 5PECIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE55URE5 REQUIRED BY THE SEALED PLANS_ •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a lo" O.C. TO PROTECT FROM FALLING HAZARD_ • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAIL5 SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.G. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" 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 BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON 51525,00 SCREWS AT 8" O.G. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 11ka'' OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR 5UPPORT BELOW, NAIL ED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT, ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SPI CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND &HALL BE NAILED WITH (o) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPADED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAIL S. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGE& OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLAGE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE- ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE. ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2" DRYWALL. • ALL DOOR& FROM GARAGE ADJACENT TO LIVING &PAGE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLA&HING (NOTE: SPE PLPVATION PAGE FOR ROOFING TYPO: • R904.5.1 NAILS: •• NAILS SHALL BECORROSION-RESISTANT NAL15 CONFORMING TO ASTM F16o-1 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • 5HINGLE UNDERLAYMENT: MIN. 30# FELT (OR PEAL 4 STICK) INSTAL ED PER MANUFACTURE SPECS - FBCR 905,1.1 e TILE UNDERLAYMP-NT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 20 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRIGK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE o"Xo"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMP5ON TITEN HD ANGHOR5 � 24" O.G, W/ 4" LAP ONTO BRIGK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SGREW5 a 12" O.G. W/ 4" LAP ONTO BRIGK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.BC. CRITERIA, OR BY OTHERS. • BRIGK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLG. 15 NOT RESPONSIBLE FOR BRIGK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRIGK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIGK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS, NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRIGK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRIGK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'& 5PECIFICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. I. CODES 4 REFERENCE&: U. FLORIDA BUILDING CODE, RESIDENTIAL 0th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE CACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-7). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.0, DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. &TH=AT %MTI(nNI 2. DESIGN CRITERIA: 2.1, ROOF LOADING: LIVE 20 P&F DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4, FINISH MATERIAL DEAD LOAD NOTES: 2.6 MIMAI�NIFORMLY p15TRUBUTEp RL1V�1L0AD5 (IN Pni IN!"A PPIP C�nl I A IPG !°/)/)T) USE LIVE LOADS UNINHABITABLE ATTICS WITHOUT STORAGE b 10 UNINHABITABLE ATTIC5 WITH LIMITED STORAGE o, 5 20 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES (EXTERIOR) AND DECKS 40 FIRE ESCAPES 40 GUARDS AND HANDRAILS 200h GUARD5 IN -FILL GOMPONENT5 f 50h PA55ENGER VEHICLE GARAGES' 50' ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOM 30 5TAIR5 40c INV I c: I IUN 301.5 LIVE LOAD FOR ALL FOOTNOTE DEFINITIONS FOUND IN TABLE R 3015 "MINIMUM UNIFORMLY D15TRUBUTED LIVE LOAD5." 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER, 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIAL& OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CPANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PREE&SURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 pai 'a 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM Ao15 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM Clllo TYPE III 4.13. USE 0,1% BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE o/TMS o02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE&TON, VIRGINIA: EXCEPT A& MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 PSI. 5.2.3, DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD, 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5, QUALITY ASSURANCE IS NOT APPLICABLE. 5.20. GROUT SHALL COMPLY WITH ASTM C4 -1(o. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5.3, PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2, MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT, 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAIR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.0. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS A& INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED A& "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")', AND 'MICHIGAN CONTROL JOINT', 0. WOOD FRAMING: o.l. DIMENSIONED LUMBER SHALL BE DRESSED &45, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. o.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 0.3. FRAMING WALLS 4 COLUMNS 0.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED 'a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 0.3.2, ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 0.33. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED ') lo" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 0.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. (0.3.5. INTERIOR NON -LOAD BEARING WALL& SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 0.3. 0. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 'a) MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS e 4'-0 O.C. MIN. 03.7. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 0.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE &HALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 0.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. o.o. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.CJ. (&EE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 0.0.1. ROOF SHEATHING: SHINGLE OR METAL, 7/l0" MIN, THICK APA RATED SHEATHING &UPPORT D OVER ER 24 MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR'. SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'& WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. o.o.2. WALL; 7/10" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 0.0.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIrREMENT&.. 0.7 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 0,8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 5IMP50N STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER, 0.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER SCSI RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 0.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 0.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/10" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. 1@ 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) 5IMP5ON 5[)525000 e 24" O,C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMP&ON HTS18 OR TO BLOCKING ABOVE '2 24" O.G. AS PER DETAIL 'F'/52. 5LOCKIN6 DEFINED (THE FOLLOWING bHALL APPLY U.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS A GENERIG TERM. TH15 NOTE SEEKS TO GLARIFY PROPER BLOCKING TEGHN]aUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOGKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOGKING IN A WALL GAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE GAVITY FORMED BY THE STUDS. U.N.O. • BLOGKING WITHIN A FLOOR TRUSS WEB SPAGE 15 TO BE ORIENTED THE SAME AS THE END VERTIGAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB GOMPONENTS, IT SHALL EXTEND FROM THE TOP GHORD, 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 GHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP GHORD, OR IF INTERRUPTED BY DIAGONAL WEB GOMPONENT5, IT SHALL EXTEND FROM THE TOP GHORD, TO WEB MEMBER, AND A 5EGOND PIEGE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTIGALLY, AS NEGESSARY TO FAGILITATE THE ITEM FOR WHIGH BLOGKING 15 NEEDED, U.N.O. • BLOGKING USED TO FILL VOID 5PAGE (I.E. THE VOID SPAGE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER GOMPONENT5 SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PAGK ABOVE. • BLOGKING INSTALLED BETWEEN ADJAGENT TRU5SE5 SHALL BE PERPENDIGULAR TO THE TRUSS GHORD BEING BLOGKED, AND SHALL BE ORIENTED ON EDGE. EXGEPTION: AT HIP AND VALLEY LOCATIONS BLOGKING WHIGH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS GHORD BEING BLOGKED. U.N.O. • IN GENERAL BLOGKING INSTALLED AS PER THE GRITERIA ABOVE 15 INTENDEID FOR STRAPPING, BRAGING, AND SUPPORT, U.N.O. 5FEECIFICAiION FOR BUCK ATTACHMENT THE FO _O G S PPLY N.O + IF lx - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING, IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS @ 12" O.C. w/ MAX. o" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLO Cx ' _ _PPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING GODE, RESIDENTIAL oTH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UN.O.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 511 . + ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF o". + ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LAB5 SHALL HAVE A MINIMUM EMBEDMENT OF i". