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483 Rocky Grove Ln (a)MONOLITHIC FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, 0a-14-10 CREATED LOT SPECIFIC PLAN POR LOT ]a IN THORNBROOKE 40's,ELEVATION INCLUDED - TRADITIONAL", GARAGE LEFT W/ PLAN OPTIONS INCLUDING: GARAGE SERVICE DOOR, ADDITIONAL DOOR AT OWNERS BATH, (3) BLOCKING FOR TV, COVERED LANAI, PAVER DRIVEWAY, LEAD WALK AND PORCH, VENT HOOD / MICRO TO OUTSIDE, WATER SOFTENER PRE -PLUMB, LAUNDRY TUB PRE -PLUMB, (3) MEDICINE CABINETS, STAIR RAILING AND FRONT DOOR GLASS INSERT. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 981 TOTAL LIVING S.F. 2138 813.925.1300 TEL 813-925.1800 FAX GARAGE S.F. 451 PORCH S.F. 74 LANAI S.F. 128 TOTAL UNDER ROOF S.F. 2791 J (a w TOTAL WIDTH 30'-0" TOTAL LENGTH 68'-011 09 -26 -la COMPLETED PLAN REVISION TO INCLUDE: QREMOVED GARAGE SERVICE DOOR AND PAD. ADDED SECOND SINK IN BATH 3. GENERAL CONSTRUCTION NOTES CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALL OUTS WITHIN THI5 SET GF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS 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 FB.C.-BUILDING BY PROyIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATNER RE515TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH 02.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X'I GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 6TH EDITION (2011) 8302.6 AND TABLE 8302.6. ATTACHMENT of GYPSUM BOARD SHALL COMPLY WITH TABLE 81023.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 6TH EDITION (2011) 810311 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GA T GAUGE S ARLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C,R. - 6TH EDITION (2011)R103.12 AND A5TM C 926. PER FB.C.R 6TH EDITION (2011) 8103.12.1 WEEP SCREEDS SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM V_ R IcaL ATTACHMENTME_NT FLANGE OF 3-112 INCHES S NA LL BE PROVIDED BELOWTHE PLAT" LINE LIEONrc EXTERIOR STU DWA L_ 5 IN ACCORDANCE WITH C 926.TH E WEEP 6GREEDE ED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER 5HAI L LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.C.R 014 EDITION (2011) 8103.13 WATER RES STIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SNAL_INc DE aWATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION L oN AND CURING PER FB.C.R 6tH EDITION (2011) 8103.1.5 OR IN ACCORDANCE WITH A5TM 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 NTT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALT_ BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM 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 CORRO6ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. WINDOW INSTALLATION: 1. 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 C /)KIT 2A ^ REQUIRES - _ ) CTOR IS RESPONSIBLE FOR DETERMINING WHICH FROTECTIYE COSI - N E L OTE , IND X,SPECIFICATIONS METHOD IS TO BE USED. DWELLING /GARAGE OPENINGS: ® INTERFACE P LAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - M AIN FLOOR PN NOTES FLOOD ZONE REQUIREMENTS: /� MAIN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 2/ 12 " MAIN FL N DIMENSIONS ASPHALT SHINGLES (IF APPLICABLE) : I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R052h AND 89052.6.1, 2 - UPPER FLOOR P N NOT 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYIN,x WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE II OR 2B2 ®U P E LOO P N DIMENSIONS TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITi� SECTION 8905.1.1. ELEVATIONS, RO F P N AND BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 6TH EDITION (2011) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR L 1 FLASHING DETAIL RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 TOR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 6TH EDITION (2011) 890533 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE II; OR ASTM L2 �`FLASHING DETAILS 1 D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE IN5TALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 4A - MAIN FLOOR EL CTRICAL N 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 T-0" HIGHER THAN 4 - U P P FLOOR E L CT RI CA L P N "'co" f o:p �" THE ROOF OR RIDGE THAT IS 0" AWAY OR CLOSER TUB AND SHOWER AREAS: TRd TRUSS STRAPPING P N CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM Mee, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. N 1 d STRUCTURAL NOTES TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE of GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO STRUCTURAL DETAILS I WED FOR CODE: COMPLIANCE ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FCR SPRAY HEADS AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT 2 T U CTU L D ETAI L Y-- T �� (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 LAi�,:{AMIPJEFt �U�,1c� EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S - ST U CTU L D ETAI L DATE MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUZ15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TNI5 PLAN SET AT THE TIME OF APPLICATION FOR S4 - STRUCTURAL DETAILS PERMIT. SANFORD BUILDING DIVl AON 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER t`"1' 1i�- 11 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 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 �+ STRUCTURAL DETAILS LICENSE TG PROCEED WITH THE WORK AND NOT AS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. AUi HORNY TO VIOLATE, CANCEL., ALTER OR SET 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL 5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. �96 GAUGE (0.48 mm) SHEET STEEL TDTRI M TAILS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OR OTHER APPROVED MATERIAL AND SHALL NAVE NO OPENINGS INTO THE GARAGE. CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT 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 THE BUILDINu OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. S STAT TIM D ETAI L CONSTRUCTION OR VIOLATIONS OF THIS CODE 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE D�MAGE 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 APPLICAB E PROVISIONS OF 5ECTION5 M1411.3. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOOR5JAIR 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 COMPACT101\a T F S F OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREA5 INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, IF DUCT LENGTH QUIR %D EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEWIT (162 mm) FOR EACH 45 DEGREE 10,19 RAD) BEND AND 5 FEET Results to be %erijre (1524 mm) FOR EACH 90 DEGREE (I% RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION C ULT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 at Slab Inspecow, INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH of THE EXHAUST DUCT, INCLUDING ANY TRAN51TIION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURE' R'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 6005TER FAN IS INSTALLED AND NOT (READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE L45EL SHALL BEAR THE WORDS "TNI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANCE OF PLANS FROM TNI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE 71 ® 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 FE1S. 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 4 ' 3Nl`h •� SCI ° �"� .� WINC," -- ` P Lit 9 oo ®JOB NUMBER CAD FILE NAMEL T 78 T8 ISSUED 08-14-18 REVISED 09-26-18 y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813-925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 �:- � x U r0 J (a w 2 \'/m Lm L ® L. ) LL • �_ co -i 0 LL=_6 4� N } p zT oo ®JOB NUMBER CAD FILE NAMEL T 78 T8 ISSUED 08-14-18 REVISED 09-26-18 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 !HEREBY CERTIFY THAT I HAV E REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTIONR301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY SHEET • 0 I t I t t I t t y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813-925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 �:- � VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P.E. #83217 !HEREBY CERTIFY THAT I HAV E REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTIONR301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017), THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY SHEET • 0 I t I t t I t t 30'-011 I' 4" 13'-4" I / �CONT, (TY P AT LANAI) 0 21-811 AA PAVER DRIVE / LEAD WALK 3 21'-4" rilno 2'-8" I. 1'-0" m G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING 5Y5TEM5 AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE EUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACGORDANGE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." m FOOTING LEGEND: FI 12" DEEP x24"x24" GONG. FOOTING W/ (3) *5 BARS pr. EACH WAY. F 2 S 20" DEEP x24"x24" CONC. FOOTING W/ (3)15 BARS i ro EACH WAY. F3 0 12" DEEP x3011x30" GONG. FOOTING W/ (3) Iv BARS 813.925.1300 TEL 0D P4 16" DEEP x36"x36" GONG. FOOTING W/ (3) "5 BARS —_—_� EST. 1994 EACH WAY. P5 ISI' DEEP 60"60" CONC. FOOTING