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICE5 MUST ACCOMPANY THE NOTATION TO USE SAME. 1 a, � � s SPECIFICATION FOR LANDINGS 4 3TAIR CON,5TRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) a%� + ALL STRINGERS TO BE 2=2X12 #2 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N LSG HANGER. • STRINGER5 RUNNING PARALLEL TO 4 5UPPORTED BY A WALL SHALL BE ATTACHED: •• ,E) MASONRY/CONC. WITH 1" DIA X 3" TAPCONS AT 8" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (U5E PT AT MAS./GONG.). •• WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (Io" O.C. MAX) •+ IF 5TRINGER5 ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• 13 CONC, W/ 4" DIA. X 3" TAPCONS 0 12" O.C. •• 0 WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLL OW5: •• JOISTS TO BE 2X8 1'2 5YP, MIN. �@ lo" O.G. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. •• IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING J015T, 4 (2) 0.131 X 32" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT lo" O.C. MAX. ••• 14" X 3" TAPCON5 00" O r. 5TAGGERED /,) MASONRY/CONCRETE ATTACHMENT, •+ ATTACH J015TS TO LEDGERS OR BEAMS WITH 6IMF60N LU62o HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. SUB5TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. + GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION 8312. CONFLICTS (THE FOLLOWING SIAL! APPLY U.N.O.) • REGARDLES5 OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMET (THE FOLLO G S _ PPLY UNO) CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISGREPANGIES TO THE ENGINEER PRIOR TO 5TAR.TIN6 ANY WORK. ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. ULTIMATE WIND SPEED (Vult) NOMINAL WIND SPEED (Valt) RISK CATEGORY WIND EXPOSURE INT. PRESSURE COEFF. MAX. MEAN ROOF HEIGHT 142 MPH 110 MPH +/- 0.18 ENCLOSED 27.5' MAX. COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SQFT + 28.6 /-117.1 PSF @ 20 SQFT + 26.5/- 109.1 PSF @ 50 SQFT + 22,3/- 99.4 PSF @ 100 SQFT + 20.2/- 91.8 PSF WALL @ 10 SQFT + 49.7 /- 66.7 PSF @ 20 SQFT + 46.3/- 62.3 PSF @ 50 SQFT + 44.6 /- 56.9 PSF @ 100 SQFT + 42.1 /- 55.2 PSF @ 500 SQFT + 37.1 /- 41.3 PSF SUITS, OR LITIGATION BY ANY INTERESTED GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF 10' WIDTH + 43.6/- 48.9 PSF 12' WIDTH +42.9 48.3 PSF NEW CODE UPDATES 16'+ WIDTH + 42.0/- 47.5 PSF CHART IS IN "ULTIMATE" PRESSURES. ADDED 142 MPH SHEETS DK/PK "ALLOWABLE" = 0,6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE I content: Structural Notes Sheet number: 1 142-2-7.5 I S I I f I NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJEGT. 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 REVISIONS CODE TABLE FOR DESIGN CRITERIA DK/PK a o 0 Lu 0 = z Z 0<W w o U xt- zzD iC <= :D LLJ a w°=o W6D0 ® i{ 0_ z} N U wu:Oz- wZo� ��uwz 1_ y C+1 >M z¢ �n 00 QZQ0W zNul�Cl7 V) J yM� �-QOw 0 d =z � w -TILncc iHaizW O � ��a�-z �o?o W�C, Q~ L1 j �o�2p zwzw0 n!: LL_ U= (D zzat-v� LLJ mQz z wl7Zwj �J z L`3:5 E w W- W>- Q k = Q UjW Lw) w LLJ =aim ~'www - o oma Li UM O M Lr) LU m r-4 Q 14t Lli 00 J W0 00 M lA w cV Z w O 4 00 0 Ch z�-®Q 0 X M O ® Cr `00 V Q H 0 U_ Q x � vi g CL n a as €/ ILL �j rQ LLM LjL II II „ DATE pg_15_18 SCALE NOTED DRAWN MK/PDK JOB - - content: Structural Notes Sheet number: 1 142-2-7.5 I S I I f I PRE- ENGINEERED WOOD 12 TRUSSES s 24" 0/C UPLIFT CONNECTOR (SEE TRUSS ITYP.) SEE ELEV. SKEET FOR SCHEDULE) 51MPSON 5P2 'a) EA.STUD 111,61" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 10" MIN. .. a K.O. CMU BOND - - BEAM EMBED ACI STD. NOOK IN BOND BM. #5 BAR VERTICAL WALL REINF. 4: GROUT CELL5 SOLID SEE PLAN FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT 4. :4 EMBED ACI 0'-0" FINISHED 5TD. NOOK IN FLOOR FOOTING 2X4 PT STUDS 0 16" O.G. OR CRICKET A5 FOOTING SEE FOUNDATION (1)2X4 PT STUD 9 24" O.C. UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 =--- 51MP50N SPI �@ EA. STUD MAN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.xo" A.B. 0 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMFI50N META20 EA.5TUD MOISTURE BARRIER 8"X5"XIQ" K.O. BLOCK W/1 05 CON . 4 (1)#5 VERT. IN CONG.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: 'IAT 2xo' WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP 5PLIGE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INGHE5) GRADE 40 GRADE &0 3AR SIZE BEND DIAMETER LENGTH LAP SPLICE SEND DIAMETER LENGTH LAP SPLICE PLAN5, RE6ARDLE55 OF HOW MINOR, "All II51, "C', ID11"A" d ° °. / HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED 03 11/5 4 1/2 1 15 2 1/4" 4 1/2 9 1/4 ° ° U°° ) ¢4.2-1/2" 6 91/2 20 3" 4. 15°2-1/2 ..' 4 4° 5 ° "1=3-1/2 11 3/4 25 3 3/4" 1.5 l ° a .. 3 3/4 9 14 30 4 1/2" 9 ° 35 a1 4 3/8 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 10.5 21 3/4 53 10" MIN. .. a K.O. CMU BOND - - BEAM EMBED ACI STD. NOOK IN BOND BM. #5 BAR VERTICAL WALL REINF. 4: GROUT CELL5 SOLID SEE PLAN FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT 4. :4 EMBED ACI 0'-0" FINISHED 5TD. NOOK IN FLOOR FOOTING 2X4 PT STUDS 0 16" O.G. OR CRICKET A5 FOOTING SEE FOUNDATION (1)2X4 PT STUD 9 24" O.C. UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 =--- 51MP50N SPI �@ EA. STUD MAN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.xo" A.B. 0 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMFI50N META20 EA.5TUD MOISTURE BARRIER 8"X5"XIQ" K.O. BLOCK W/1 05 CON . 4 (1)#5 VERT. IN CONG.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: 'IAT 2xo' WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP 5PLIGE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INGHE5) GRADE 40 GRADE &0 3AR SIZE BEND DIAMETER LENGTH LAP SPLICE SEND DIAMETER LENGTH LAP SPLICE PLAN5, RE6ARDLE55 OF HOW MINOR, "All II51, "C', ID11"A" ENGINEERING, LLC, SHALL AUTOMATICALLY 1151, HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED 03 11/5 4 1/2 1 15 2 1/4" 4 1/2 9 1/4 16 a4 21/2 6 91/2 20 3" 6 121/2 21 5 3 I/8 1.5 11 3/4 25 3 3/4" 1.5 15 1/2 26 *6 3 3/4 9 14 30 4 1/2" 9 13 1/2 35 a1 4 3/8 10.5 j 16 1/2 35 5 1/4" 10.5 21 3/4 53 ,8 V=LLIJ - w l-ap =W 2KF�- Q S" 12 24 3/4 14 n -' o m Ln 9" 13.5 2,3 95 ° PLAN FOR SIZES 4 MORE NFO. .w. rL­Wasonry, Wall Reinforced Cell Detail $-� SCALE: NTS 10" MIN. a 8x8 K.O. CUM BOND BEAM w/ 1- 055 BAR CONT. a- PRE-ENGINEERED GONG. LINTEL — — w/ 1- 05 BAR CONT. NOT FOR U5E IN THE HVHZ (DADS BROWARD) EMBED ACI INTERIOR LOAD SPI-14CONNECTORSSHOWN. F Kneewall Above Masonry Wal! Detail 5TD. NOOK IN ;5 BAR VERTICAL WALL REINF. (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPWB S 1 SCALE: NTS BOND BM. GROUT CELL5 SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF FOR LOCATIONS TRUSS TOP PLATE 6PH4 CONNECTORS SHOWN. Rebar Lap, Embe BRG. TRU55 BRG, FOR WALLS LARGER THAN , dment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMPSON „ON SP1 S ON r S 1 SCALE: NTS EACH SIDE Or STUD TO J„ BOLT W/ NUT 4 WASHER (REFER TO NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION WATCHING LEGEND REGARDLESS r INSTRUCTIONS FOR SPACING 4 SIZE) 5 DOWELS SEE PLAN FOR SP2 5 ON EACH SIDE OF 05 VERT. WALL STUD BEARING OF HATCHING FASTEN EA, STUD STUD TO TOP PLATES. -� LOCATION LAP 25” MIN. WALL SHOWN ON TO TOP PATE w/ U.N.O." REINF. GROUT AT 2x8 WALLS USE SPH6 PLANS, WALLS � CELLS SOLID 2xo P.T. JAMB UPLIFT CONNECTOR INTERIOR LOAD (SEE PLAN FOR SIMP50N 5PH4 w/TCONNECTORS IN LIEU OF EMBED AGI THAT SUPPORT SEE TRU55 SHEET FOR `� a . (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN. CLEAN OUT BEARING WALL SIZE) SYP 2x4 MIN. 12-10d NAILS r 5TD. HOOK IN (W/O UPLIFT) STUDS 1� O/C NOTE: FOR SCHEDULE) I� ROOF TRUSSES ADDITIONAL STRAPPING e JAT 2x8 WALLS USE 5PN8 FOOTING U.N.O. r COLUMNS a "NOTWITHSTANDING MANUFACTURER'S& CONNECTORS IN LIEU OF 0'-0" FINISHED EITHER SPECIFICATIONS, JAMB SHALL BE 2xo 5PH4 CONNECTORS SHOWN. DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (I) SIMPSON 5PH4 WK12) IOd FOR WALLS LARGER THAN FLOOR INDIRECTLY HOUSE WALLS, 1 4 ° FOOTING SEE FOUNDATION PLAN PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2 DIA. x 8 COMMON NAILS EA. STUD 2x8, USE SIMPSON SPI 5 ON GARAGE TO ARE TO BE STUDS � lo" O/C U.N.O. A.B. AT 24" O.G. STARTING 9" MAX. I/2 GYP. BOARD 1/2" DIA. x 8" HOUSE WALLS, INSULATE PER r TR�rK/BRACKET 1/2 GYP. BOARD EACH SIDE OF STUD TO FOR SIZES 4 MORE INFO. BUILT AS - P ^ r FROM THE SLAB, USE 2" DIA. WASHERS ' BEARING WALL GALCS/SPECS I/2 DIA. x 8 TITAN ND 24 BOTTOM PLATE 4 SIMP50N TITEN HD 48" INSULATE PER P O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK 5P2'5 ON EACH SIDE OF O.G. MAX (SEE GALCS/SPECS W/UPLIFT SPECS. ATTACHMENTS TO THE JAMB ARE BY 2�C 5.Y.P. STUDS 10 O.C. FOUNDATION (U SIMPSON SPN4 1500 L55. ON EACH TRU55 r U.N.O. STUD TO TOP PLATES. PLAN FOR (1 12-105 NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UNO" LOCATION OR STUD (STRAP TRUSS PAGE FOR LOCATION r�+ ARE MIN. STANDARDS, MORE STRINGENT "J" BOLT5 4 WASHERS � 2'-0" INSULATION OR PER ENERGY EXCEPTIONS) NEEDED ONLY OR EXCEPTIONS) vara e Door Attachment Detai! CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL. CALLS./SPECS. N Masonr Column Lanai/Entry Detail PT BOTTOM PLATE W/ROOF UPLIFT) r $ SCALE: NTS DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR $ SCALE: NTS 1 0,-01 PT BOTTOM PLATE CONTROL. U.N.O. WALL THICKNESS) CONT. 2X PT SOLE PLATE . ° .m e7T_ ?° � �3P IN, 4 0 0 DBL 5YP TOP PLATE (1) SIMPSON SPI -14 W/(12) ICd ° ° r4"GONG. SLAB. SEE COMMON NAILS EA. STUD5 BAR TRANSITION�•. •••• ° FOOTING SEE i FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR d STEEL AGI STD. 4w ��.• 1 - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MOR INFO. -' K.O. CMU BOND NOOK (TYP) FOUNDATION PLAN FOR I - Ul �» -III I SIZES 4 MORE INFO. -III-III- FOR SIZES 4 MORE OCCUR � A LINTEL USE 1/2" x o" EL V 0'-0" TOP OF SLAB -�, BEAM INFO. 5P4 0 TOP - THREADED ROD SET IN ® Q 0 s -, B Load Srn Interior Stud Fart. Detail Load Srn Interior Stud Part. Detail SIMPSON SET EPDXY. S 1 SCALE: NTS LL S-1 SCALE: NTS )With U lift 2 X 5.Y.P. STUDS '� IQ" O.G. - U.N.O. 4 SEE FOUND. PLANVERT. WALL REINF.Without Upliftp W FOUNDATION PLAN FOR LOAD BEARING OR --- _ `� SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. #5 BAR TRANSITION ®� Ilk SHINGLE /TILE ROOF -SEE ELEVATION r ENGINEERED r EXTERIOR WALL 2 X STUD 195io MODIFIED PROCTOR PER ASTM D1551) PRE ENGINEERED WD STEEL ACI STD. PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRUSS a 24" O.G. (� �+ HOOK (TYP) PER MANUFACTURERS SPECIFICATIONS. � SEE „ „ 8" C. M. U. U 'Vara e Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV. 10 x 1/2 DIA. J DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS P X P.T.5TUD S1 W/ Uplift SCALE: NTS INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) #5/ERT. IN FILLEDT, UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL 505.1.1 TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2° DIA x 8" r p Masonr Transition' Detail FLOOR $"� SCALE: NTS n BRNG WALL TITEN ND TRUSS (4) IOd NAILS INTO ELEVATION VARIES I BRG DBL TOP PLATE TOP OF MASONRY TITEN HD 48" O.G. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0" WALL 15 INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF EXTERIOR FINISH 1/2" GYP. BOARD TYP, SEE NOTE ON N -I ELEVATION PAGES FOR PAGWITH UPLIFT. o•° • 0•°0• (SEE ELEVATIONS) 1/2" GYP. BOARD I TO BE FULLY - APPLICATION RAGE SOFFIT/FASCIA DETAIL ° ° ° n GRADE r GROUTED -� - 1 -°- _ T.� _ - _ _ SECURE PLATE 4 10 I/2 a o DIA. J BOLTS 4 /ARIES SEE ROOF PLAN 9 WASHERS 4'-0" O.G. i „ a _ _ 2X 5.Y.P. STUDS to Or. Ix2 PT NAILER (1) SIMP50N SPH4 0 ° (MAX.) CENTERED ON 8x8 K.O. CMU BOND BM. w/ 1 -5 BAR _ U.N.O. DRILL 4 EPDXY WALL. (REFER TO FND 4 NOTE: GOVT. (MIN LAP = 25") GROUT DELLS TYP. � ° — I— I - INTO LINTEL/BOND 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. p (_ I _ FLR PLN FOR WALL INSULATION OR PER ENERGY OR GIP BEAM • MISSING DOWELS: WHERE FOOTING THICKNESS) GALCS./SPECS. ABOVE WITH DOWELS ARE PLACED INCORRECTLY 8 x8 PRECAST CONCRETE LINTEL � MINIMUM OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF. ° _ DONT. 2X PT SOLE PLA7� -EMBEDMENT OF 5" ° DOWEL AT PROPER LOCATION W/ EMBED AGI STD. NOOK WINDOW OPENINGS Sr_:E FLR PLN FOOTING SEE I I= _ 4"GONG. SLAB. r USE SIMPSON SET GRADE 805 BAR. INSTALL IN SLAB IN BOND ISM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR _ $ _ —I SEE FOUND. PLAN NIGH STRENGTH °J W/ 5" MINIMUM EMBEDMENT, USE PRECAST GONG SILL SIZES 4 MORE INFO. _ _ _ __—= I=I I I ; FOR MORE INFO. _ _ _ SIMPSON SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT PLEA/ 0'-0" TOP OF SLAB EPDXY IN A ROW 4/OR 10 TOTAL ON A a PROJECT WITHOUT WRITTEN APPROVAL. 1x4 � WINDOWS 4 S.G.D. I � (=I I (=1 I I -I I ►- '� I. #5 BAR VERT. WALL REINF. DONT. MISSING TRU55 ANCHORS: TRUSSES r- �r TO BOND BEAM. EMBED AGI 5TD. "A NOTE: WALLS USE 5PNo CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS Q r ° + WHICH ARE PLACED SUCH THAT AN WINDOW W/ APPLICABLE) NOOK �" IN BOND BEAM. GROUT USE 5PN8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN TOOTING SEE 4' SEE FOUND. PLAN (WHERE APPLICABLE) CELL S SOLID. w r 4 r EMBEDMENT ANG14OR I5 MISPLACED 2x8, USE SIMPSON SP1 S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2 5 ON FOUNDATION PLAN DRILL 4 EPDXY 6 OR MISSING MAY BE FASTENED TO THE EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR 51ZES 4 MORE MINIMUM EMBEDMENT u MASONRY BOND BEAM USING ONE 8"x1Q" G.M.U. PER A5TM C-90 (TYP.) CLEAN 4 COMPACTED SOIL. INFO. 0 5" SIMP50N SET (L SIMPSON HTSMI(o, MAX. CAP IS 1115 . Ix2 PT FIR STRIP 0 24" O.G. rM=1900 P.5.1. (MIN.) W/ TYPE M OR (95/1. MODIFIED PROCTOR PER ASTM D1551) EPDXY � MAXIMUM OF 5 INA ROW 4 10 TOTAL 5 MORTAR PER ASTM C-210 �-+ `� WITHOUT WRITTEN APPROVAL. 1x4 PT BASE NAILER K Garage Wali Section Srn Wall 1/2" DIA x o" AB AT INT. SHEAR WALL S 1 SCALE: NTS P° q IN5UL. PER CALCS, 4 SPECS OR TITEN ND ONLY USE 51MP50N H3 W/O Uplift EXISTING MASONRY - 4"CONC. SLAB. SEE " w/ 8-8d NAILS FASTEN ° LI LI FOUND. PLAN r SLAB I 24 O.C. IN TO TOP 4 BOTTOM BOND BEAM OR SLAB ELEV 0 -0 TOP Or SLAB A PLATE PLUS HORIZ, 2X STUDS FOOTING SEE - - REINFORCED CELL BLOCKING 48" O.G. 1/2" GYP. BOARD 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ INSULATION OR SIZES 4 MORE INFO. HILTI CF6 2 POWDER �+ 5/8" CEMENTITIOUS FINISH PER . ACTUATED PINS /@ PER ENERGY p T Ica! Ext. Masonry Wall Section FBCR 103.1.2 48 O.C. OR EQUAL GALCS./SPECS. Q P. Retrofit Vert. Dowel Detail DONT. 2X PT 5 -OLE $-� SCALE: NTS S_ SCALE: NTS 4"CONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL-5EE� / PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 ELEV 0'-0" TOP OF SLAB Q TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: z SEE N-1 FOR — — — — — — Q #5 VERT. CORNER I. 5/8" DIAMETER x 6" EMBEDMENT 6IMP60N TITEN HD ANCHOR5 SPACED A MAXIMUM OF 24" O.G. u► b W/ ADDITIONAL/ALTERNATE LU CELL FILLED SEE FOUND PLAN NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15CREPANGIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. U5E OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6,E5 TO THESE PLAN5, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK 0 0 0 1- 90 LOvaLU a )0Lu L1,1 _n � 0LL H 04CL O= pOE W d. gC., W�oz� U a (� W~0� wz0� wo = w r-1 = N ao�F �zaQW w 000 = .ztZZ- Z O N Z W w Z C 2 2Z 15 2 v<1 F Z'w v, cC a 1 — �iQt= � W �-cr LL J 0 ZwZi LEJ V l7ZQt-y LL 0 V=LLIJ Q w l-ap =W 2KF�- Q wQCL t-w��z W _ :2m CL N - 0 o a Jm -' o m Ln w Z to crm N 4 Ln c- M 00 J Q W 1'- 0 00 M k.0 LU N to N cr Ln N Q L F, Q Y Z x SMO C] OWG W Q U 00 u a LL X Z a r��dd i LLM Ar 1k LmL 990 .90017 DATE 03-27-18 SCALE NOTFD DRAWN 1'1K/PDK JOB - PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: CONCRETE FOOTING SEE ` = Sheet content: CONTROL JOINT DOES NOT EXTEND I. 5/8" DIAMETER x a" EMBEDMENT SIMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. _ CAULKED JOINT W/ 3/8" VERTICAL REINFORCING I(SEE TIE BEAM/KO BLOCK MODIFIED PROCTOR PER 45TM D1551) BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH ^ O.G. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY SIZES 4 MORE INFO. - (95io '- EXPOSED FACE COURSES LOADLOAD5 #5 LAP CONT. $5 Structural Details M Garage Wall Section Non -Ern . 25" LAP Wood Frame To Masonry Attachment Detail $ SCALE: NTS Sheet number: E Example CMU Wall Control Joint Detail s, R Corner ContinuityDetail $-� SCALE: N.T.S. B rn g Wall Only SCALE: NTS S I SCALE: NTS 1 DORMER ROOF BY TRUSS MANUF. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "C" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL TRUSS MANUF. OR P. x4 F I 905.I.IP CONVENTIONAL VERTICAL (BELOW),@ WALL TO BE ATTACHED WITH General Irre ular Window Attachment BASED INFORMATION I/4" x 2-1/4" TAPCON @ 12" O.C. OR PER MANUFACT. M PROVIDED BY FRAME (SEE PLAN) SPECS. S Z SCALE: NTS CONTRACTOR. .I r CMU WALL BELOW SIMPSCN C516 1/2 GYP. BOARD 5EE CORNIER 16° O.C. NOTE ON N -I PAGE FOR HORIZONTALLY GARAGE APPLICATION 2-2"x4" BLOCKING —\ L,5TA12 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS I@ EACH \0 END ROOF TRUSS BY ROOF DBI "2 X" TOP PLATE TRUSS MANUF, W/ 51MP5ON 5PH4 'a EA. STUD W/02) 10d TYP. LOAD BEARING WALL SEE TRUSS 7/16" MIN. APA DOUBLE TOP PLATE NAILS EACH. SEE SEE FLOOR PLAN FOR EXACT CONST. 2"x4" 16" O.C. (SINGLE `, SHEET FOR FORTABIE ON SHEET ST D SPACING 3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN V I�W CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) FASTEN EA. STUD TO T5f- PLATE F Misc. Dormer Knee Wall Attachment Details SIMPSON 5P2 W/ / FASTEN HEADER (12) NAILS PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES S_2 SCALE: NTS SCALE: NTS DETAIL "J/52" FULL DEPTH ' • ® BLOCKING SEE TRUSS SHEET 2x TOP PLATE 5 E E TRU55 SHEET i PANEL EDGES W/ FOR STRAPPING CONT. FOR STRAPPING (3) 16d TOENAILS ��-TOP CHORD EA, END GYP. BOARD RETURN nn nn nn � SIMPSON SP1 w/ TRIM VARIES -SEE ELEVATIONS 1/16" MIN. A.P.A. I0 -10d NAILS EA. 2x4 FRAMING (RAT RUNS) SPAN FROM RATED SHTG. STUD PRE-ENGINEERED TRU55 TO TRUSS ON TOP OF BOTTOM FOR STUDS "2X" SILL ROOF TRUSS. 2X @ 16" O.G. PRE ENGINEERED CHORD 4 BOTTOM OF TOP CHORD ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS EA. BELOW HDR. (2) IN5UL. PER ENERGY CALCS. CONNECTION SIMPSON Sf.,4(\2) 4 w/ 1/2" GYPSUM BOARD 2x BCTT. PLATE PRECAST 6-10dx1 1/2 NAILS CONT. CONCRETE EA. STUD PRE-ENGINEERED WOOD TRUSS LINTEL. SEE1(0-0INSTALL 1/2" X 6" 10" x 1/2" DIA "J" 7/16" APA RATED SHEATHING NAIL FLOOR PLAN BOLT 24" O.G. PER SCHEDULE, MIN. lod , FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL THREADED ROD o" OG PER SCHEDULE "O" IN 51MPSON SET I/4"X 3 I/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY e 2'-0" 4' CONC SLAB r MASONRY SCREW "TYPICAL AT TRU55 1@ 16" O.C. CONT. TO INSUL. PER CALCS. 4 SPECS O.G. (MAX) 2X PT SOLE PLATS 8" OC ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON Sic FED- PLAN POCKET COMMON � TRUSS CHORDS DOOR PRECAST BEARING 5YP. Tx " KING STUD SPECIFICATION FOR KINGS 4 CRIPPLES (THE NIGH WIND SIMPSON MT512 � EACH TRUSS L Non-Brn . Frame Down Header Detail $_2 Multi -use SCALE: NTS � v I NAIL SNEATNING BOUNDARY EDGE F- 2X4 GROSS 6" 2X12 WITH RADIUS CUT TO DESIRED PROFILE, 2X BUCKS ATTACHED W/ 4" BRACING /@ 48" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS � 12" WITHIN AN OPENING, IT IS ACCEPTABLE CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, O.C. WITH MAX. 6" FROM 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (U TYP. LOAD BEARING WALL CONST. SIMPSON MT518 END OF MEMBER � MAS. OPENINGS. 