W/ ry BARB AT rn VI oof')m 811 811 G.C. VERIFY ACRYLIC 88 811 ON LANAI S �a 0Co IL • ro� � 0 _ ( 4'-0" 8'-2" Il'L,®0 Cj L 0- (c) cO I ( 34"&0" AIG 4J Z T G d• 3' 6" 2'-0" 10'-2" 2'-211 PAD (SEE MECH. CONTRACTI OR I I � � ELEVATION L � FOR LOG.) 71 ■ ® 11/2 RECESS FOR S.G.D. n, b- b- 3/4" P.V.G. CONDENSATION 2-5TORY FOOTING (TYR.) vmvm H.B. 20" H. x 20" W. GONG. MONO -FTG. W/ 3 - 1`5 CONT. REBARS DRAIN BY PLUMBER PROVIDE 25" MIN. LAP WHERE pm q, SPLICED AND WIRE TOGETHER m d BOTT. OF FTG. SHALL BE 12" MIN, BELOW GRADE / 9 u, N - 51 @ 54MIA cO mI� PA i \ m L (Q)I cow v y� 6'-1111 5'-411 \ �/ 1811 I 16" W.x12" PEEP FTG. W/ 2 - 15 CONT. VA a ■ ELEVATION AT 0'-0" •C• / 811 THICKENED EDGE - jk(ASSUMED) — FOR SHOWER REGE55 / W/ I NO.5 BAR CONT. 3.5" THICK, 2500 OR TILE SHOWER 'X �- 3000 P.S.I. CONCRETE SEAT RECE55 SLAB ON GRADE W/ 6x6 WIAxWIA MESH _ ^ABV. VALVE � OR -FIBER MESH OVER ( \ , 6 MIL. VAPOR iELEVATION n. BARRIER ON GLEAN,r l) 0'-31/2" _ x6 WALL WELL - COMPACTED, TERMITE TREATED, / 2x6 r GRANULAR FILL. PI _ � <r -� I WALL 10 OPT. I I OPT. I WASHER DRYE(2 /_ = L_=JL_ J AIR HANDLE LINES FROM -- SINK UPPER FLOG > W/ D16P \� 41.611 41.811 Sk 1za 16' 3" 4'1" / FED. PROVIDE WATER LAV. (16" W.xl6" D. FTG. R />/\\ LINE FOR ICE MAKE/ 41_ 11�� 3/4 RECE55 W/ 2 - '5 CONT. / \ // � � FOR ENTRY DR. 1�I (TYP. AT GARAGE) TO CLOF REF.- I M � / 6D J ♦ L.� —� — ®n. J PRS ® 11 3 8 14 ELEVATION (-) 0'-411 50 GAL. _ co 8" 91-011 Y-51/2" T -91/2"T-111 01 811 811 31.811 51 011 ■ i ELEVATION l) 0'-4" SI PAVERS `" F/7-/ O = OL CO cn O U ct) O I F3 i - C) i - o 8"x8" FTG. W/ v LK i 1 - 15 CONT. G. (TYP. AT -�------------ --------4---------- ----G.J_------- -- �- ENTRY) ( e I-5TORY SOOTING (TYRJ 20" H. x 16" W. GONG. 19 9 D i MONO -FTG. W/ 2. 15 @ TA n, BI CONT. REBAR5 i PROVIDE 25" MIN. i LAP WHERE SPLICED AND WIRE TOGETHER ELEVATION i BOTT. OF FTG, SHALL BE 12" MIN. BELOW GRADE d — ■ AlI I/2" RECESS FOR GAR DRJA 21-811 AA PAVER DRIVE / LEAD WALK 3 21'-4" rilno 2'-8" I. 1'-0" m G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING 5Y5TEM5 AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE EUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACGORDANGE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." m THE FOUNDATION SYSTEM HA5 BEEN DE51GNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2200-P5F (8401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REOUIREMENT FOR EACH USE OF TH15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDG CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLA A SCALE: 1/4" : I'-011 FOOTING LEGEND: FI 12" DEEP x24"x24" GONG. FOOTING W/ (3) *5 BARS 1. EACH WAY. F 2 S 20" DEEP x24"x24" CONC. FOOTING W/ (3)15 BARS i ro EACH WAY. F3 0 12" DEEP x3011x30" GONG. FOOTING W/ (3) Iv BARS 813.925.1300 TEL EACH WAY. P4 16" DEEP x36"x36" GONG. FOOTING W/ (3) "5 BARS —_—_� EST. 1994 EACH WAY. P5 ISI' DEEP 60"60" CONC. FOOTING W/ ry BARB AT rn VI oof')m 9" O.G. 'EACH WAY. THE FOUNDATION SYSTEM HA5 BEEN DE51GNED U51NG A MINIMUM 501L BEARING CAPACITY OF 2200-P5F (8401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REOUIREMENT FOR EACH USE OF TH15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDG CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLA A SCALE: 1/4" : I'-011 •JOB NUMBER — CAD FILE NAMELT 78 TB ISSUED 08-14-18 REVISED 09-26-18 i 1. i i x i ro 150 STATE STREET EAST U To 813.925.1300 TEL 813. 925.1800 FAX _j TAIv1I'A • DENVER —_—_� EST. 1994 (V ' rn VI oof')m �a 0Co IL • ro� � 0 0 C0 coL Il'L,®0 Cj L 0- (c) 4J Z T G d• •JOB NUMBER — CAD FILE NAMELT 78 TB ISSUED 08-14-18 REVISED 09-26-18 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 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 RESERV ES THE RIG HT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY y ll, 1. DAMS BE4V'S DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAIv1I'A • DENVER —_—_� EST. 1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW I. 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 RESERV ES THE RIG HT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 2138 • TI TLE • SLAB INTERFACE PLAN O S S S S I T I s I 1. 2138 • TI TLE • SLAB INTERFACE PLAN O S S S S I T I s I T.O.M BOTTOM OF LINTEL T.OM. 9' 4" AT V-0" AFF. 9'-4" AFF. O AFF. �■ ■■ O I BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL ( I ) �AT V-0" AFF. 16'-0"x8'-0" AT V-0" AFR O 9'-4" PLT. HT. I� G.G. VERIFY ACRYLIC ON LANAI T.O.M. 9 -4 I REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 NOTE: AT VOLUME CEILING HATCHING INDICATES DOUBLE KO. BLOCK COURSE W/ (2) 15 IN EACH (AT VOLUME CEILING) a-08-0 TEMP. S.G.D. 1 2-a> 2 STOR 119'-4" GLG. GLG LSTORY VOLUM7 GATHERING ROOM 14'-6"x16'-0" 2 -STORY VOLUME G.C. VERIFY ELECTRICAL AND BLOCKING REQUIREMENTS AND HEIGHTS FOR PLASMA TV. 3-26514. HD. AT V-0" * EGRE55 OWNER'S SUITE 13'-10"x12'-10" 9'-4" FLAT CLG. G.C. VERIFY ELECTRICAL AND BLOCKING REQUIREMENTS AND HEIGHTS FOR PLASMA TV, v TYPICAL MASONRY MA50NRY WALL5 � U Oo� 2-8xUPLIFT)-a LU U m 00< oo< (1 02 3111 - - o< _ -4x6 -a v IJ N 5 51 0 L (D DINING ROOM • ®0 12 5H 1/2 32 514 22 5H 14'-6"x10'-0" BEARING WALL e 00 9'-4" FLAT CLG. (NO UPLIFT) = c0 4w 0 0 n Q 36" N STAIR DATA: 1/233514 ■ COUNTERTOP KNEE IS 10 R15ER5 AT EACH (SEE DETAIL) WALL 10.00" TREAD —_—_—_ -( —_—_—_—_— - 36" H. 0 5111 U 14 5H \ RAILING 34 5W ®I 00 I \ 0 NEWEL VENT HOOD AND MICRO TO EXTERIOR 25 514 v o 1 I I __ W%ND15F O u POST 42" UPPERS ®n 0 � KITCHEN11 3:16 3-26514. HD. AT V-0" * EGRE55 OWNER'S SUITE 13'-10"x12'-10" 9'-4" FLAT CLG. G.C. VERIFY ELECTRICAL AND BLOCKING REQUIREMENTS AND HEIGHTS FOR PLASMA TV, �e OPENING TO UNDER STAIRS I— — — — -I 13'-0"x3-0" A/C I IPAD (SEE MECq. CONTRACTOR IFOR LOC.) I I- — — — J ■ ■1 ■ M.C. TYPICAL MASONRY MA50NRY WALL5 u U R 30 2-8xUPLIFT)-a LU EARIN m � (1 02 3111 530 CLG. � _ -4x6 -a -OUTS �e OPENING TO UNDER STAIRS I— — — — -I 13'-0"x3-0" A/C I IPAD (SEE MECq. CONTRACTOR IFOR LOC.) I I- — — — J ■ ■1 ■ In TEMP. GL. ENCL. ■ ON 42" H. LOW WALL IV' H. TILE TILE z 5 SEAT J SHOWER 51 AN EN xo DRYER SII L — BOX r 1 r T-64- 0 VENT R/5 I OPT. 7 I OPT. o X -, , L_WASNER DRYER _JLJ _ AIR HANDLER LAUN. —� LINES FROM 9'-4" CLG. *� UPPER FLOORON QII ■ b _ 2-&6-a PANEL SIU 9 4 CLG. a" SOFFIT 2-86-5 ABOVE ARCHFROM \ PED. V-0" TO V-8" 9'-4" \ ■ LAV. 9 -4 FLAT CLG. / BARREL ARCH \ \ GLG. FROM 6'-0"0 \ FOYER HALF 1 o I �-r6 \ g .411 BATH a CLG. ■ ® ^ a 'bID IV � PAVERS I G.C. VERIFY GLASS ® I INSERT FOR FRONT OINSULATE � J NOTE: � 0 ARE- ♦ � FLUSH FRAME I DOOR BEARING WALL ALL INTERIOR PLUMB ■ TO FURRING 1 50 GAL. ANGLED WALLS J I O LU W.N. PRE -PLUMB FOR ARE AT 45' (UN.O.) I BEARING 51 PORCH I �' o WATER SOFTENER I o LOOP AND DRAIN WALL 9'-4" PLT. HT. F — _ _ _ 'j L— 26WALL INSULATE I = <1 LIALU OPT. SHIM AS ■ I` = I ABV. AIR SWITCH REQ'q. L--�==�--------- ■ FOR D15P. 1'-011 54"x22" LINE OF SECOND O ATTIC ACCESS FLOOR ABv. HEADER SEE 9 -411 CASING ■ 2 CAR GARAGE IANSByLAT� ELEVATION AFF' 20 -0"x20'-0" 2x STUDS (PER STD. PLAN) 9'-4" PLT. HT. BASE O CABINET 1/16" 05.5. BACKING 1/2" DRYWALL ■ SINE OFF GARAGE DOOR IN OPEN POSITION— — — — — — — — — — � ■ REFER TO SHEET 2A2 LL�LFOR MAIN FLOOR m a 4 i f PLAN DIMEN51ON5 CALL I. TOP 1 SCALE: 1/2" : 1'-0" N (TYP.) H.B. o y O 116-0x1-0 O.H. GARAGE DOOR O T.OM. 9'-4" AFF. AA PAVER DRIVE / LEAD WALK 3 M.C. TYPICAL MASONRY MA50NRY WALL5 OWNER'S WINDOW SCHEDULE R 30 GARAGE FRAME WALLS BATH 150 STATE STREET EAST m 2(011 2111 3111 530 CLG. � _ CALL -OUTS N In TEMP. GL. ENCL. ■ ON 42" H. LOW WALL IV' H. TILE TILE z 5 SEAT J SHOWER 51 AN EN xo DRYER SII L — BOX r 1 r T-64- 0 VENT R/5 I OPT. 7 I OPT. o X -, , L_WASNER DRYER _JLJ _ AIR HANDLER LAUN. —� LINES FROM 9'-4" CLG. *� UPPER FLOORON QII ■ b _ 2-&6-a PANEL SIU 9 4 CLG. a" SOFFIT 2-86-5 ABOVE ARCHFROM \ PED. V-0" TO V-8" 9'-4" \ ■ LAV. 9 -4 FLAT CLG. / BARREL ARCH \ \ GLG. FROM 6'-0"0 \ FOYER HALF 1 o I �-r6 \ g .411 BATH a CLG. ■ ® ^ a 'bID IV � PAVERS I G.C. VERIFY GLASS ® I INSERT FOR FRONT OINSULATE � J NOTE: � 0 ARE- ♦ � FLUSH FRAME I DOOR BEARING WALL ALL INTERIOR PLUMB ■ TO FURRING 1 50 GAL. ANGLED WALLS J I O LU W.N. PRE -PLUMB FOR ARE AT 45' (UN.O.) I BEARING 51 PORCH I �' o WATER SOFTENER I o LOOP AND DRAIN WALL 9'-4" PLT. HT. F — _ _ _ 'j L— 26WALL INSULATE I = <1 LIALU OPT. SHIM AS ■ I` = I ABV. AIR SWITCH REQ'q. L--�==�--------- ■ FOR D15P. 1'-011 54"x22" LINE OF SECOND O ATTIC ACCESS FLOOR ABv. HEADER SEE 9 -411 CASING ■ 2 CAR GARAGE IANSByLAT� ELEVATION AFF' 20 -0"x20'-0" 2x STUDS (PER STD. PLAN) 9'-4" PLT. HT. BASE O CABINET 1/16" 05.5. BACKING 1/2" DRYWALL ■ SINE OFF GARAGE DOOR IN OPEN POSITION— — — — — — — — — — � ■ REFER TO SHEET 2A2 LL�LFOR MAIN FLOOR m a 4 i f PLAN DIMEN51ON5 CALL I. TOP 1 SCALE: 1/2" : 1'-0" N (TYP.) H.B. o y O 116-0x1-0 O.H. GARAGE DOOR O T.OM. 9'-4" AFF. AA PAVER DRIVE / LEAD WALK 3 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). MAIN FLOOD' 5TRUCTURAL L E�EN[D a" K.O. BLOCK FILLED WI(I)15 BAR OVER a" 10 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(1) #5 BAR. lA - a° K.O. BLOCK FILLED W/(I) #5 BAR CONT. OVER a" COMMON BLOCK COURSE OVER a" PRE-ENGINEERED CONCRETE LINTEL WI(l) #5 BAR, GROUTED SOLID. (T.TI O _ 6" FRE -ENGINEERED CONCRETE LINTEL j.0 FILLED W/(I) #5 BAR. O _ a" LINTEL5 SHALL BE FILLED, BELOW a" Ko. BLOCK FILLED AND REINFORCED WIN)15 BAR. ® - PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE (5) 2x4 5TUD5 W/ (U 51MP50N NTT4 CONNECTORS AT BASE. o - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N L5TAI5 STRAP. THE JACK-STUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N 142.5 CLIPS. O - PROVIDE (3) 2xa 5TUD5 W/ (U 51MP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE (5) 2x6 5TUD5 W/ (1) SIMPSON NTT4 CONNECTORS AT BASE. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2612 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU SIMPSON _5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 6IMP60N 142.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTEL5 LONGER THAN,/o'-0` FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES + ALL LVL'S TO BE F'o=2950 P61 MIN. + ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. + ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA �' %1111 9'1g11 ��•o ti0co 0•® 6- YARIE5 (SEE PLAN) 0 //lot?iiii� / 0- 0 g G ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR PER C55) FLAT LATEX CEG N CK p�XTURE (ORSKIP TROWEL) TM) WHITE FLAT LATEX CEILING PAINT 0C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX 6EMI GLO53 TRAY CEILING SECTION_ SCALE: 1/2" : I'-0" ,,— , , ATTIC ACCESS DETAIL SCALE: 1/2" : 1'-0" NOTE: C.J.: RECOMMENDED MA50NRY CONTROL JOINT. ® INDICATES I A INDICATES 2 $5 R s Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALL5 R 13 (WHERE APPLICABLE) GLG. INSULATION TYPICAL MASONRY MA50NRY WALL5 R 4.1 WINDOW SCHEDULE R 30 GARAGE FRAME WALLS WINDOW WIDTHS 150 STATE STREET EAST m 2(011 2111 3111 530 -� EST. 1994 �- WINDOW CALL -OUTS L (D 2611 • ®0 12 5H 1/2 32 514 22 5H 32 5H LU o~O��Lz Co�1pV 00 FL L 01) 4w 0 41 7)L- 3911 13514 1/233514 23514 333H 0 5111 U 14 5H 1/2 34 5H 24 5W 34 5W 6311 0 15 6H 1/2 35 514 25 514 35 514 z 1211 3:16 5W l/2 36 514 26 514 36 514 C.G. VERIFY MA50NRY OPENIN65 FOR ALL WINDOW5, Ln Uj WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ® MANUFACTURE 5PEGIFIGATION5. 0 a REFER TO FLOOR PL AN5 FOR STYLE OF WINDOW U5ED (51NGLE DUNG -514, GASEMENT- G5MT, OR FIXED GLA55- Fd) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). MAIN FLOOD' 5TRUCTURAL L E�EN[D a" K.O. BLOCK FILLED WI(I)15 BAR OVER a" 10 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(1) #5 BAR. lA - a° K.O. BLOCK FILLED W/(I) #5 BAR CONT. OVER a" COMMON BLOCK COURSE OVER a" PRE-ENGINEERED CONCRETE LINTEL WI(l) #5 BAR, GROUTED SOLID. (T.TI O _ 6" FRE -ENGINEERED CONCRETE LINTEL j.0 FILLED W/(I) #5 BAR. O _ a" LINTEL5 SHALL BE FILLED, BELOW a" Ko. BLOCK FILLED AND REINFORCED WIN)15 BAR. ® - PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE (5) 2x4 5TUD5 W/ (U 51MP50N NTT4 CONNECTORS AT BASE. o - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)51MP50N L5TAI5 STRAP. THE JACK-STUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N 142.5 CLIPS. O - PROVIDE (3) 2xa 5TUD5 W/ (U 51MP50N NTT4 CONNECTORS AT BASE. ® - PROVIDE (5) 2x6 5TUD5 W/ (1) SIMPSON NTT4 CONNECTORS AT BASE. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2612 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU SIMPSON _5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 6IMP60N 142.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTEL5 LONGER THAN,/o'-0` FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES + ALL LVL'S TO BE F'o=2950 P61 MIN. + ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. + ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA �' %1111 9'1g11 ��•o ti0co 0•® 6- YARIE5 (SEE PLAN) 0 //lot?iiii� / 0- 0 g G ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR PER C55) FLAT LATEX CEG N CK p�XTURE (ORSKIP TROWEL) TM) WHITE FLAT LATEX CEILING PAINT 0C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX 6EMI GLO53 TRAY CEILING SECTION_ SCALE: 1/2" : I'-0" ,,— , , ATTIC ACCESS DETAIL SCALE: 1/2" : 1'-0" NOTE: C.J.: RECOMMENDED MA50NRY CONTROL JOINT. ® INDICATES I A INDICATES 2 $5 R s Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALL5 R 13 (WHERE APPLICABLE) GLG. INSULATION R 3a MA50NRY WALL5 R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN --NOTES INCLUDED ELEVATION 'JOB NUMBER — CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 oil 0 011�TiS BEWS x 150 STATE STREET EAST m 813.925.1300 TFL 813 .925 - 1800 FAX U ro N TAMPA • DENVER -� EST. 1994 �- N� L • ®0 0 gE o~O��Lz Co�1pV FL L 01) 4w 0 41 7)L- 'JOB NUMBER — CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 oil rus...� 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 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 MANU F. 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 rvoO o s s I I I s Y 011�TiS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAlt, FLORIDA 34677 813.925.1300 TFL 813 .925 - 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 �- rus...� 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 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 MANU F. 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 rvoO o s s I I I s REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES w �o I n /'Tikii7{ REFER TO 5HEET 2AI FOR MAIN FLOOR PLAN NOTES ®JOB NUMBER — ° CAD FILE NAME LT 78 TB ISSUED 08-14-18 REVISED 09-26-18 • rFri 11® all VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY Em • Y O O �I O 150 STA"I'E STREET EAST x 813.925.1300 TEL. 813.925.1800 FAX LID TAMPA •DENVER EST. 1994 N' MMrn ■ N a) . r _j C4 CVO _pro I s� W LC4 t 0 0 6 V) Wtl 4J z r ®JOB NUMBER — ° CAD FILE NAME LT 78 TB ISSUED 08-14-18 REVISED 09-26-18 • rFri 11® all VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY Em • ° SHEETOft AM ZA2• S I S I I f S I I f f Y DAVIS B E�V1TS DESIGN GIiOVP 150 STA"I'E STREET EAST OL,DSMAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER EST. 1994 ° SHEETOft AM ZA2• S I S I I f S I I f f 36" H. CONTINUOUS RAP GRASPABLE 3/4" PLYWD. RAILING RAILING DECKING— FLOOR BEAM fLINE OF 6'-a" MIN. BEAM —'—' SYSTEM / HEAD CLEARANCE 10.00" FLOOR SYSTEM (TYP,) / / 2x 5TRINGERS — 36" H. F RAILING 1 1 I" N051NG (TYP.) LINE OF s I I DOOR IN CI. 2x TREAD5 AND I I FOREGROUND Ix RISERS (TYP.) 1 11 TREAD5 AT 10.00" EACH STAIRSECTION SCALE: I/4" : I'-0" UNDER -STAIR PROTEEGTION ENCLOSED ACCE551BLE SPACE UNDER 5TAIR6 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIpE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (2011) 8302.1 AND 8302.11 STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) + ALL STRINGERS TO BE 2-2x12'7 5YP. + SHALL BE ATTACHED: ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 5IMP50N L5C HANGER. + ee oTRIN AT MA ONRY/GONG. WITHL1// " DTO IIA x 3PTAPCON D SUORTEDSAT 8'"OC`. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JGONC.). ®+ AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.G. 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 GONG.). ATTACH FOOT TO FLOOR: ++ AT GONG. W/ 1/4" DIA. x 3" TAPGONS AT 12" O.G. ++ AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.G. TO TRU55/JOI5T/ OR BLOCKING BELOW, + ie ATTACH STRINGER 11 A TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. LANDINGS ++ J015T5 TO BE 2x8 112 5YP, MIN. AT 16" O.G. ++ IF LANDING INGLUDE5 STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12'7 5YP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. ++ IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 1/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. ++ LEDGER5 TO BE 28 WITH: +++ (4) 0.131 x 3 1/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. +++ 1/4" x 3" TAPGON5 AT 8" O.C. STAGGERED AT MA50NRY/GONGRETE ATTACHMENT. ATTACH + ++ T 5 TO THE SPECIFICATION ITLISD LEDGERS W ITH PABOVE OR MINIMUM SPECS.5UBSTITUTIONSOF50N LU52/o FRO AL OR BETTER CAPACITY ARE ACCEPTABLE. STAIR NOTE5: RAILING BALU5TER5 SHALL BE 5PACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T6 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE 0"r NOT LE65 THAN 1-1/2 NCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAIL5 AND HANQRAIL5 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.BC.R. 6TH EDITION (2011). 