2x STUDS 19 V/z 2"x4" � 16" O.G. (SINGLE BOTT, PLT., DOUBLE TOP PLT.) EACH TRUSS CONNECTION POINTS. I WINDOW ATTACHMENT PER MANUFACTURER'S USE SIMPSCN 6P2 @ STUD TO TOP PLATE, SPI STUD TO 2X MEMBERS ATTACHED WINDOW ATTACHMENT POINTS TO 2X BOTTOM PLATE, OR EQUALS. PROVIDE 51MPSON MT512 AT • AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) W/5IMP50N A35 WHERE DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING @ 3" SET. IT IS NOT ACCEPTABLE TO ALL NEW CODE UPDATES BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) NEEDED TO MEET RELATIVE TO NUMBER OF REQUIRED CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER. ��ITl O.C. AROUND OPENING UWTBHOUTUWr�RITTEN PERMISSION R 55ER DEPTH METRE MANUFACTURER'S F FOR 4 TRUSS SPANS ADDED 160 MPH SHEETS ROOF TRUSS BY ATTACHMENT POINT AT OPENINGS GREATER THAN 5'-2" IN WIDTH (2) GRIPPI "^ t (2) KI SPECS GIVEN IN THIS DETAIL. 2X TO 2X E.O.R. WHEN THE TOP PLATE IS ELIMINATED THE SPN4 CONNECTORS TI -{E REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. r REQUIREMENTS. ROOF TRUSS MANUF. TYP, a o 0 _ �Z w10<1ia LU `pw22 F�ZZw wCa w F- o 0 0<0. 02 2) OPENING VARIATIONS. MIN. 2X BUCK FOR w wrF-V� >F- 3gz>I_ U 2"x4" BLOCKING AT 24" C.C. BELOW SIDE WALLS w-o� wu oQ Luo , >>cu z WINDOW/SHEATHING ATTACHMENT � >LLMQ �aza�W z�. E=22z ►— } vn M w 00 8- �aoo ?��0x3 BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSCN A34 zw Cr Q w LL PROHIBITS 2X THICKNESS a CENTER OF u.pF=D W WO�al- w OR EQUAL AT EACH END TYP. > w O ° Z w Z= OJ ® IF IX THEN ATTACH W z0a~N L mQZ Z wLuZwj J Z W a Q W W- Q' .< CMU/WOOD FRAMING, WITH OR WITHOUT IX =aim ~aW"'Lu V) WINDOW THROUGH - Wiz¢ BUCK, WITH 2X BUCK @ EACH SIDE TO s 51MP50N L5TA12 AT EACH STUD TO UM BUCK TO CMU/ WOOD moi® J � M LC°n BLOCKING. Z M FRAMING. IF 2X THEN A. LU F- p 00 M W N'zt w N LP) _Z o oa°4 ATTACH TO 2X BUCK. U' zu-r,Q w Z X ?MO 2-2"x4" BLOCKING WITH 4-16D LU � 00 oo J LL LL X d a LLl Z V) CM TOENAILS 'a EACH END s END WALL TYP. LOAD BRG WALL Ar IL GLE / TILE ROOF 12 E ELEVATION PRE ENGINEERED WD TRUSS 24" O.C. Ap Aft SIMPSCN MT518 � 2'x4" s 16" O.C. (SGL PLT., DBL TOP r TO U� (TYP) SEE ES FOR MORE ELEV. FI�NFO. EACH TRUSSBPOT�. ��2X XT3" TAPGONSACH FASTENING TO - UL 12" O.G. W/MAX. 6" BE 45 PER E INSULATION PER ENERGY C ,LOS. co ... SIMPSCN LSTA12 FTRYOP ENE)ALL OFWIBNDOW MANUFACTURERS O SPECIFICATIONS. EACH STUD OR EQUIV. BUCK ATTACHMENT.) CONTRACTOR TO PROVIDE MANUF. HURRICANE ANCHOR � EACH TRUSS SEE TRUSS SHEET FOR MORE INFO. 2-2"x4" BLOCKING WITH 4-16D DOCUMENTATION TO COM TOENAILS EACH END Ad INSPECTOR'@ TIME OF INSPECTION. IF ELEVATION VARIES �I SHINGLE IS USED, TOP PLATE f LtA rnmpi 4Y1TLj TO COMPI Y WITH FBCR DORMER ROOF BY r 2x8 PT VERTICAL WITH I/2" ANCHOR (ABV.) /@ WALL TO BE ATTACHED BOLT 1@ 24" CC TY I SCALE NOTED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "C" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL TRUSS MANUF. OR P. x4 F I 905.I.IP CONVENTIONAL VERTICAL (BELOW),@ WALL TO BE ATTACHED WITH General Irre ular Window Attachment BASED INFORMATION I/4" x 2-1/4" TAPCON @ 12" O.C. OR PER MANUFACT. M PROVIDED BY FRAME (SEE PLAN) SPECS. S Z SCALE: NTS CONTRACTOR. .I r CMU WALL BELOW SIMPSCN C516 1/2 GYP. BOARD 5EE CORNIER 16° O.C. NOTE ON N -I PAGE FOR HORIZONTALLY GARAGE APPLICATION 2-2"x4" BLOCKING —\ L,5TA12 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS I@ EACH \0 END ROOF TRUSS BY ROOF DBI "2 X" TOP PLATE TRUSS MANUF, W/ 51MP5ON 5PH4 'a EA. STUD W/02) 10d TYP. LOAD BEARING WALL SEE TRUSS 7/16" MIN. APA DOUBLE TOP PLATE NAILS EACH. SEE SEE FLOOR PLAN FOR EXACT CONST. 2"x4" 16" O.C. (SINGLE `, SHEET FOR FORTABIE ON SHEET ST D SPACING 3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN V I�W CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) FASTEN EA. STUD TO T5f- PLATE F Misc. Dormer Knee Wall Attachment Details SIMPSON 5P2 W/ / FASTEN HEADER (12) NAILS PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES S_2 SCALE: NTS SCALE: NTS DETAIL "J/52" FULL DEPTH ' • ® BLOCKING SEE TRUSS SHEET 2x TOP PLATE 5 E E TRU55 SHEET i PANEL EDGES W/ FOR STRAPPING CONT. FOR STRAPPING (3) 16d TOENAILS ��-TOP CHORD EA, END GYP. BOARD RETURN nn nn nn � SIMPSON SP1 w/ TRIM VARIES -SEE ELEVATIONS 1/16" MIN. A.P.A. I0 -10d NAILS EA. 2x4 FRAMING (RAT RUNS) SPAN FROM RATED SHTG. STUD PRE-ENGINEERED TRU55 TO TRUSS ON TOP OF BOTTOM FOR STUDS "2X" SILL ROOF TRUSS. 2X @ 16" O.G. PRE ENGINEERED CHORD 4 BOTTOM OF TOP CHORD ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS EA. BELOW HDR. (2) IN5UL. PER ENERGY CALCS. CONNECTION SIMPSON Sf.,4(\2) 4 w/ 1/2" GYPSUM BOARD 2x BCTT. PLATE PRECAST 6-10dx1 1/2 NAILS CONT. CONCRETE EA. STUD PRE-ENGINEERED WOOD TRUSS LINTEL. SEE1(0-0INSTALL 1/2" X 6" 10" x 1/2" DIA "J" 7/16" APA RATED SHEATHING NAIL FLOOR PLAN BOLT 24" O.G. PER SCHEDULE, MIN. lod , FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL THREADED ROD o" OG PER SCHEDULE "O" IN 51MPSON SET I/4"X 3 I/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY e 2'-0" 4' CONC SLAB r MASONRY SCREW "TYPICAL AT TRU55 1@ 16" O.C. CONT. TO INSUL. PER CALCS. 4 SPECS O.G. (MAX) 2X PT SOLE PLATS 8" OC ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON Sic FED- PLAN POCKET COMMON � TRUSS CHORDS DOOR PRECAST BEARING 5YP. Tx " KING STUD SPECIFICATION FOR KINGS 4 CRIPPLES (THE NIGH WIND f L Non-Brn . Frame Down Header Detail $_2 Multi -use SCALE: NTS � v I NAIL SNEATNING BOUNDARY EDGE F- 2X4 GROSS 6" X WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" BRACING /@ 48" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" FOLLOWING SHALL APPLY U.N.O.) SEE TRu55 ENG, FOR MORE INFO WITHIN AN OPENING, IT IS ACCEPTABLE CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (U L_ TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS THE EXPRESS APPROVAL OF VORTEX 2x STUDS 19 SIMPSCN A35 ALL 2X TO 2X CONNECTION POINTS. I WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS BRACING '� 48 WINDOW ATTACHMENT POINTS TO 2X OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) MEMBERS OR DIRECTLY TO CMU/WOOD DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING @ 3" SET. IT IS NOT ACCEPTABLE TO ALL NEW CODE UPDATES FRAMING ONLY, NUMBER OF DIAD. MEMBERS REVISIONS RELATIVE TO NUMBER OF REQUIRED CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER. ��ITl O.C. AROUND OPENING UWTBHOUTUWr�RITTEN PERMISSION R 55ER DEPTH METRE ATTACHMENT POINTS PER MANUFACTURER. 2X F FOR 4 TRUSS SPANS ADDED 160 MPH SHEETS BUCKS TO BE ATTACHED TO CMU PER ATTACHED W/ 2-16d io E^ AT OPENINGS GREATER THAN 5'-2" IN WIDTH (2) GRIPPI "^ t (2) KI SPECS GIVEN IN THIS DETAIL. 2X TO 2X E.O.R. WHEN THE TOP PLATE IS ELIMINATED THE SPN4 CONNECTORS TI -{E REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. r ATTACHMENT TO BE SIMPSCN A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER a o 0 _ �Z w10<1ia LU `pw22 F�ZZw wCa w F- o 0 0<0. 02 2) OPENING VARIATIONS. MIN. 2X BUCK FOR w wrF-V� >F- 3gz>I_ U ®_ r• w-o� wu oQ Luo , >>cu z WINDOW/SHEATHING ATTACHMENT � >LLMQ �aza�W z�. E=22z ►— } vn M w 00 8- �aoo ?��0x3 TOP/SIDES OF ARCH OPENING. IF ARCH TOP zw Cr Q w LL PROHIBITS 2X THICKNESS a CENTER OF u.pF=D W WO�al- w W J > w O ° Z w Z= OJ ® ARCH, USE DIRECT ATTACHMENT TO W z0a~N L mQZ Z wLuZwj J Z W a Q W W- Q' .< CMU/WOOD FRAMING, WITH OR WITHOUT IX =aim ~aW"'Lu V) - Wiz¢ BUCK, WITH 2X BUCK @ EACH SIDE TO s Li UM EDGES OF OPENING. ALL TAPCON5 TO HAVE moi® J � M LC°n MIN. 1-1/4" EMBEDMENT. Z M n- M A. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "C" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL TRUSS MANUF. OR P. x4 F I 905.I.IP CONVENTIONAL VERTICAL (BELOW),@ WALL TO BE ATTACHED WITH General Irre ular Window Attachment BASED INFORMATION I/4" x 2-1/4" TAPCON @ 12" O.C. OR PER MANUFACT. M PROVIDED BY FRAME (SEE PLAN) SPECS. S Z SCALE: NTS CONTRACTOR. .I r CMU WALL BELOW SIMPSCN C516 1/2 GYP. BOARD 5EE CORNIER 16° O.C. NOTE ON N -I PAGE FOR HORIZONTALLY GARAGE APPLICATION 2-2"x4" BLOCKING —\ L,5TA12 EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS I@ EACH \0 END ROOF TRUSS BY ROOF DBI "2 X" TOP PLATE TRUSS MANUF, W/ 51MP5ON 5PH4 'a EA. STUD W/02) 10d TYP. LOAD BEARING WALL SEE TRUSS 7/16" MIN. APA DOUBLE TOP PLATE NAILS EACH. SEE SEE FLOOR PLAN FOR EXACT CONST. 2"x4" 16" O.C. (SINGLE `, SHEET FOR FORTABIE ON SHEET ST D SPACING 3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN V I�W CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) FASTEN EA. STUD TO T5f- PLATE F Misc. Dormer Knee Wall Attachment Details SIMPSON 5P2 W/ / FASTEN HEADER (12) NAILS PER HDR. WINDOW SEE FLOOR PLAN FOR SIZES S_2 SCALE: NTS SCALE: NTS DETAIL "J/52" FULL DEPTH ' • ® BLOCKING SEE TRUSS SHEET 2x TOP PLATE 5 E E TRU55 SHEET i PANEL EDGES W/ FOR STRAPPING CONT. FOR STRAPPING (3) 16d TOENAILS ��-TOP CHORD EA, END GYP. BOARD RETURN nn nn nn � SIMPSON SP1 w/ TRIM VARIES -SEE ELEVATIONS 1/16" MIN. A.P.A. I0 -10d NAILS EA. 2x4 FRAMING (RAT RUNS) SPAN FROM RATED SHTG. STUD PRE-ENGINEERED TRU55 TO TRUSS ON TOP OF BOTTOM FOR STUDS "2X" SILL ROOF TRUSS. 2X @ 16" O.G. PRE ENGINEERED CHORD 4 BOTTOM OF TOP CHORD ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS EA. BELOW HDR. (2) IN5UL. PER ENERGY CALCS. CONNECTION SIMPSON Sf.,4(\2) 4 w/ 1/2" GYPSUM BOARD 2x BCTT. PLATE PRECAST 6-10dx1 1/2 NAILS CONT. CONCRETE EA. STUD PRE-ENGINEERED WOOD TRUSS LINTEL. SEE1(0-0INSTALL 1/2" X 6" 10" x 1/2" DIA "J" 7/16" APA RATED SHEATHING NAIL FLOOR PLAN BOLT 24" O.G. PER SCHEDULE, MIN. lod , FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL THREADED ROD o" OG PER SCHEDULE "O" IN 51MPSON SET I/4"X 3 I/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY e 2'-0" 4' CONC SLAB r MASONRY SCREW "TYPICAL AT TRU55 1@ 16" O.C. CONT. TO INSUL. PER CALCS. 