2 - 4050 F.G. PD, AT T-8" ABY. 2ND FF. REFER TO SHEET2 FOR UPPER FLOOR PLAN DIMENSIONS 9 FLUSH FRAME TO FURRING BELOW 101 OPEN TO BELOW co � r 'w a,) 11 =l BEDROOM 3 11'-0"x11'-2" 9'-0" FLAT CLG. 3050 5H. PD, AT T-8" 2x 2x4 FRAME FRAME WALL WALL FLUSH FRAME TO FURRING BELOW 42" H. RAILING GLG, 3050 5P. PD. AT T-8" 3050 5H, EGRE55 PD, AT T-8" ID IR, BEDROOM 2 11'-10"x10'-4" 9'-0" FLAT CLC. ID M.G. v L� > x 9' 0" f —36"x22" CLG. I ATTIC I - D_ c0 ACCESS j BATH 2 T T R/5 2-4x6-8 GLG. i 1 R/S Fil 12 ruB/ SHOWER lb�Q� — — — PROVIDE ,IbPJ� I I ./ PAN AND DRAIN �o I UNDER A.H.U. A.H. 24" H. METAL STAND TUB/ 42" H. SHaWER RAILING 9'-011 CLG. BATH 3 9'-011 CLG. Q CPT. TILE 2-46-8 M.G. 77= A-2 ®° BEDROOM 4 ffi 11'-0"XII V-6" 9'-0" FLAT CLG. 3050 SN. HD. AT T-8" EGRES5 I� 61 Q �a REFER TO SHEET 2B FOR UPPER FLOOR PLAN DIMENSIONS LOFT 14'-10"x10'-6" a or 9'-0" FLAT CLC. N G.C. VERIFY ELECTRICAL 20" 24" AND BLOCKING 4aII rem REQUIREMENTS AND WINDOW HEIGHTS FOR PLASMA TV. co � r 'w a,) 11 =l BEDROOM 3 11'-0"x11'-2" 9'-0" FLAT CLG. 3050 5H. PD, AT T-8" 2x 2x4 FRAME FRAME WALL WALL FLUSH FRAME TO FURRING BELOW 42" H. RAILING GLG, 3050 5P. PD. AT T-8" 3050 5H, EGRE55 PD, AT T-8" ID IR, BEDROOM 2 11'-10"x10'-4" 9'-0" FLAT CLC. ID M.G. v L� > x 9' 0" f —36"x22" CLG. I ATTIC I - D_ c0 ACCESS j BATH 2 T T R/5 2-4x6-8 GLG. i 1 R/S Fil 12 ruB/ SHOWER lb�Q� — — — PROVIDE ,IbPJ� I I ./ PAN AND DRAIN �o I UNDER A.H.U. A.H. 24" H. METAL STAND TUB/ 42" H. SHaWER RAILING 9'-011 CLG. BATH 3 9'-011 CLG. Q CPT. TILE 2-46-8 M.G. 77= A-2 ®° BEDROOM 4 ffi 11'-0"XII V-6" 9'-0" FLAT CLG. 3050 SN. HD. AT T-8" EGRES5 I� 61 Q �a REFER TO SHEET 2B FOR UPPER FLOOR PLAN DIMENSIONS ALL "EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER RB.G.R. - 6TH EDITION (2011). Uf=F—=R FLOOR STRUCTURAL L Ec-3 —=N[D ® – PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP60N HTT4 CONNECTORS AT BASE. O9 – PROVIDE (3) 2x8 STUDS W/ (U SIMPSON 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-5TUD5 AT EACH END WITH (2) 5IMP50N M6TA30 STRAPS. II – PROVIDE 2 -PLY 2x12 Na. 2 5YP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)5IMP50N L5TA12 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 (I) 5IMP50N L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 12 5YP W/ 1/2" C5B FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N 1_5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 5IMP50N H2.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAY5 AFTER GROUTING, 1 STRUCTURAL NOTES + ALL LVL'5 TO BE Fb=2550 P51 MIN. + ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. + ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTEEGTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 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 FB.C.B. - 6TH EDITION (2011) 83122 �v�1911�0Bd�I1r mss° Y'0 � a:o- -co \_j: co . ® 00000° °° V TRU55E5 ATTIC; ACCESS DETAIL SCALE: 1/2" = I'-0" TYPICAL WOOD FRAME WINDOW SCHEDULE or WINDOW WIDTHS 20" 24" 3611 4aII rem fA N T WINDOW CALL -OUTS ro= :2' co��o (D 20" u.� I,51a Re. 2010 F.C. 3010 F.C. 401a RG, �^ ZD 0U Z�Q2,1 24" 1020.G. 2020 RG, 3020 RG, 4020 F.G. = J u O 36" 1030 5W 2030 SN 3030 5N 4030 5N Z4011 0 1040 5N 2040 5H 3040 SN 4040 5N Z 60" 1050 514 2050 5N 3050 5N 4050 5H �12" 1060 SN 200 5N 3000 5N 4060 5N (S.G. VERIFY MASONRY OPENING5 FOR ALL WINDOW5, ul w WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ® MANUFACTURE SPEGIFIGATIONS. z + R r�R TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGL' HUNG -54 GA5EMENT- G5MT, OR FIXED GLA55- F.( ALL "EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER RB.G.R. - 6TH EDITION (2011). Uf=F—=R FLOOR STRUCTURAL L Ec-3 —=N[D ® – PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP60N HTT4 CONNECTORS AT BASE. O9 – PROVIDE (3) 2x8 STUDS W/ (U SIMPSON 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-5TUD5 AT EACH END WITH (2) 5IMP50N M6TA30 STRAPS. II – PROVIDE 2 -PLY 2x12 Na. 2 5YP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)5IMP50N L5TA12 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 (I) 5IMP50N L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 12 5YP W/ 1/2" C5B FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N 1_5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 5IMP50N H2.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAY5 AFTER GROUTING, 1 STRUCTURAL NOTES + ALL LVL'5 TO BE Fb=2550 P51 MIN. + ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. + ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS + NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTEEGTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 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 FB.C.B. - 6TH EDITION (2011) 83122 �v�1911�0Bd�I1r mss° Y'0 � a:o- -co \_j: co . ® 00000° °° V TRU55E5 ATTIC; ACCESS DETAIL SCALE: 1/2" = I'-0" •JOB NUMBER — • CAD FILE NAME LT 78 TB ISSUED 08-14-18 REVISED 09-26-18 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • IDEr-J ER- EST. 1994 +�+ oil III all®!® 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 I. 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 x U �o or � �o v� oo� rem fA N T Lm >:t m ro= :2' co��o u.� t :3E 4+ 0 ,� ? �^ 4J 0U Z�Q2,1 •JOB NUMBER — • CAD FILE NAME LT 78 TB ISSUED 08-14-18 REVISED 09-26-18 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • IDEr-J ER- EST. 1994 +�+ oil III all®!® 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 I. 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 S f S s t t ak S f S s t t REFER TO SHEET 2BI FOR UPPER FLOOR PLAN NOTES •JOB NUMBER — • CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 fli Tie III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 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 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 , • T1 TLE • UPPER FLOOR PLAN DIMENSIONS UPPERFLOOR PLAN DIMENSIONS 2B2 GARAGE LEFT I I f I I I I x ro w U ro N J N� now to o JM 0 ) IL • '0 co .0 oroe0 s=�� o I i M r � 4J Z��d •JOB NUMBER — • CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 fli Tie III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 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 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 , • T1 TLE • UPPER FLOOR PLAN DIMENSIONS UPPERFLOOR PLAN DIMENSIONS 2B2 GARAGE LEFT I I f I I I I I'' Yl 11 TYP, OVERHANG AT NIP LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT, / 300 = 0.43 SQ. FT. X144=61 SQ, IN, --_— HALF AT UPPER 2/3 ROOF VENTS = 30,72 SQ. IN. —----------- — # UPPER 2/3 ROOF VENTS REQUIRED = 1 I I yp t �Q HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 232.80 SQ. IN. I 4:12 4:12 1 I i ----------- --------J------------------ I i I , I I I , I , I � I I I I I I ROOF P A III, N SCALE: I/S" = I'-0" 11/2 THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNESS o � OF ALL RAISED TEXTURED FINISH BANDING Q AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT o Q z SPECIFIC KEYNOTE CALL OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 6TH 3/4" EDITION (2011) R103.1.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 014 EDITION (2011) R103.12 AND A5TM G 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 12 �6 SHINGLE 6� 2 ROOF SHINGLE 12 ROOF D 6 PLT. HT. PLT. HT. PLT. HT. ❑ ❑ ❑ STUCCO � FINISH SHINGLE STUCCO ROOF 12 FINIS W/ OPT. r * � 12 SECOND FF. LINE_ _ 4 g' BEDROOM 5 8 SHINGLE ❑6 r _ SECOND FF. LINE ROOF SECOND FF. LIN' T.O.M ONLY T.O.M. - T.O.M. c° /� /� 2'-011 /TEXTURED ■ ■ -TEXTURED FINISH � � � FINISH � MAIN FF. LINE _ _ _ _ _ _ MAIN FF. LINE _ _ _ _ MAIN FF. LINElk- _ GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8" - 1411 SCALE: 3" - 1'-0" PLT. HT. 6 � I SHINGLE ROOF WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.CR - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 6TH EDITION (2011) 83122 a6 T. HT, _ STUCCO � � FINISN7 6' _ SECOND FF. LINE SHINGLE f 4F- 12 4 SECOND FF. LINE T.OM._ _ ROOF TOM, _ cO TEXTURED ■ ■ _ TEXTURED FINISH @ @ / FINISH MAIN FF. LINE _ _ — TEMP. MAIN FF. LINE _ GRADE LINE (ASSUMED) SCALE: I/8" - I'-0" PLT. HT. DECORATIVE FIXED SHUTTER cry r SECOND FF. LINE T.O.M. COACH -� LIGHT TEXTURED -� PIN16H LINTEL GIRDER 6� 12 GIRDER �6 TRU25 ROOF TRUSSES / T.11 UPPER ROOF 12 �6 a6 0 6:12 i 2x6 SUB -FASCIA VENT REQUIREMENTS / (TYPI( AL) GRADE LINE GG, VERIFY GLA52 4" BANDING VENTILATION CALCULATIONS jI INSERT FOR FRONT ATTIC AREA =1274 SQ, FT. / 300 = 4.25 SQ. FT. 6.12 � DOOR. X 144 = 612 SQ. IN. C >>JI'll. I ® N e '0 N HALF AT UPPER 2/3 ROOF VENTS = 305,76 SQ. IN, ( y Lu n # UPPER 2/3 ROOF VENTS REQUIRED = 3 I } N 0.(D "crow>r � +� � I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ, IN. I I I I ACTUAL SOFFIT VENTILATION = 649.90 SQ. IN. I I I I I VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT I * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS I 4Q6:12 I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS "' I OF NET FREE AREA PER VENT. I ti� A I SDDLE �Q -------------- - --- 6:12 � I 6:12 a ---j P I 6:12 w 6:12---r---------- I C1 I I [L i I I GARAGE ROOF VENT REQUIREMENTS 4Q tip i VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 = 1.36 SQ. FT. I I X 144 = 196 SQ, IN, I HALF AT UPPER 2/3 ROOF VENTS = 97,92 SQ, IN, j # UPPER 2/3 ROOF VENTS REQUIRED = 1 _ HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN, AA ROOF P A III, N SCALE: I/S" = I'-0" 11/2 THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNESS o � OF ALL RAISED TEXTURED FINISH BANDING Q AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT o Q z SPECIFIC KEYNOTE CALL OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 6TH 3/4" EDITION (2011) R103.1.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER FB.CR - 014 EDITION (2011) R103.12 AND A5TM G 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 12 �6 SHINGLE 6� 2 ROOF SHINGLE 12 ROOF D 6 PLT. HT. PLT. HT. PLT. HT. ❑ ❑ ❑ STUCCO � FINISH SHINGLE STUCCO ROOF 12 FINIS W/ OPT. r * � 12 SECOND FF. LINE_ _ 4 g' BEDROOM 5 8 SHINGLE ❑6 r _ SECOND FF. LINE ROOF SECOND FF. LIN' T.O.M ONLY T.O.M. - T.O.M. c° /� /� 2'-011 /TEXTURED ■ ■ -TEXTURED FINISH � � � FINISH � MAIN FF. LINE _ _ _ _ _ _ MAIN FF. LINE _ _ _ _ MAIN FF. LINElk- _ GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: I/8" - 1411 SCALE: 3" - 1'-0" PLT. HT. 6 � I SHINGLE ROOF WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.CR - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 6TH EDITION (2011) 83122 a6 T. HT, _ STUCCO � � FINISN7 6' _ SECOND FF. LINE SHINGLE f 4F- 12 4 SECOND FF. LINE T.OM._ _ ROOF TOM, _ cO TEXTURED ■ ■ _ TEXTURED FINISH @ @ / FINISH MAIN FF. LINE _ _ — TEMP. MAIN FF. LINE _ GRADE LINE (ASSUMED) SCALE: I/8" - I'-0" PLT. HT. DECORATIVE FIXED SHUTTER cry r SECOND FF. LINE T.O.M. COACH -� LIGHT TEXTURED -� PIN16H LINTEL GIRDER 6� 12 GIRDER �6 TRU25 ROOF TRUSSES / T.11 AT 24" O.C. (TYPICAL) 12 �6 a6 ALUMINUM OVER CD 12 6 SHINGLE 4" BANDING (TYP.) 1'4° W. x 5'-0" H. DECORATIVE FIXED SHUTTER ROOF G.C. VERIFY 4 ALUMINUM OVER CD 2x6 SUB -FASCIA I� / (TYPI( AL) GRADE LINE STUCCO FINISH 12 6� SHINGLE ROOF 6" BANDING 12 o❑ 12 6� 15TUCCO FINISH r SHINGLE ROOF SCALE: I/8" - I'-0" SHINGLE ROOF PLT. HT. 4" BANDING (TYP.) 1'4° W. x 5'-0" H. DECORATIVE FIXED SHUTTER x cu TEMP. 4 co CD 1z boy I� 9% GRADE LINE GG, VERIFY GLA52 4" BANDING (ASSUMED) 9t�10��xv�, INSERT FOR FRONT r BANDING (TYP.) 1'-0" BANDING MAIN FF. LINEI -] _ _ _ OG GOPYRICxNT 2014, TAYLOR MORRISON ;11 DAVIS SEWS x cu TEMP. 4 co CD 1z boy I� 9% GRADE LINE GG, VERIFY GLA52 4" BANDING (ASSUMED) 9t�10��xv�, INSERT FOR FRONT 0000) DOOR. FRONT ELEVATION PLT. HT. 12 0 6 SHINGLE SECOND F.F. LINE _ ROOF 7 a, T.O.M. /TEXTURED -l'-, FINISH 7 co MAIN FF. LINE - - - - '/SHINGLE ROOF /STUCCO TEMP. -O FIN15H 7 *- SECOND F.F. LINE 1- T.O.N, T- 6" BANDING 4" BANDING TEXTURED FIN15H MAIN FF. LINE -TEXTURED FIN15H10 7 — — — — — — — T GRADE LINE (ASSUMED) ' OL a RIGHT ELEVATION �1�9i9910!!/� DAVIS SEWS x cu DESIGN GROVP co CD 1z boy I� 9% a as ,.a 1�1 .,� �� "//®!g . oaa . a.� 91 1 ISp 9t�10��xv�, _ PLT. HT. SHINGLE ROOF 12 a4 SECOND FF. LINE - T.O.M. _ b- MAIN FF. LINE INCLUDED ELEVATION JOBNUMBER — CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 s DAVIS SEWS x cu DESIGN GROVP 11 U 60 J OLDSMAR, FLORIDA 34677 813.925.1300 T`EL. 813.925.1800 FAX N� TANWA s DENVER. EST. 1994 0000) L C >>JI'll. ® N e '0 N o �, C o u._� } N 0.(D "crow>r � +� Z° JOBNUMBER — CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 s i�� aii rr rrr irr VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 ? PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND 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 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 mom ammmmm C) L.J. 9 2138.1. s s t F s f DAVIS SEWS DESIGN GROVP 11 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 T`EL. 813.925.1800 FAX W W W.DAVLSBEWS.COM TANWA s DENVER. EST. 1994 i�� aii rr rrr irr VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 ? PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND 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 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 mom ammmmm C) L.J. 9 2138.1. s s t F s f Le N OPTION - A BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL UI- ]VIA I tKIAL F'tK VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) E -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 4DFR 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 -`A (ASSEMBLED II WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER / y DO NOT FLASH OVER BOTTOM NAILING FLANGE 2 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 i/ RUBBER MEMBRANE BEYOND 11,I' t CAULK/SEALANT OR SOLDER i BETWEEN PAN FLASHING i AND DECK FLASHING. i EXTERIOR FINISH I i PER BUILDER -7 WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS Jk SPACED EVENLY c@7i 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLAKING AT BALCONY EXTERIOR SHEATHING �F�'yFR FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr 1�41/ BqR 4�1 WEATHER RESISTIVE BARRIER P� e' SILL PLATE4111 (SEE DETAIL B 141P, 2 FOR OPTIONS) -CORNER PATCH 0 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 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 FLASKING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING V BUILDING WR FLASHING. STUCCO STOF WATERPROOF FLOOR TRUSS SEE STRUCTU CONNECTORS FLOOR TRUSS SEE STRUCTU 8' CMU BLOCK SEE STRUCTUI KTERIOR FINISH =R BUILDER 2OVIDE FLASHING )OT AT POSTS 4TERPROOFMEMBRANE _OOR SHEATHING ASHING. 8 TRIM BOARD UCCO "J" MOLD IEATHING XTURED CEMENT ASTER 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 8702.7 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 APPLIIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THEUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY�WITH HAMA 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 HALL 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 FARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712 FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS',. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. rCADNUMBER 27002.000 • FILE NAME FL ED 01-05-18 REVISED o x ro U r O 150 STATE STREET EAST J co rn 813 .925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 w� L °pLL 0 V U .0 I� mm `_14p_j� 0 FL N � M;: N� 41 00 z"120 rCADNUMBER 27002.000 • FILE NAME FL ED 01-05-18 REVISED _ _ _ _ _ _ _ _ _ Y 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 • DENVER EST. 1994 w� _ _ _ _ _ _ _ _ _ SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL COMPATIBILITY tO SELF -ADHERED FLASHING ° ° DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING 6.. � 77777 I DIVERTER FLASHING M�Ns DRIP EDGE FASCIA SELF -ADHERED FLASHING \NGE FIGURE 1: FLASHING INSTALLATION DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING S�UBF�LO�OR ® RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm :30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO y DAVIS BEWS MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE MANUFACTURES INSTALL SELF ADHERED ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB &HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING � LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE BEAUTY STRIP ROOF SHINGLE OVER WEATHER PROOF CAULKING DETAIL WP01) SCORED RELEASE PAPER 1. SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE O aLL EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD o� CO EE DETAIL WP02)\ � O SELF -ADHERED FLASHING � M SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" FLASHING PER y DAVIS BEWS XTURED, PAINTED MANUFACTURES r LO -1 0 rEX�TER.WALL FINISH SPECIFICATIONS ROOF CRICKET: , Jri0) W W W.DAVISBEWS.COM MIN: 3:12 SLOPE LASTER STOP CRICKET AS SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER TEXTURED, PAINTED EXTERIOR WALL FINISH <'• a >°• ''°� �"�� HOLD EXTERIOR FINISH 2" ABOVE yc °' ROOF FLASHING CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE ri noulnin 12" PLAN C'S. GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FIGURE 3: CORNER DETAIL FLASHING W/ TE CONT. GALV. "L' FLASHING PER MANUFACTURE; SPECIFICATION: OVER ROOF ROOF MATERIAL PER SHINGLES W/ TP ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF 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 HING DETAILS FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT 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 R00F DE�� 9 METAL DRIP EDGE TO T ,Q� syr cl BE UNDER y ti UNDERLAYMENTAT ROOF EAVES QST o✓O/��'�'C ll �Q box - O �F �OROO O UNo�R�YM�N� �gTtiTO • 5�� G�URn N ce��se 3RD c2 oao�Rs� �o�SE 1ST , RAKE METAL DRIP EDGE 22 0 TO BE OVER 6' EAVES UNDERLAYMENT AT 14" 2 GABLE ENDS FIRST STARTER SHINGLE 7' EXTEND THE SHINGLES OVER SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE NOTE: THE BUILU11d� rtArr—m Hlvu METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. WEEP SCREED DETAIL SCALE: NOT TO SCALE I )UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 /2" CEMENTITIOUS )ECORATIVE FINISH ALL INSIDE AND DUTSIDE CORNER VVILL NEED TO BE U11TER CUT AND -AULKED ALL BUTT JOINTS NEED TO BE MBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL /2" CEMENT PLASTER =1NISH ? 