4 SPECS O.G. (MAX) 2X PT SOLE PLATS 8" OC ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON Sic FED- PLAN POCKET COMMON � TRUSS CHORDS DOOR PRECAST BEARING 5YP. NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSCN 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." �0 -jK 1 1 WALL. CMU WALL -SEE 2X PT ti � �4 ETE 0.131 x 3 1/2" COMPONENTS, #1 .; — — — ELEV 0 -0 TCP CF SLAB LINTELCONC. SEE Q 4 O.C. GRADE SHALL B Structural Kneewall FLOOR PLAN EE BOTTOM •� �• FOOTING SEE FLOOR PLAN BE USED FOR NOTE: 2x8 PT IN, MORE INFO. FLAT, - FOUNDATION r •� PLAN FCR MORE INFO. POCKET 2X4. FOR 2x VERTICAL 'a WALL TO S 2 SCALE: NTS;Lu FOR 51ZE5 4 MORE DOO5LIDR GREATER THAN 1B/E ATTACHED TAC 6EDIWIT INFO. 2x4, 02 GRADE HD.�''"., OR BETTER MAY q T Ica) Ext. Frame Wall Section BE USED. ALL 4x NOTE: 1X PT VERTICAL WALL SPI EACH STUD FOOTING SEE JOIST BOUNDARY $ 2 FOUNDATION FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH I/4 x I I R SCALE: NTS FOUNDATION BE #2 GRADE A AF PLANPLAN FOR 4"CONC. SLAB. PLAN FOR U.N.O." PER TAPCHN . 12" O.C. OR 2x8 PT R St NAILING FOR 4 MORE SEE FOUND. SIZES 4 MORE PER MANUFACT. SPECS. 1x6 HEAD WALL, DASHED INFO. 4"GONG, SLAB. LINE PLAN INFO. SEE FOUND. INDICATES 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS HR PLAN I j TOP PLATE OF 4-0.131 x 3 1/2° 4-0.131 x 3 I/2" 4" GONG. INSTALL GLASS PER BLOCK WALL BEYOND WALL R.S. NAILS PLYWOOD TO R.5. NAILS � 4" CONC. I EACH STUDS EXTEND PAST EACH STUDS SLAB SLAB MANUFACTURER EDGES FLOOR TRUSSES — ° 4 _ / (SEAMS OF ,. GABLE END HANGER TO ° ((i � ; : TRUSo TOP FLOOR G. WOOD LU SIMPSCN a _ CAULK UNDER FRAME _ /1. K.O. w/ I-#5 CONT. SHEATH CHORD %FLOOR TRUSSES LCIS, LSU, a HANGER TO OR LSSU -., .. E I WOOD ROOF \ gUS, LSUS OR WOOD ROENGINEERED MIN. FIEL EDGE CONC. SILL TRUSSES LSSU MIN. TRUSSES H CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail 5/8" CEMENTITIOU5 FINISH BOUNDARY INTERIOR S_2 SCALE: NTS S Z PER FBCR `103.-1.2 AREA SCALE: NTS PLYWOOD TO 4" CONG SLAB 5 CORNERS 4 48 O.C. BLOCKING SEAM - 2x8 LEDGER W/ EXTEND TO SEE FLR PLN FOR PDR. SIZE NOTE: # " BOUNDARY 4-0.131 x 3 1/2" R.S. INTERIOR AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. FOR WALL, NAILING FOR NAILS '@ EACH r BOTTOM OF WALL ^ PANEL AREA FOR ROUGH OPENINGS UNDER SIMPoON SPN4 w/ 6-IOd WHERE THE HEADER IS NOT FULL WIDTH 5'-0" (U SIMPSON C5I6 OR (1) NAILS EACH lo" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING a SHEATHING CLIP OVERHANG FLOCK TERIF MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHINGS) 16" O.C. RIPPED DOWN SUFFICIENT TO ° FOR THOFS OUTRIGGER � (FIELD VERIFY 2x8 LEDGER W/ FLUSH THE HEADER TO WIDTH 4 ALLOW .I CENTER ON HEADER U.N.O. (II n ° '. ��. ; °a .a. _°. � � 24" O.C. 4.5. N x 3 1/2 SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH a TONGUELAYOUT 4 FIELD I WITH TRUSS R.S. NAILS NAILS EA. LOCATION) STUDS) NICO) CONNECTORS ABOVE THE HEADER, d GROOVE FOR FIELD SUB FA SCIA OR EACH STUDS FOR THE PROPER INSTALLATION OF THE s"' FLOORS WITH FLOOR TRU55 WITH -OUT FLOOR CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE WALL PLATE SPH6 IN LIEU OF SPI -14, AT 2x8 WALLS USE FOUNDATION PLAN ° a NAILING RY TRUSS FOR ROUGH OPENINGS OVER — SPHS IN LIEU OF SPN4, FOR WIDER WALLS FOR SIZES 4 MORE 5'-0" USE (2) SIMPSON C616 --- USE SIMPSCN CSIo IN AN SPH INFO. d ° ° (PERIMETER OF T ical Ledger Detail OR (2) M5TA24 (U.N.0) – CONFIGURATION. ATTACH PAD BLOCKING DIAPHRAGM) G PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN S 2 SIM ^ SCALE: NTS Tx " KING STUD SPECIFICATION FOR KINGS 4 CRIPPLES (THE NIGH WIND 10 ON DOUBLE BOTT, UN.O." LS3O OR PLATE AT EO,, TYP. OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-2", TYP. CLEARANCES FOR THE WINDOW/DOOR L Non-Brn . Frame Down Header Detail $_2 Multi -use SCALE: NTS � v I NAIL SNEATNING BOUNDARY EDGE FIELD 2X4 GROSS 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" BRACING /@ 48" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" FOLLOWING SHALL APPLY U.N.O.) SEE TRu55 ENG, FOR MORE INFO WITHIN AN OPENING, IT IS ACCEPTABLE CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (U X TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS THE EXPRESS APPROVAL OF VORTEX 2x STUDS 19 RAT RUNS FOR 4 TRUSS SPANS BRACING @ 48" O.G. ON TOP CRIPPLE d (U KING IS REQUIRED ON EACH SIDE OF THE HEADER. SUITS, OR LITIGATION BY ANY INTERESTED L r ELIMINATED TO MAINTAIN THE FULL FASTEN WALL II II � � J E30LT FRE FLAG;' 1 ENT CHART: BRACING '� 48 PLANS, THEY SHOULD EE READ GAREFULLY OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) REVISIONS DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING @ 3" SET. IT IS NOT ACCEPTABLE TO ALL NEW CODE UPDATES O.G. ON TOP OF OTT. CHORD REVISIONS CHORD FOR ^4 TRUSS SPANo CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER. ��ITl O.C. AROUND OPENING UWTBHOUTUWr�RITTEN PERMISSION R 55ER DEPTH METRE NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSCN 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." �0 -jK 1 1 WALL. CMU WALL -SEE 2X PT ti � �4 ETE 0.131 x 3 1/2" COMPONENTS, #1 .; — — — ELEV 0 -0 TCP CF SLAB LINTELCONC. SEE Q 4 O.C. GRADE SHALL B Structural Kneewall FLOOR PLAN EE BOTTOM •� �• FOOTING SEE FLOOR PLAN BE USED FOR NOTE: 2x8 PT IN, MORE INFO. FLAT, - FOUNDATION r •� PLAN FCR MORE INFO. POCKET 2X4. FOR 2x VERTICAL 'a WALL TO S 2 SCALE: NTS;Lu FOR 51ZE5 4 MORE DOO5LIDR GREATER THAN 1B/E ATTACHED TAC 6EDIWIT INFO. 2x4, 02 GRADE HD.�''"., OR BETTER MAY q T Ica) Ext. Frame Wall Section BE USED. ALL 4x NOTE: 1X PT VERTICAL WALL SPI EACH STUD FOOTING SEE JOIST BOUNDARY $ 2 FOUNDATION FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH I/4 x I I R SCALE: NTS FOUNDATION BE #2 GRADE A AF PLANPLAN FOR 4"CONC. SLAB. PLAN FOR U.N.O." PER TAPCHN . 12" O.C. OR 2x8 PT R St NAILING FOR 4 MORE SEE FOUND. SIZES 4 MORE PER MANUFACT. SPECS. 1x6 HEAD WALL, DASHED INFO. 4"GONG, SLAB. LINE PLAN INFO. SEE FOUND. INDICATES 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS HR PLAN I j TOP PLATE OF 4-0.131 x 3 1/2° 4-0.131 x 3 I/2" 4" GONG. INSTALL GLASS PER BLOCK WALL BEYOND WALL R.S. NAILS PLYWOOD TO R.5. NAILS � 4" CONC. I EACH STUDS EXTEND PAST EACH STUDS SLAB SLAB MANUFACTURER EDGES FLOOR TRUSSES — ° 4 _ / (SEAMS OF ,. GABLE END HANGER TO ° ((i � ; : TRUSo TOP FLOOR G. WOOD LU SIMPSCN a _ CAULK UNDER FRAME _ /1. K.O. w/ I-#5 CONT. SHEATH CHORD %FLOOR TRUSSES LCIS, LSU, a HANGER TO OR LSSU -., .. E I WOOD ROOF \ gUS, LSUS OR WOOD ROENGINEERED MIN. FIEL EDGE CONC. SILL TRUSSES LSSU MIN. TRUSSES H CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail 5/8" CEMENTITIOU5 FINISH BOUNDARY INTERIOR S_2 SCALE: NTS S Z PER FBCR `103.-1.2 AREA SCALE: NTS PLYWOOD TO 4" CONG SLAB 5 CORNERS 4 48 O.C. BLOCKING SEAM - 2x8 LEDGER W/ EXTEND TO SEE FLR PLN FOR PDR. SIZE NOTE: # " BOUNDARY 4-0.131 x 3 1/2" R.S. INTERIOR AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. FOR WALL, NAILING FOR NAILS '@ EACH r BOTTOM OF WALL ^ PANEL AREA FOR ROUGH OPENINGS UNDER SIMPoON SPN4 w/ 6-IOd WHERE THE HEADER IS NOT FULL WIDTH 5'-0" (U SIMPSON C5I6 OR (1) NAILS EACH lo" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING a SHEATHING CLIP OVERHANG FLOCK TERIF MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHINGS) 16" O.C. RIPPED DOWN SUFFICIENT TO ° FOR THOFS OUTRIGGER � (FIELD VERIFY 2x8 LEDGER W/ FLUSH THE HEADER TO WIDTH 4 ALLOW .I CENTER ON HEADER U.N.O. (II n ° '. ��. ; °a .a. _°. � � 24" O.C. 4.5. N x 3 1/2 SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH a TONGUELAYOUT 4 FIELD I WITH TRUSS R.S. NAILS NAILS EA. LOCATION) STUDS) NICO) CONNECTORS ABOVE THE HEADER, d GROOVE FOR FIELD SUB FA SCIA OR EACH STUDS FOR THE PROPER INSTALLATION OF THE s"' FLOORS WITH FLOOR TRU55 WITH -OUT FLOOR CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE WALL PLATE SPH6 IN LIEU OF SPI -14, AT 2x8 WALLS USE FOUNDATION PLAN ° a NAILING RY TRUSS FOR ROUGH OPENINGS OVER — SPHS IN LIEU OF SPN4, FOR WIDER WALLS FOR SIZES 4 MORE 5'-0" USE (2) SIMPSON C616 --- USE SIMPSCN CSIo IN AN SPH INFO. d ° ° (PERIMETER OF T ical Ledger Detail OR (2) M5TA24 (U.N.0) – CONFIGURATION. ATTACH PAD BLOCKING DIAPHRAGM) G PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN S 2 SIM ^ SCALE: NTS Tx " KING STUD SPECIFICATION FOR KINGS 4 CRIPPLES (THE NIGH WIND 10 ON DOUBLE BOTT, UN.O." LS3O OR PLATE AT EO,, TYP. OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER 6'-2", TYP. CLEARANCES FOR THE WINDOW/DOOR L Non-Brn . Frame Down Header Detail $_2 Multi -use SCALE: NTS � v I NAIL SNEATNING BOUNDARY EDGE FIELD 2X4 GROSS 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" BRACING /@ 48" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" FOLLOWING SHALL APPLY U.N.O.) ALL SNEATNING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) WITHIN AN OPENING, IT IS ACCEPTABLE CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (U EXECUTED FROM THESE PLANS WITHOUT TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS THE EXPRESS APPROVAL OF VORTEX 2X4 RAT RUN RAT RUNS FOR 4 TRUSS SPANS BRACING @ 48" O.G. ON TOP CRIPPLE d (U KING IS REQUIRED ON EACH SIDE OF THE HEADER. SUITS, OR LITIGATION BY ANY INTERESTED L r ELIMINATED TO MAINTAIN THE FULL FASTEN WALL II II � � J E30LT FRE FLAG;' 1 ENT CHART: BRACING '� 48 PLANS, THEY SHOULD EE READ GAREFULLY OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN WIDTH, (2) REVISIONS DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING @ 3" SET. IT IS NOT ACCEPTABLE TO ALL NEW CODE UPDATES O.G. ON TOP OF OTT. CHORD REVISIONS CHORD FOR ^4 TRUSS SPANo CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER. DK/PK O.C. AROUND OPENING UWTBHOUTUWr�RITTEN PERMISSION R 55ER DEPTH METRE • THE FOLLOWING "J" BOLTS CAN BE REFL /ACED WITH THE CORRESPONDING BOLTS. F FOR 4 TRUSS SPANS ADDED 160 MPH SHEETS WOOD TRUSSES ATTACHED W/ 2-16d io E^ AT OPENINGS GREATER THAN 5'-2" IN WIDTH (2) GRIPPI "^ t (2) KI E.O.R. WHEN THE TOP PLATE IS ELIMINATED THE SPN4 CONNECTORS TI -{E REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. r TYPICAL NAILING SCHEDULE TITEN HD BOLTS NIGH WIND 1/2" x 6" 1/2" x 8" NAIL SNEATNING BOUNDARY EDGE FIELD ROOF 0.131 x 2 I/2" R.S. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" T.G. 6" 6" 12" ALL SNEATNING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) CONTRACT ONLY. ANY CHANGES TO THESE NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL, NOT REQUIRED � RIDGE OR NIP. /@ 12" OR LE65 USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. -=0 NGS SHOWN AT THAT LOCATIONS ARE NOT • NOTE TNc S 1 RENCTIH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION ATTACHED W/ 2X4 BL OCKING TRUSS JOINT ARE REQUIRED ON EACH SIDE OF PROVIDE NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. 3-0.131 x 31/2" 24" O/C W/ 3-0.131 x THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS • ANY DIFFERING NOTATIONS FOR OPENING OVER FOUNDATION PACE TAKES PRECEDENCE. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S. 0 EA. TRU55 3 1/2° RS CRIPPLES RVORING KINGS MADE ON -2", TYP. COMPONENTS ABOVE THE OPENING DINT TOENAILS 3 EA. SHALL ATTACH DIRECTLY TO HEADER. ALL OTNEfR BOLT OPTIONS MUST BE REVIEUJED 4 APPRO�rED BY E.O.iR. IN UJFZITINC. 1/2" GYP ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-I/2" GALV. THE PLAN SET SHALT CONTROL. SIMP50 END SIMPSON 434 (ON SECOND FLOOR) FOR ROUGH I/2" NIGH CONNECTOR LS30 O OPENINGS UNDER 5'-0" ONLY (U SIMSON STRENGTH OR'11W/4-8d X 1 1/2" (ON GONG. SLAB) SIMPSCN HTT4 EQ., TYP C5I6 SPAN FLOOR SYS. TO 5/8" GYP INTO BLOCKING W/ (1) 5/3"x3" ATR IN SIMPSCN SET BLOCKING/RUNNERS BELOW MASONRY WALL META 12 @ 24110. C- 4 4-8d X 1 1/2" EPDXY ! (13) I6d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) SIMPSCN WALLS WITH NO UPLIFT, HTT4 W/ (1) 5/8" ALL THREAD ROD SET IN STRAPPING MAY BE SIMPSON SET EPDXY 4 (IS) 166 NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSCN MSTCM6O IF FILLED CELL OCCURS BELOW E Ext. Wall Con. Non -Load Brn . Location T .Header Detail S2 "J" Bol TS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS 0 l" O.C. ALONG ALL SUPPORTS, MIN. + 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT /o" O.C. ALONG EDGE AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. sheet content: ROOFING NAIL OR I-5/8" TYPE W OR 5 SCREWS � T" O -C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C. ALONG EDGES AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Structural Details Sheet number: SCALE: NTSSCALE: NTS o T ica! Nallin Schedules Floor, Roof, Wall S-2 $-Z SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15GREPANGIES 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 EY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GON5TRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY THESE PLANS, THEY SHOULD EE READ GAREFULLY FOR ADDITIONAL GONDITION5, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a o 0 _ �Z w10<1ia LU `pw22 F�ZZw wCa w F- o 0 0<0. 02 2) LLI CL w wrF-V� >F- 3gz>I_ U ®_ r• w-o� wu oQ Luo , >>cu z w ri s N >LLMQ �aza�W z�. E=22z ►— } vn M w 00 8- �aoo ?��0x3 zw Cr Q w LL Cff u.pF=D W WO�al- w W J > w O ° Z w Z= OJ ® Cr LL W z0a~N L mQZ Z wLuZwj J Z W a Q W W- Q' .< Q =aim ~aW"'Lu V) - Wiz¢ s Li UM moi® J � M LC°n w Z M n- M (% C-4 LU F- p 00 M W N'zt w N LP) _Z o oa°4 o U' zu-r,Q w Z X ?MO [�� LU � 00 oo J LL LL X d a LLl Z V) CL Ar IL Ap Aft rs - UL UL 41C co ... O LwLw Ad f LtA DATE p)3_p�8-I3 SCALE NOTED DRAWN M�/PpK JOB - SCALE: NTSSCALE: NTS o T ica! Nallin Schedules Floor, Roof, Wall S-2 $-Z SCALE: NTS \ 0.131 x 3" COMMON SEE TABLE FOR NAILING 4 3,4r OR 3'-.0 M/N. \ \ 16" o.c. SCHEDULE /a SPLICE 4-0.131 x PRE-ENCx UJOOD TRUSS (TYP) 4-0.131 x 3" 3 1/2" COM. PPLATDOUBLE TOP APA RATED COMMON 010101 dd 3-0.131 x 3" COMMON DOUBLE STUD SNEATNING. SEE \ EA. 51DE OF JOINT 0.131 x 3 - NAILING SCHEDULE P 4-0.131 x 3" 1/2" COM. TABLE 'OR „ '- STUDS 9 16" o.c. COMMON � 16 o.C. PT BOTT. ATTACHMENT. U.N.O. 4 " PLATE (1) 5IMP50N LSTA12\ 3 2C .131 x ---\ �� p/ STRAP 4a" O.G. r 2-0.131 x 2x4 IXG (1) SIMPSON L5TA12 I/2" CEILING GYP BD W/ 501 ' 3 1/2" COM. 2-0.131 x 31/2" TRUSS ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR COM. (1) SIMPSON LTA2 BOTTOM (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR a Ft FROM QG 5 SEE TABLE BELOW TO BOTTOM CHORD EACH END, � (0" O.C. MASONRY WALL) \ i FOR LAP5PLICE OF GABLE UNO, CONTINUOUS 1/2" GYP BD NOTE: GIR055 BRACING e - 5-0.131 x 3 v2° / 8" MASONRY WALL 2 TOP PLATE FA5T'NERa Y ALL BLOCKING TO BE W/(ll tt5 REBAR 2-0.131 X 3 rnNr IN 1c>vnr<n,IT �i AT nc� r�Tu�na�l REPEATED 48 O.C. TYP. 3 lull I I I \\\ \\\�' r'�// \U///// \\\\-.-SECURE RIDGE BEAM TO CLEAT W1 I /, PT BOTT. PLATE COURSE -- E Ex anded Blockin Information Diagram $ 3 SCALE: NTS2-ROWS 3 \\\ 2x4 /@ 1611 o.c. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) / 9'-0" \ DOUBLE TOP PLAT_ 0.131 x 3 1/2" COM. 16 3-0.131 x 3 � " C.C.u R 2-0.131 x 3 1/2 COM. 1/2 COM. NAILING '@ SPLICE LAP5PLICE NAILING e SPLICE ALL OTHER NAILING 36 0 .131 x 3 " 3 0/C 0.131 x 3 8 0/C I I I \\\ \\\�' r'�// \U///// \\\\-.-SECURE RIDGE BEAM TO CLEAT W1 I /, PT BOTT. PLATE \ CONTINUE SHEATHING BELOWI � I..,- CONVENTIONAL FRMG /@ ATTACHED AT CORNER. MAY BE 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APDL IED OVER SNEATNING, OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. 0 16" o.c. TRUSSES a ENTRYWAYS 8 PORCHES = PSPN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY 24" O.C. OVERLAP TRUSS BRACING - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" PRE-ENGINEERED 4,_11 4._®11 NOTES'. WOOD TRUSSES LEAST ONE TRU55 SPACE 12d COM. 6" OVERLAP 2x4 BLOCKING ATTACHED 112" CEILING GYP BD W/ 56 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE �@ 24" O.G. MAX. SECTION 51ZE SHALL 12" O.G. 4-16d COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS:2-801 COM. 51MP50N 5PH4/6/8 EACH END (URO) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0" ---- 2X4 UNLESS NOTED OR SIMPSON 12'-0" 70 15'-8" ---- 2X10 OTHERWISE, ATA SDWC15600 FROM OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-O" ____ 2X6 15'-0" TO 1a' -O" ---- 2X12 i 2-2"x4" W/I/2" PLYW®. MINIMUM ALL STUD TO TOP a' -O" TO 12'-0" ---- 2Xa A MAY E TOTE: 2 4 S UNSPECIFIED FRAME PLATE F Gable Diaphragm Bide Wail 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWISE 50 NO TO FRAME S-3 (For Illustration only) CONNECTIONS SHALL SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. � 5PACER 15 NEEDED. CONSI5T OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �16d GOO. 8" o.c. 8.131"X3-1/2" END COM. a 8" O.C. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION 5TRAP5 � EACH TRU55 USING (14) I0d NAILS. INSTALL THE 1001 COM. 12" o.c. NAILS OR TOENAILS. SEE NAILING P 1 A 4-16d COM. #A SIMPSON M5TCM 60 SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING EACH SIDE Or TRUSS THREADING FOR ATTACHMENTS ATTACHMENT. U.N.O. INTERSECTING x 3 1BLOG ILS THE U -SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. INT. HE A[)r-R (NON=BEARING) MAY BE SUBSTITUTED FOR SIMP5ON HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP 70 TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d AN NT74 WHERE LOCATION 5/a" DIA A.B. 1'4' NAILS FOR 2x12 RAFTERS, (16) IOd NAILS FOR 2x18 RAFTERS, (14) 1001 NAILS FOR 2x6 ALIGNS WITH A FILLED DELL' MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUS5 Mix RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-011 PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 1001 NAILS, SEE NAILING SCHEDULE TRUSSES @ 24" O.G. 5. SECURE RAFTERS TO RIDGE BEAM U51NG 51MP50N L55U210 SLOPING HANGER W/ (10) 1001 General Wood Attachment Details TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 (-1) IOd x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 1001 P 4 STUD CORNER q Truss Bracing Overlap Detail U.N.O./2 CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x18 RAFTERS. USE L55U28 W/ (10) 10014 (5) 10d x 1 1/2" FOR 2X8 S 3 SCALE: NTS 6TRAPPING INFORMATION 3-3 SCALE: NTS COOLER NAILS 7" O.G. OR EQUAL, RAFTERS. USE L506 W1 (6) IOd S (5) IOd x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x,.o RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 5IMP50N L5TA12 Ft FROM MA50NRY WALL) BEAM W/ (8) 1801 NAILS. STRAP 4a" O.C. INTERIOR �1ai9 �` 6. WHERE NEEDED, PROVIDE FLAT 2X,6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR VOLUME r (1) SIMPSON HETA20 INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 1601 TOENAILS AT AREA SEE FLOOR PLAN FOR SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. �. LENGTH WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, / BOTTOM CHORD OF BLOCKING IP) UNO. U Valle Set Attachment Detail (1) M5TA30 AT EVERY , 1 DBL TOP PLATE FASTEN CAP 70 CHASE w/ GABLE: 0.131 x 3 1/2 R.5. NAIL5 