1/2" PERFORATED -LANGE 1/2" WEEP SCREED ySTALL BOTTOM EDGE OF VEEP SCREED 1" BELOW INISH FLOOR SELF -ADHERED - FLASHING PATCH ADHERED FLASHING S H I NG"' DETAILS JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REMISED x ro w y DAVIS BEWS DESIGN GROVP r LO -1 0 150 STATE ST -= FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL , Jri0) W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 2rn�m r N 1. L O aLL U h o� CO � Lo0� Zcsl501 JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REMISED s s s s s s y DAVIS BEWS DESIGN GROVP 150 STATE ST -= FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 s s s s s s U DOUBLE BULB ■ ■------------------ ®■ FLOODLIGHT ■ ■ W/ MOTION /> I `Of �\(i/r----1 ROUGH-IN � FOR OPT. W.P. ( GF.I. FANLIGHT I GF.1. I L — _ — ■ ■ \ ■ ■ ■ ■ ■ A/C \\ � 3 pIGCONN. SD SD OWNER'S SUITE WALL MOUNT e / AT 6-S" �\ `� \ ■ G.C. VERIFY ELECTRICAL / ROUGH -IN REQUIIREMENTS AND LIVING ROOM FOR OPT. HEIGHTS FOR PLASMA Tv. / �/ �% FAN/LIGHT \ G.C. VERIFY ELECTRICAL AND BLOCKING J REQUIREMENTS AND \ UP TO HEIGHTS FOR PLASMA TV. Q' / FAN/ LIGHT ■1 ■ UP TO GF I CAN LIGHTS 1 — HORIZ. OWNER'S BATH MAKE-UP ■JI LIGHTS o PENDANT (VERIFY I / LOCATION) 11 6'-0" W.P. (VERIFY) �H _ DINING ROOM UP TO ■I IGOTI o G.C. VERIFY: LOCATION _ _Q' GF.I. _ — o — PIT 220Y. J OF DISPOSAL G.F.I. —(— — — — — — OUTLET IS UNDER SINK ■ I O DI P. \GF.I. — CABINET LAUN. ■ GF.I / SD CM MICROWAVE— OUTLET / \ HORIZ. F P 22o KITCHEN PANEL LIGHTS VENT HOOD AND ■ ) \ \ ■ MICRO TO EXTERIOR OQ�' / ` PENDANT \ \\ \ (VERIFY \ k \LOCATION) HALF BATH GF.I. GF.I. / \ GF.I. ■ GF.I. . PORCH AT 48 3 3 G.F.I. 0 AT 48" LIGHT AND SWITCH IN ATTIC PUSHBUTTON FOR F _ �:�') GD. OPENER WP L------ \ ■ 2 CAR GARAGE/ I 150 AMP, G.F.I. FIXTURE I ELEC. ELEC. METER PANEL CLG. GF.I. OUTLET 0 FOR GD. OPENER I WP. GF.I.FOR ® r--------------- -----� T.U.G. SERVICE I AT IRRIG. I I ATT 4811 G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED COACH LIGHT COACH LIGHT ELECTRICAL �T' K)= DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET I 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 FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ip• EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) cM CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) k< TELEPHONE (OPTIONAL) M, TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) <\U, ROUGH -IN FOR OPT. CEILING FAN v J c, CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEV1510N...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, GUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLEG'PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE ANDIUTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.P. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA, 10, N.E.C. 2014, F.B.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSE$. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING' WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LILTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT (METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND O SERVICE BY 0 r0 N POWER COMPANY J (e 4/0 ALU. CABLE A/C DISC. TYP--------- 24 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 10 COPPER TO WATER HEATER 08 COPPER TO RANGE $4 COPPER TO 5/VI GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL i ! A NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODE$, AND THE LOCAL POWER COMPANY. BJOB NUMBER CAD FILE NAME L T 78 TB ISSUED 08-14-18 REMISED 09-26-18 B i s t f S t I S I 3 a O X 0 r0 N J (e N' po(�� ■■ N m r c h 'E�� Co _oro �� N ° BJOB NUMBER CAD FILE NAME L T 78 TB ISSUED 08-14-18 REMISED 09-26-18 B i s t f S t I S I 3 ELECTRICAL KPS K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET <\ / HALF -SWITCHED DUPLEX OUTLET ROUGH IN SPECIAL PURP05E OUTLET FOR OPT. {$D I J FAN/LIGHT DUPLEX OUTLET IN FLOOR / 220 VOLT OUTLET i ROUGH IN � WALL SWITCH �`--� BEDROOM 2 FOR OPT. , , FANLIGHT 3 THREE-WAY SWITCH �! SD 14 FOUR-WAY SWITCH Ip DIMMER SWITCH ' SD HORIZ:— i. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE DOWN TO MAKE-UP SWITCHES cM LIGHTS WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE jQ' I (c. LIGHT FIXTURE WITH PULL CHAIN DOWN To Q M / L — BATH 2 T LIGHT SWITCH M LIGHT AN TRACK L G SWITCH FLUORESCENT LIGHT FIXTURE IN ATTIC EXHAUST FAN �'0) i EXHAUST FANLIGHT COMBINATION FLOOR OUTLET `� WF' '-' nD ELECTRIC DOOR OPERATOR (OPTIONAL) (VERIFY LOCATION) \ - ; \ ® CHIMES (OPTIONAL) ROUGH -IN- 1 A,H, FOR opt DISCp PUSHBUTTON SWITCH (OPTIONAL) . � FANLIGHT o I I CARBON MONOXIDE DETECTOR LOFT i WALL) ( so SMOKE DETECTOR (ARC -FAULT) o ® T. MN - SMOKE / CARBON MONO. COMBO DETECTOR (ARG -FAULT) </ o I TELEPHONE (OPTIONAL) G.C. VERIFY ELECTRICAL I W.P. , 0 TELEVISION (OPTIONAL) AND BLOCKING \ �' Q THERMOSTAT REQUIREMENTS AND n HEIGHTS FOR PLASMA TV. - Cp ELECTRIC METER DOUdd TO -- ELECTRIC PANEL SWITCH DISCONNECT SWITCH GF.I. FANLIGHT ® SPEAKER (OPTIONAL) SD �U7 ROUGH -IN FOR OPT. CEILING FAN BATH 3 `' J / M _ HORIZ. c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP L J ROUGH -IN FOR OPT. CEILING FAN HT5 NOTES - ROUGH -IN I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 (GF.I.) AS INDICATED FOR OPT. so CM GF.I. ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE sD FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: BEDROOM 3 I SWITGHES.... 42" OUTLET$ ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOF�) TELEVISION... 14" I ROUGH -IN � /i 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN �LEGTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE FORLIGHT AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER BEDROOM 4 N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, NE.C. 2014, F.B.CRR. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, ( ODE5, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0581L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM U5ED FOR SLEEPING PURPOSES. 8. ALAR15 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION 6MOKE/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I -------------------------- ( I i GARAGE LEFT e r JOB NUMBER - CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 • i B i TI TLE • UPPER FLOOR ELECTRICAL PLAN I I f I t t a x T- 0L0 U N' h rn ON�() �'tj04 0 L° T h co, -0> 0 ro C 0 EO LL rn �ydN O0' ilA (tlh 4J Z'��v e r JOB NUMBER - CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 • i B i TI TLE • UPPER FLOOR ELECTRICAL PLAN I I f I t t I fflml pSi7�7ei�ei�� FOR �`��1111l1f1/JJ o�°� '411 0 1 fYs Z m % 'z r Oi O FRAMING FASTENER CAPACITY LEGEND z I 51MP50N MT5MI6, 20 - (1)10d w/ (4)1/4" x 2 1/4" TITEN (TYP. II SIMPSON NGT -3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)10d FRAME TO MASONRY) EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 'r� �'•�.,, , • 2 SIMPSON METAIS 40 (8110d x I i/2" (TYP. FRAME TO MASONRY) 6IMP60N 5ET-XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) �jjel J '� i 12 5IMP50N HIDA - (1a) 101 X 11/2" (TYP. 5YP FRAME) !/ m ! i SIMPSON MSTAM24 - (9)10d wl (5)1/4" x 2 1/4" TITEN (TYP. FRAME TO MASONRY) 13 51MP50N MT512 - (14) l0y 1 1/2" (TYP. 5YP FRAME TO FRAME 61MP60N LTT206 - (10)-10d + 112" x 10" A.B (TYP. FRAME TO ALL-AROUND) MA5/FRM ALL-AROUND) 14 SIMPSON L6TA18 - (14) If d (TYP. FRAME TO FRAME) O SIMPSON HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) 15 51MP50N HT520 - (24)14d 11/2" or (20)10d (TYP. 5YP FRAME TO 51MP50N NTT4 - (U 5/8" dia. A.B. + I0 -16d BOLT IN 51MP50N FRAME ALL-AROUND) SET -XP EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE (TYP. I� 51MP50N 1-6TA30 - (22) �0d (TYP. FRAME TO FRAME ALL-AROUND) 5YP FRAME TO CONCRETE) SIMPSON NTT4 - (1) 5/8" DIA, ATR + (16)16D. EMBED A.B. INTO MA50NRY K0. BLOCK 1" (MIN) INTO MA50NRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP. SYP FRAME TO MASONRY) 51MP60N NTT4 - (U 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) INTO MA50NRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP. 5YP FRAME TO MASONRY) O 51MP50N MGT - (U 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO MA60NRY K.O. BLOCK WITH 51MP50N SET -XP EPDXY. (TYP 2 -PLY TRUSS HEEL TO MASONRY) 51MP60N LGT3.5D5 2.5 (12)1/4" x 3" 6D6 AND (4) 3/8" x 5" TITEN HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. FOR 3 -PLY TRU55 HEEL MASONRY) ® 6IMP50N M5TAM 36 - (4)1/4" x 21/4" TITEN TO BLOCK AND 1-10d TO FRAME 9 51MP50N HTT5KT - l U 5/8" DIA. A,B.