o 12 FLAT OR CATHEDRAL OTHER STUD (32" O.C. �^' nLo ' $ 3 SCALE: NTS PRE -ENGINEER_ PRE-ENGINEERE MAX.) FROM UPPER STUD .0 O.C. ALL-AROUND I/2 GYP BD WOOD ROOF WOOD ROOF TO LOWER TOP PLATE, �, 8 MASONRY WALL W/(IJ #5 REBAR CONT. IN TRU55E5 TRU55ES �*,'°. KNOCKOUT COURSE NOTE: CR055 BRACING 4 INSTALL SIMP50N LU524 INTERIOR WRAP TOP PLATE AS WALL SHEATHING KNEEWALL NEEDED FOR FULL s ° ALL BLOCKING TO BE MIN. EA. SIDE OF THE VOLUME'S NAILED PER STUD5 MIN, CEILING JOISTS. J015T5 ALL RAFTERS SHALL BE #2 PLYWOOD TO EXTEND TO AREA NAILING. Ir STUDS ALIGN, O'/S-2 DBL 2X4 REPEATED 4a" O.G. TYP. 16" O.G. STRAP SHALL EXTEND TO BE PER NOTE #1 SOUTHERN YELLOW PINE � 24 BOTTOM OF WALL INSTALL (I) PLATE CONT. O.G. MAX. SECTION SIZE 514ALL MSTAM24 AT EVERY 5TUD (16" STRAP EACH FROM UPPER STUD TO BE DETERMINED ACCORDING O.G. MAX.) LOWER STUD. V-0" (MAX.) � TYP. Masonr Gable End EMBED STRAP TRU55 (SEE LL W/ 51MP50N TO THE LENGTH OF SPAN AS PLAN) � HT528 � 3211 S-3 SCALE: NTS FOLLOWS: AT EACH TRUSS 14TS OR 6516 r I S Extended Bottom Chord Attachment Details O.C2x4 WD CONST. Lu TO ALIGNING 'FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 $-3 SCALE: NTS � 16" O.C. Lu STUDS BELOW 4'-0" TO 8'-0" ---- 2X6 4SADDLE ATTACH THE CEILING FRAME SEE NAILING APA RATED SHEATHING. SEE NAILING 8'-O" TO 12'-0" ---- 2X8 WITH (4) 8.131 X 3-I/2" NAILS 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2X18 CUT OUT5IDE EDGE ATTAGHMENT5 PERIMETER. IF ABUTTING 15'-0" TO la' -O" ---- 2X12 NOTES: PLUMB TO ALLOW MA50NRY USE P.T. SYP #2 1. ADJACENT NAILS ARE SOLID CONNECTION G5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPP051TE w/ 5HEATHING FASTEN CHORD TO � ATTACHED W/(4) 0.131 x MA50NRY W/ 1/4" DIA. X 3" 51DE5 OF THE COLUMN TO ROOF SNEATNING CHIMNEY APA RATED I 1'-0" 3 1/211 NAILS 7APCON5 '@ 6" O.C. MAX. NOTES : 2. ALL NAILS PENETRATE e / BLOCKING w 1/4" x EA. 5HEATHING, SEEr H 5" WOOD SCREWS 1@4" CORNER r- M INTERSECTING '� LEAST 3/4 OF THE ^� NAILING SCHEDULE THICKNE55 OF THE LAST O.G. ALL-AROUND 70P CHORD ENG. TABLE FOR � BLOCKING I. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE LAMINATION TRU55ES'@ 24: O.G. ATTACHMENT. U.N.O. lk5 APPROVED PLANS FOR SHEATHING 3, FOR 4 -PLY, PROVIDE 1/4" ` (1) 5IMP50N L5TA12X1501 CEI LER NAILS®" 01.C. ATTACHMENT, DIA. X 5 1/2" LAG EACH END OF L3. WHEN INSTALLING 51MPSON PRODUCTS REFER SCREWS OR EQUAL 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM TO SIMP50N 5 IN5TRUCTION5 4 (SPACE AS SHOWN FOR ROOF SHEATHING -� FRAMING w 4-0.131 x 3 1/2" AREA (4 BAY OR 8 Ft SPECIFICATIONS, 3 -PLY) NAILS EACH END FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X 5YP #2 AND SAME 4. FOR 5 -PLY, PROVIDE 114" 2x4, 2x6, OR 2x8 M T . Frame Down CI . DEPTH AS RAFTERS (PT AT MASONRY DIA, X 7" LAG SCREWS O.C. SEE FLOORS 3 SCALE: NTS CONTACT). OR EQUAL (SPACE AS PLAN FOR SIZING Or 1 I r SHOWN FOR 3 -PLY) - a PRE-ENGINEERED 5. REFER TO ND5 SECTION B Fire lace Chase Detail STUDS TRU55E5 e 24" O.G. FLAT OR CATHEDRAL 4 15.3 FOR ADDITIONAL S 3 SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT, \ \\ ` (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT /@ RAFTER PROVIDE (5) lod NAILS EA(1) .. 2x4 /@ 1611 o.c. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) l 4 STUE) (ORNER SIN6LE STUD CONDITION SIMPSON MSTA316' F /)f- TI I- T/M M ALONG THE EXTERIOR51DE_ 9'-0" LAPSPLICE NAILING '@ SPLICE ALL OTHER NAILING ENGINEERING U.N.O. 6OO/C .131 x 3° 0,131 x 311 a 8" 0/C \ CONTINUE SHEATHING BELOWI � I..,- CONVENTIONAL FRMG /@ ATTACHED AT CORNER. MAY BE 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APDL IED OVER SNEATNING, OR L5TA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM. 0 16" o.c. TRUSSES a ENTRYWAYS 8 PORCHES = PSPN58Z IN LOCATIONS WHERE A LAP SPLICE 15 OVER 16" AWAY 24" O.C. OVERLAP TRUSS BRACING - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" PRE-ENGINEERED 4,_11 4._®11 NOTES'. WOOD TRUSSES LEAST ONE TRU55 SPACE 12d COM. 6" OVERLAP 2x4 BLOCKING ATTACHED 112" CEILING GYP BD W/ 56 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE �@ 24" O.G. MAX. SECTION 51ZE SHALL 12" O.G. 4-16d COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS:2-801 COM. 51MP50N 5PH4/6/8 EACH END (URO) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0" ---- 2X4 UNLESS NOTED OR SIMPSON 12'-0" 70 15'-8" ---- 2X10 OTHERWISE, ATA SDWC15600 FROM OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-O" ____ 2X6 15'-0" TO 1a' -O" ---- 2X12 i 2-2"x4" W/I/2" PLYW®. MINIMUM ALL STUD TO TOP a' -O" TO 12'-0" ---- 2Xa A MAY E TOTE: 2 4 S UNSPECIFIED FRAME PLATE F Gable Diaphragm Bide Wail 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWISE 50 NO TO FRAME S-3 (For Illustration only) CONNECTIONS SHALL SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. � 5PACER 15 NEEDED. CONSI5T OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �16d GOO. 8" o.c. 8.131"X3-1/2" END COM. a 8" O.C. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION 5TRAP5 � EACH TRU55 USING (14) I0d NAILS. INSTALL THE 1001 COM. 12" o.c. NAILS OR TOENAILS. SEE NAILING P 1 A 4-16d COM. #A SIMPSON M5TCM 60 SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING EACH SIDE Or TRUSS THREADING FOR ATTACHMENTS ATTACHMENT. U.N.O. INTERSECTING x 3 1BLOG ILS THE U -SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. INT. HE A[)r-R (NON=BEARING) MAY BE SUBSTITUTED FOR SIMP5ON HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP 70 TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d AN NT74 WHERE LOCATION 5/a" DIA A.B. 1'4' NAILS FOR 2x12 RAFTERS, (16) IOd NAILS FOR 2x18 RAFTERS, (14) 1001 NAILS FOR 2x6 ALIGNS WITH A FILLED DELL' MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUS5 Mix RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-011 PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 1001 NAILS, SEE NAILING SCHEDULE TRUSSES @ 24" O.G. 5. SECURE RAFTERS TO RIDGE BEAM U51NG 51MP50N L55U210 SLOPING HANGER W/ (10) 1001 General Wood Attachment Details TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 (-1) IOd x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 1001 P 4 STUD CORNER q Truss Bracing Overlap Detail U.N.O./2 CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x18 RAFTERS. USE L55U28 W/ (10) 10014 (5) 10d x 1 1/2" FOR 2X8 S 3 SCALE: NTS 6TRAPPING INFORMATION 3-3 SCALE: NTS COOLER NAILS 7" O.G. OR EQUAL, RAFTERS. USE L506 W1 (6) IOd S (5) IOd x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x,.o RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 5IMP50N L5TA12 Ft FROM MA50NRY WALL) BEAM W/ (8) 1801 NAILS. STRAP 4a" O.C. INTERIOR �1ai9 �` 6. WHERE NEEDED, PROVIDE FLAT 2X,6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR VOLUME r (1) SIMPSON HETA20 INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 1601 TOENAILS AT AREA SEE FLOOR PLAN FOR SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. �. LENGTH WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, / BOTTOM CHORD OF BLOCKING IP) UNO. U Valle Set Attachment Detail (1) M5TA30 AT EVERY , 1 DBL TOP PLATE FASTEN CAP 70 CHASE w/ GABLE: 0.131 x 3 1/2 R.5. NAIL5 o 12 FLAT OR CATHEDRAL OTHER STUD (32" O.C. �^' nLo ' $ 3 SCALE: NTS PRE -ENGINEER_ PRE-ENGINEERE MAX.) FROM UPPER STUD .0 O.C. ALL-AROUND I/2 GYP BD WOOD ROOF WOOD ROOF TO LOWER TOP PLATE, �, 8 MASONRY WALL W/(IJ #5 REBAR CONT. IN TRU55E5 TRU55ES �*,'°. KNOCKOUT COURSE NOTE: CR055 BRACING 4 INSTALL SIMP50N LU524 INTERIOR WRAP TOP PLATE AS WALL SHEATHING KNEEWALL NEEDED FOR FULL s ° ALL BLOCKING TO BE MIN. EA. SIDE OF THE VOLUME'S NAILED PER STUD5 MIN, CEILING JOISTS. J015T5 ALL RAFTERS SHALL BE #2 PLYWOOD TO EXTEND TO AREA NAILING. Ir STUDS ALIGN, O'/S-2 DBL 2X4 REPEATED 4a" O.G. TYP. 16" O.G. STRAP SHALL EXTEND TO BE PER NOTE #1 SOUTHERN YELLOW PINE � 24 BOTTOM OF WALL INSTALL (I) PLATE CONT. O.G. MAX. SECTION SIZE 514ALL MSTAM24 AT EVERY 5TUD (16" STRAP EACH FROM UPPER STUD TO BE DETERMINED ACCORDING O.G. MAX.) LOWER STUD. V-0" (MAX.) � TYP. Masonr Gable End EMBED STRAP TRU55 (SEE LL W/ 51MP50N TO THE LENGTH OF SPAN AS PLAN) � HT528 � 3211 S-3 SCALE: NTS FOLLOWS: AT EACH TRUSS 14TS OR 6516 r I S Extended Bottom Chord Attachment Details O.C2x4 WD CONST. Lu TO ALIGNING 'FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 $-3 SCALE: NTS � 16" O.C. Lu STUDS BELOW 4'-0" TO 8'-0" ---- 2X6 4SADDLE ATTACH THE CEILING FRAME SEE NAILING APA RATED SHEATHING. SEE NAILING 8'-O" TO 12'-0" ---- 2X8 WITH (4) 8.131 X 3-I/2" NAILS 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2X18 CUT OUT5IDE EDGE ATTAGHMENT5 PERIMETER. IF ABUTTING 15'-0" TO la' -O" ---- 2X12 NOTES: PLUMB TO ALLOW MA50NRY USE P.T. SYP #2 1. ADJACENT NAILS ARE SOLID CONNECTION G5 16 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPP051TE w/ 5HEATHING FASTEN CHORD TO � ATTACHED W/(4) 0.131 x MA50NRY W/ 1/4" DIA. X 3" 51DE5 OF THE COLUMN TO ROOF SNEATNING CHIMNEY APA RATED I 1'-0" 3 1/211 NAILS 7APCON5 '@ 6" O.C. MAX. NOTES : 2. ALL NAILS PENETRATE e / BLOCKING w 1/4" x EA. 5HEATHING, SEEr H 5" WOOD SCREWS 1@4" CORNER r- M INTERSECTING '� LEAST 3/4 OF THE ^� NAILING SCHEDULE THICKNE55 OF THE LAST O.G. ALL-AROUND 70P CHORD ENG. TABLE FOR � BLOCKING I. ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE LAMINATION TRU55ES'@ 24: O.G. ATTACHMENT. U.N.O. lk5 APPROVED PLANS FOR SHEATHING 3, FOR 4 -PLY, PROVIDE 1/4" ` (1) 5IMP50N L5TA12X1501 CEI LER NAILS®" 01.C. ATTACHMENT, DIA. X 5 1/2" LAG EACH END OF L3. WHEN INSTALLING 51MPSON PRODUCTS REFER SCREWS OR EQUAL 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM TO SIMP50N 5 IN5TRUCTION5 4 (SPACE AS SHOWN FOR ROOF SHEATHING -� FRAMING w 4-0.131 x 3 1/2" AREA (4 BAY OR 8 Ft SPECIFICATIONS, 3 -PLY) NAILS EACH END FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X 5YP #2 AND SAME 4. FOR 5 -PLY, PROVIDE 114" 2x4, 2x6, OR 2x8 M T . Frame Down CI . DEPTH AS RAFTERS (PT AT MASONRY DIA, X 7" LAG SCREWS O.C. SEE FLOORS 3 SCALE: NTS CONTACT). OR EQUAL (SPACE AS PLAN FOR SIZING Or 1 I r SHOWN FOR 3 -PLY) - a PRE-ENGINEERED 5. REFER TO ND5 SECTION B Fire lace Chase Detail STUDS TRU55E5 e 24" O.G. FLAT OR CATHEDRAL 4 15.3 FOR ADDITIONAL S 3 SCALE: NTS 2x BLOCKING /@ ALL-----__(1)51MP58N HIDA OR HT516 5HEATHING 6EAM5, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING d 8'-0" 2x4 /@ 1611 o.c. APA RATED 5HE4THING. 5EE NAILING ALL BLOCKING TO BE 9'-0" BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT.H TYP. Frame Wall Gable End REPEATED 4811 O.G. TYP. 2x6 6 1611 o.c. ENGINEERING U.N.O. $ 3 SCALE: NTS ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED M,4X SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD SE READ CAREFULLY _ APA RATED PRE-ENGINEERED < APA RATED 5HEATHING. SEE NAILING BY UNBRACE WALL HEIGHT 02 5Y P 8'-0" 2x4 /@ 1611 o.c. 8'-8" 2x4 @ 16" o.c. 9'-0" 2x4 S 16" o.c. 9'-4" 2x6 6 1611 o.c. 10'-0" 2x6 " c.c. NOTES: INFORMATION 1 2 "TYPICAL AT ALL LOAD BEARING 5YP. ' COMPONENTS, LUMBER 1 41 4 TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPT I ON5." mx- "LUM5EP, DEPTHS (2) 211x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 311 ATTACH w/ (2) ROW5 OF w/ SIMP50N SD525600 WOOD BE SUBSTITUTED FOR R.5. NAILS 0.131 x 3" R.S. NAILS �@ 6" SCREWS STAGGERED @ 6" AT 16" STAGGERED 'a 6" O.C. O.G. ALONG THE LENGTH O.G. ALONG THE LENGTH OF ANY 5TUD WORK 5 (2#2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR OC MAX. SPADING ( OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" SHEATHING. SEE TRUS5E5 8 24 SYP MIN.)" NAILING 5GHEDULE O.G. :EE SCHEDULE TABLE FOR ATTACHMENT. " USE (3) ROWS. USE (2) ROWS 6" O.C.. TABLE FOR u.N.o. N 142 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table (-,--'jyp. Nailing SChedule for Built -Up Columns & BEAMS ATTACHMENT. UN.O. 5EE DETAIL $ 3 SCALE: NTS NOTE: THREE aR -3 SCALE: NTS DROPPED ON THIS SHEET OMPRESSION WEB (TYP) MORE REPEATED SLOPING OR GABLE END FOR IDENTICAL TRU55E5 6� OUTRIGGER SHALL HAVE VERTICAL 2�-� 20 5EE EXPANDED HAVE � WHEN TRUSS 8 STUD ARE CONTINUOUS 20'-0" I it DIAGONAL BRACES. ALIGNED SIMPSON TW15T NOTE: BLOCKING I. SEE TRUSS BOTTOM CORD (1) 5IMP50N 2x4 BLOCKING 1/2" CEILING GYP BD W/ STRAP TYPE CONNECTOR � DIAGRAM (AS REQUIRED BY ONTINUOU5 PERMANENT LATERAL (N75/MT5) MAY BE MANUFACTUREiR'S BRAGIN� 1X4 LS7Al2 STRAP ATTAGHED W/ (2) 501 COOLER NAILS 7" MIN. 4a" O.G. ti 0.131 x 3 1/2" R.5. Or. OR EQUAL, BCSI) BRACE (CLB) NAILED TO TRUSS 8 STUD TRUSS ENGINEERING W, TOENAILS EACH DIAPHRAGM AREA (4 BELOW NO SPH4 IS = HETA 20 'a) 4a" O.G. END, UNO. B n Y NR 8 Ft FROM ATTACHED TO M..oORY WALL) CHORD OF I/' GYP BD FI AT OR CATHEDRAL GABLE NOTE: CRO55 BRACING 4 8" MASONRY WALL nLL BLOCKING TO BE W/N) #5 REBAR CONT. REFPATED 48" OC TYP I 1/2" CEILING NEEDED THIS STUD. NOTE: /,�� "AT 2x6 WALLS USE 5PH6 J CONNECTORS IN LIEU OF ° ° 5PH4 CONNECTORS SHOWN. ° ° ° ° AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF 61=1-14 CONNECTOR5 SHOWN. IN FIELD AND REPORT ANY DISCREPANCIES GYPSUM BD I WORK. CUT SHEETS FOR ADDITIONAL PERMANENT r3R,GGINCz THAT MY BE REQUIRED. 2. T 5RACIN� MAY IBE USED IN PLACE OF, PERMANENT E3RACING PRO /IDES IT EXTENDS ERMANENT DIAGONAL BRACE NAILED TO OPP051TE 51DE OF WEB TO PREVENT LATERAL MOVEMENT SHOULD BE REPEATED � APPROXIMATELY 20' INTERVALS. 1x4 MIN. BRACING W/(3) 0.131 x NEEDED THIS STUD. NOTE: /,�� "AT 2x6 WALLS USE 5PH6 J CONNECTORS IN LIEU OF ° ° 5PH4 CONNECTORS SHOWN. ° ° ° ° AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF 61=1-14 CONNECTOR5 SHOWN. IN FIELD AND REPORT ANY DISCREPANCIES WHEN STUD IS NOT ALIGNED WITH A TRUSS AND/OR WHEN TRUSS STRAP IS NOT DIRECTLY ATTACHED TO STUD USE (1) SIMP50N 5PH4 OR 5P2 WORK. CUT SHEETS FOR ADDITIONAL PERMANENT r3R,GGINCz THAT MY BE REQUIRED. 2. T 5RACIN� MAY IBE USED IN PLACE OF, PERMANENT E3RACING PRO /IDES IT EXTENDS cL5 DIAGONAL -.`t BRAGE A5 REQUIRED BY Bc51 z m RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 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 SE READ CAREFULLY Q � REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS @ @ �@ - X � a LU ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK IN KNOCKOUT COURSE - - 3 I/2" NAILS a INTERSECTING FOR WALLS LARGER THAN®® d WEBS 2x8, USE SIMP50N 5PI'S ON OVER LEAST 90% OF a EACH SIDE OF STUD TO TYPICAL HIDA CONFIGURATION, DO NOT NAIL THE UJEB. a BOTTOM PLATE 5IMP50N THROUGH OTHER STRAPPING/CONNECTORS. x o 5P2'5 ON EACH 51DE OF REFER TO CONNECTOR NOTES FOR FRAME TO �r TRU55 CONNECTIONS. c� ` Gable Section - For Gable Less Than CLB Diagonal Brace 20 Max Intervals Detail STUD TO TOP PLATES. U.N.O. $-3 41-('�11 High n i h SCALE: NTS S"3 SCALE: NTS _ TOP BOTTOM CORD ��JJ NOTE: SEE TRU55 LAYOUTGABLE END. BRACING a FOR ANY ADDITIONAL 0 Frame Wall Truss Connection Detail R Gable & C19 Bracing Diagram 4'-0" O.G. MAX. FOR FIRST STRAPPING REQUIRED $-3 SCALE: NTS $ 3 SCALE: NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL PIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 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 SE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 0 Hzoz Wpo<L.w W o W LL 0 = t WO= o �0�=a n W D.. ® �00� 77goQz : W Z O J W= W 0 N m >LLm Q �a(7xF.w QQ[G F, ZQQw W QO =ZZ Z ONK��Z Cn J EQoo N��o�� =Z6 7, Q-o,°W ® f}--�Nc =I aM w p BLU F- LL W 2 LIS ROCQLL oho J zo LIJo ?W'z=° ® 6L a m¢zz WOZW� z Q WUQ. WZU, Q cJ J W CC:LU CLI- w W - ° o a Li Jm ,r a m (6 � Ln w MIN � = m a m adQ -t Ln MIN -ir 00 J to LU „ 0 00 m mm w rV Ln w O et c00 Vr4 n � ci zu-aQ f�j w z X M 0a rl V J _J W g 10- > NQ .Q Ar 'IL rqv LmAmii ,a L DATE .03-00-18 SCALE NOTED DRAWN MK/P'DK JOB - iheet content: Structural Details iheet number: DRYWALL OVER FUfi BLOCK L 11/16X11/16 COVE MC ( 0100) Ix6 TRIM (WINDOW PER PLA (WINDOW PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES Ix6 TRIM BEAD BOARD -- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW-�� PER PLAN) LINE OF WALL -� BELOW LINE OF TRIM BELOW COMP051TE WINDOW SILL SHIM A5 REO'D. SILL 1x6 TRIM PLAN kill *► .an I , -� INVERTED 2 1/4' 1 DOOR CASING (036(o) 5TD. 2x 5TUD5 (PER BA5E PLAN) CABINET 1/2' DRYWALL f 30366 ASE BD. QUARTER ROUND CALI. TOP 8' W. CORIAN CAP TILE FINISH - OVER WATER RE515TANT WALL BD. SHOWER SCALE: 112' _ I'-0' TEMP, GL. ENCLOSURE DRYWALL FIN15H OVER FURRING ON BLOCK WALL SHIM A5 REQ'D. 5TD. BASE CA5INET LINE OF WALL BELOW LINE OF CASING BELOW COMPOSITE WINDOW SILL ELEVATION (NICHE PER PLAN) -- PLAN WINDOW )ETAIL 1/4' DOOR CASING (0366 J DRYWALL FINISH OVER 2x WALL (SEE PLAN) IN STOOL DETAIL PLAN SPECIFIC PER PLAN $CALE: I'.V-V TEMP. GL, 1'-4' ENCLOSURE INVERTED 2 1/4' DOOR CASING (036(o) 2x 5TUD5 (PER PLAN) I/?' DRYWALL 3 1/4' BASE BD. (0366) QUARTER ROUND HIGH BAR TOP 1/2' DRYWALL BELOW CAP 5CALE: 1/2' - 1'-0' 2x STUDS (PER it II PLAN) II II I I 1/2' DRYWALL BATH it l �- 1/4' BASE BD. (#366) I I SECTION PLAN SHOWER LOW WALL VALE: 1>?' : 1'-0' -8' W. CORIAN CAP -TILE FIN15H OYER WATER RESISTANT WALL BD. SHOWER SHOWER SIDE TILE TO WRAP IN WINDOW 5TD, 2' VAINTY O CABINET Q 3 1/4' BASE BD. (036(0) VW. CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW - 2x 5TUD5 (PER SILL PLAN) SQUARED DETAIL— EDGES INVERTED 2 1/4'— DOOR /4'—DOOR CASING (03(o6) DRYWALL FIN15H OVER FURRING ON BLOCK WALL VAIFNITY LOW WALL SCALE: 1/2'- 1'-0' ?IFY TOP SILL (WINDOW PER PLAN) LINE OF WALL BELOW SILL CT 1/2' OUT EIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL SCALE: 1/4' = 1'-0' ELEVATION :'----------- L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL P . WINDOW STOOL DETAIL 5CALE: I'm V -m' TE WINDOW DETAIL 2 1/4' DOOR CASING (0366 ) FLOORING / 5A5E BOARD NOTE- WHEN TILE FLOOR 15 5 LECTED ONLY E3A5E E30^RD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED F3A5E BOARD AND 5HOE MOULD aARE IN5TALLED. (B1-PA55 DRS. PER PLAN) Ix JAMB (BI-PA5E DRS. PEF PLAN) 1/2! DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN lit' 1/2' WOOD FILLER HEAD - DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (036(o) HELD OVER 1/2' PLAN P. BI-P.PASS DRS. A IN AIL SCALE: I' _ I'-0' MAIN HOUSE DRYWALL --,7 GARAGE BASE BD. TO OVER LAP 5LA5STEP AND N DRYWALL TRANSITION A 3 I/4' BASE BD. 10366) NOTE: DRAWINGt5 ON 11"xll" SHEET WILL E3E ONE HALP file SCALE- NOTED 5 1/4' CROWN � 1045) S 1/" CROWN SCALE: I': r-0' 1x8 ROUNDOVER W/ WHITE PINE ROUTER I/2' DRYWALL 31/4' 13A5E BD. VV DRYWALL (0366) 2x6 WALL 3 1/4' BASE BD, 36' OR 42' d' J- HIGH PER PLAN 0366) 2x4STA IKNEE WALL CAP DETAML PLAN SPECIFIC PER PLAN 6caLe: V2 1'-0' 1x10 ROUNDOVER W/ ROUTER WHITE PINE co 0mw VV DRYWALL N 3 1/4' BASE BD, d' J- 0366) 2x6 WALL � NSW 36' OR 42' L L �Q HIGH PER PLAN Ea II.. .200 mN� 2x6 STAIR KNEE WALL SAP DETAIL PLAN SPECIFIC PER PLAN 'JOB NUMBER 22066' CAD FILE TEEN BUILDER TD ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 150 STATE STREET' EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEFt. -�� EST. 1994 S t t t t t t t x ca co 0mw N d' J- NNCo � NSW L L �Q Ea II.. .200 mN� vr .- Qh cc M z Q� to 'JOB NUMBER 22066' CAD FILE TEEN BUILDER TD ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 150 STATE STREET' EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEFt. -�� EST. 1994 S t t t t t t t