+ 26-5D 10" x 2 1/2" BOLT IN O 61MP50N 5ET-XP EPDXY. EMBED A.13.5" (MIN) INTO CONCRETE (TYP 6YP FRAME TO CONCRETE) 10 61MP50N HGT-2 (2 ply member) -(2) 3/4" DIA. A.B. + 16-10d EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP60N 5ET-XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) I� (2) SIMPSON MT518 - (14� 10d 11/2' AT EA. STRAP (TYP. 5YP FRAME TO FRAME) Ig (2) 51MP30N HT320 - (2 )10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) (j§) 51MP50N 5T6224 - (28)1; d (TYP. FRAME TO FRAME ALL-AROUND) 2® (3) 51MP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME TO FRAME) 21 (4) SIMPSON HT520 (2¢)10d 1112" AT EA. STRAP (TYP. 5YP FRAME TO FRAME ALL-AROUND 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES 2�r 61MP50N HT611I6 - (8) I0d x 1 1/2'1 w/ (4)1/4" x 2 1/4" TITEN 2 (TYP. 5YP FRAME TO MASONRY ALS. -AROUND) 25 SIMPSON M5TCM40 W/ (1'14)-16d 51NKER5 AND (10)1/4" x 2 1/4" TITEN 2 SCREWS 26 51MP50N M5TCM60 Wl (�O)-16d SINKERS AND (14)11411 x 2 1/4" TITEN 2 SCREWS NOTES: TRUSSES ARE SHOWN AS, f ROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING:AYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAJ VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C -C-2011), AND ARE PROVIDED FOR REFERENCE. SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC' IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPO5E5 ONLY, TRU55 MANUF, CTURER TO PROVIDE 5EPARATE LAYOUT AND TRU66 COMPONENT DESIGN SIGNED AND 5EALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 DFHIGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S IN67RUCTION5 MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED ®TNERUIR ALL ONE STORY MASONRY TD �RUSS CONNECTION5 TO BE 51MP50N META20 (AT EACH TRUSS) W/ (8)10d x 1-1/2" (UN.O.) ALL TWO STORY MA50NRY TO TRUSS CONNECTIONS TO BE 51MP60N HETA20 (32" O.C. MAX.) W/ (9)10d x 1-1/2" (315EE STRUCTURAL 5HEET5 FOR ADDITIONAL STRAPPING REQUIRED,) (UN.O.) 3. ALL FRAME TO TRU65 CONNECTIONS TO BE SIMPSON HIDA W/ (1a) 10d x 1-1/2" OR 3IMP50N 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 51MP30N 1`15TCM60 MAY BE SUBSTITUTED FOR ANY NTT4 CALLOUT WHERE THE M5T(;M60 CAN BE INSTALLED PER MANUFACTURER'5 6PECIFICATION5 FOR FULL CAPACITY SFEGIRCATION FOR L-EE)GERS (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT 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 5I5TERED 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 W1 (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (14° 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 516TERED 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 W1 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ 5IMF50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT UJ/ (4) SIMFSON SD6259p00 SCREW5 AT EA. STUD 0611 O.G. MAX.) UJ/ 6IMF50N HU/HUC28 AT FACE ATTACHMENT OR HTS10 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W1 5/0" DIA. x 8" A.B. AT 12" O.G. STAGGERED UJ/ SIMI50N H4 MIN, OR EQUAL AT TOP CHORD BEARING OR SIMPSON PU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W1 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 SISTERED TO THE WALL IS NOT AN A(pCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 UJ/ (4) SIMPSON 5DS25,600 5CREWS AT EA. STUD 0,611 O.C. MAX.) W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT616 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR 1)HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 10191Q •JOB NUMBER - CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 O i ra� DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92.5 - 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS-COM TAMPA • DENVER s� EST. 1994 rti� all i'9 all ®®i VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND 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 now LJLJ ' TITLE ' TRUSS STRAPPING PLANS I I I I S S I • • ® • x 2 U r0 (\ Nh N`�,ry,y�� rn ®rtte N (D , YI >:�JC\j LN 5 LL 1� cli0/�► 'C'� h a� p0 o:� 0 s I � � � N 4� O .r I0 U) � h Z r d' •JOB NUMBER - CAD FILE NAME L T 78 TB ISSUED 08-14-18 REVISED 09-26-18 O i ra� DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92.5 - 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS-COM TAMPA • DENVER s� EST. 1994 rti� all i'9 all ®®i VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND 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 now LJLJ ' TITLE ' TRUSS STRAPPING PLANS I I I I S S I CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE l/S" STUCCO OVER 1116" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CHEDULE5 (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SPALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL NAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CPANGE5 MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. + ALL PRE -ENG INEERED 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 TPIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS �D THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SPALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE PAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLESS NOTED OTPERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD GASES, 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 PEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFIGATION5 IN ANY OTHER PART OR PORTION OF THE PLAN 5ET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RE515TANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SPALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT PAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WIT14STAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED PLAN +• BY THE NOT; =: ;: NOT: GIDR S EORECORD 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 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTAGHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SPALL APPLY WPERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR UN -0. •• 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 SPALL 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 TRU55 PAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION (0) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "515TERED" 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 5IMP60N 5D525Co00 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH -1/18" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SPEATHING 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 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TEF-ED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (G) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. TH15 ATTACHMENT SPALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALL5 THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACPED 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 MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR TPE5E LOADS, IT 15 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 DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEIL ING5 TO BE 7/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • 8904.5.1 NAILS: •• NAIL5 SHALL BECORROSION-RESISTANT NAL15 CONFORMING TO ASTM Fboro OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECPANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR GORRO510N RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30# FELT (OR PEAL 4 5TICK) INSTALLED PER MANUFACTURE SPECS . FBCR 905.1.1 + TILE UNDERL AYMENT: PEAL 4 5TICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASPING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 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" SIMPSON TITEN HD ANCHORS @ 24" O.G. W/ 4" LAP ONTO BRIGK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG 5CREW5 @ 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS PAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. 1. CODES 4 REFERENCES: 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/ASCE 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 -i). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. I.Q. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION. 1,71. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION. La. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD i 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: 2.4.1. 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 15 THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING 15 AS PER 2.4.1, STANDARD CEILING FINISH 15 5/8" OR LESS GYPSUM MATERIAL. NON=STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHIANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA, 3. 501L.- 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 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 PRESSURE OF 2000 PSF. 3.3, IT 15 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 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 00 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 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/A5CE o/TMS (02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON/ VIRGINIA: EXCEPT A5 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 15 NOT APPLICABLE. 5.2.0. GROUT SHALL COMPLY WITH ASTM C4-10. 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 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED A5 SPECIFIED ON PLAN SET. 5.3.5. 5TAINL E55 STEEL 15 NOT APPLICABLE, 5.36. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1 CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.0. 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. PIPE5 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. W14EN 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/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8')' AND 'MICHIGAN CONTROL JOINT'. 0. WOOD FRAMING: 0.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 0.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 0.3. FRAMING WALL5 4 COLUMNS (03.1, MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED a) BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERW15E. 0.3.2. ALL TRU65 BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. (0.3.3, INTERIOR LOAD BEARING WALL STUD5 TO BE SPACED a) 10" 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 02 GRADE U.N.O. 0.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 0.3.0. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-O �@ MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS �@ 4'-0 O.G. MIN, 0.3.1. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACK5 NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 0.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD, Q.S. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A GGA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. Q 0. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (5EE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6 110, 1. ROOF SHEATHING: SHINGLE OR METAL, -1/10" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. (o.&. 2. WALL: -(/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.0.3. 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 REQUIREMENTS.. 0.1 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 51MP50N STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRE5CR15ED BY THE MANUFACTURER. 0.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM 51-=1ALL BE INSTALLED PER BCCI 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. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/10" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2'" DIA. x 10" A.B. 'a 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD525000 'a 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 51MP5ON HT511& OR TO BLOCKING ABOVE '@ 24" O.G. AS PER DETAIL 'F'/S2. BLOCKNG DEPINEE) (THE FOLLOWING 514ALL APPLY U.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED A5 A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • 5LOGKIN6 SHALL BE 2X4 #2 SYP, U.N.O. • BLOGKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE �TUO5 AT EITHER END, U.N.O. • BLOGKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATIC N A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOGKING WITHIN A FLOOR TRU55 WEB SPACE IS TO BE ORIENTED THE 5AvfE A5 THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, 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. • BLOGKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB GOMPON�NTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECESSARY TO FACILITATE THE ITEM FOR WHICH 5LOGKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID 5PAGE BETWEEN THE POTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS �NORKJ FOR TRANSFERRING UPPER POINT LOADS (I.E. - 5TUD PACKS) TO LOWER COMPONENTS SHALL BE IN5TALLEDi IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDIPULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND /,ALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHIN6 JOINTS MUST FOLLOW THE HIP OR VALLEY ANDI SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOGKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. i SPECIFICATION FOP, BUG< ATTACHMENT (THE FOLLOWING SHALL APPLY UN.O.) o IF Ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS ,@ 12" O.C. w/ MAX. (o" FROM END OF BUCK (TYR ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING SHAAPPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (oTH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA RE, - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. 5PECIFI(�ATION FOR ANCHOR BOLTS • ALL 1/2" DIA. A.B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6 • ALL 1/2" DIA. A.B. INTO THIZ 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. SPECIFICATION FOR THOSE DEVICES MUST ACCOMPANY THh',,`e ;! NOTATION TO USE 5AME.� �� pptl m�` is Yp r � p A SPEC, IF--IGATION POP, LANDINGS 4 STAIR GO, 5TRUGTION a� (THE FOLLOWING SHALL APPLY U.N.O.) %p • ALL STRINGERS TO BE 2-2X12 #2 5YP. ®r,, % tlptl� • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (lo" O.G. MAX) of 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 CONG.). ATTACH FOOT TO FLOOR: •• Q CONC, W/ 4" DIA. X 3" TAPCON5 ,@ 12" O.C. •+ Q WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.G. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• JOISTS TO BE 2X8 #2 5YP, MIN. �@ IG " O.G. +• IF LANDING INGLUDE5 STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT 5TUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.11X32" R.S. END NAILS AT EACH LANDING J015T, 8 (2) 0.131 X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PL ATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT Io" O.G. MAX. ••• 4" X 3" TAPCONS 8" O.C. STAGGERED Q MASONRY/CONCRETE ATTACHMENT. +• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LUS26 HANGERS OR EQUAL. o THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS, 5UB5TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SY5TEM5 MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE 8301.5 4 SECTION 8312, GONFI ICT5 (THE FOLLOWING SHALL ,APPLY U.N.O.) • REGARDLE55 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 15 PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DI5C1 AIMER (THE FOLLOWING SPPLY U.N.O.) GONTRAGTOR 15 TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISGREPANGIE5 TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LL G, OR ANY GON5TRUGTION EXEGUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPEGIFIGATION5 AGGOMPANY THESE PLANS, THEY SHOULD BE READ GAREFULLY FOR ADDITIONAL GONDITION5. ULTIMATE WIND SPEED (Vult) NOMINAL WIND SPEED (Volt) 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 SOFT + 28.6 /-117.1 PSF © 20 SQFT + 26.5/- 109.1 PSF * 50 SOFT + 22.3 /- 99.4 PSF * 100 SOFT +20.2/-91.8 PSF WALL © 10 SOFT @ 20 SOFT * 50 SOFT @ 100 SOFT © 500 SOFT GARAGE DOOR ENGINEERING, LLC, SHALL AUTOMATICALLY 8' WIDTH HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED 10' WIDTH 5PEGIFISATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY 12' WIDTH REVISIONS BY 16'+ WIDTH +49.7/-66.7 PSF +46.3/-62.3 PSF + 44.6 /- 56.9 PSF + 42.1 /- 55.2 PSF + 37.1 /- 41.3 PSF + 44.3 /- 49.4 PSF +4,3.6/-48.9 PSF +42.9/-48.3 PSF +42.0/-A-/.5 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANOE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLS, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFISATIONS 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 z LU z �0 ?Oo ¢viQ W w0 O m W E F Do ZO Q a �O=o LLJ d oO�xa W~ate Wgz>� V w O z zo1-1 ° »uaz W N W Z O J W Z (D Y rt =Zzz o2zi2z V) m 4* V) _j F¢oo z'WI o=c9 m Ow W 4* N H F(9Ujir =t am 0 0 W �o�o W�o�a~ U U= O zwzzs° C] vww v (Jz_¢I- n LLJ cc u- = V 0 z w v) v) wc7zw� .I mazzLU 25 ,C or Q J F uwccLw LLl = om 2w�LL V) � o a Li Um ® ®a m LU Ln w �m InmN Q '* U) CIO J �0 LU W F-® 00 M W N vi z_ W 0 It 0 ZILL Q w z ?- 0 ® � Q U 0000 V Q LL x Uj gvi c-° I` IES Q �O f�i /tJ �✓V ippp \\jam '.669 .0 L � . 1� LL LLM Ar IL LLI DATE SCALE NOTED DRAWN MK/PDK JOB - eet content: Structural NOte5 Sheet number: 1 142-21.5 s S S i I f PRE- ENGINEERED WOOD 12 TRUSSES o 24" O/C (TYP) 5EE ELFY UPLIFT CONNECTOR (SEE TRU65 SHEET FOR SCHEDULE) SIMPSON 5P2 @ EA.5TUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" .. S.P.F. TOP PLATE a� GRADE 40 GRADE �?o BAR 512E BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE '\ 11,411 ENGINEERING, LLC, OR ANY CONSTRUCTION I' °: ENGINEERING, LLC SHALL AUTOMATICALLY Iq 11 C11 DI' (I10 a3 1 4B 1/2 l'I 4 \ \ 41/2 9 /4 REVISIONS 04 21/2 6 91/2 20 3" 4. 121/2 21 15 3 1/8 .. 1`1:3-1/2 .. I a ° 25 I � d d n y a &.ln45 33/4 9 I l ° 30 4 1/2" 9 10 1/2 35 19 4 3/8 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 10.5 213/4 53 L 10" MIN. _ 4 — K.O. CMU BOND — — BEAM EMBED AGI STD. NOOK IN BOND BM. 15 BAR VERTICAL WALL REINF. 4" GROUT CELLS SOLID SEE PLAN FOR LOCATIONS #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. I CLEAN OUT EMBED AGI0'-0" FINISHED STD, NOOK IN FLOOR 2X4 PT STUD5 � 16" O.G. ORFOOTING ll>2X4 PT STUD 24" O.C. GRIGKET AS d FOOTING SEE FOUNDATION UNDER COMMON TRUS5 W/(2) REQUIRE® 2X4PT 5TUD5 UNDER HIP CARRIER/GIRDER TRUSS -=-- SIMPSON SPI EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B.24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) 51MP50N META20 � EA.5TUD MOISTURE BARRIER S"X8°X16° K.O. BLOCK W/1 #5 CON . 4 (1)15 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ 5TD. 90° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: 'AT 2x6 WALL5 USE SPH6 CONNEGTO SIN LIEU O'" REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORGINGz STEEL (NG1HE5) GRADE 40 GRADE �?o BAR 512E BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, 11,411 ENGINEERING, LLC, OR ANY CONSTRUCTION I' 11D1' ENGINEERING, LLC SHALL AUTOMATICALLY B 11 11 C11 DI' (I10 a3 11/8 4B 1/2 l'I REVISIONS 21IA 4" 41/2 9 /4 REVISIONS 04 21/2 6 91/2 20 3" 6 121/2 21 15 3 1/8 1.5 11 3/4 25 3 3/4" 1.5 15 1/2 26 #6 33/4 9 14 30 4 1/2" 9 10 1/2 35 19 4 3/8 10.51 16 1/2 35 5 1/4" 10.5 213/4 53 ,8 - - w�. �kao =� Q - S" 12 24 3/4 14 n U M .�' ® M Masi -1 9" 13.5 28 95 rd PLAN FOR SIZES 4 MORE INFO. r-L--�Mason.ry Wall Reinforced Cell Detail $-� SCALE: NTS 10" MIN. a 8x8 K.O. CUM BOND BEAM w/ 1- 05 BAR CONT. PRE-ENGINEERED GONG. LINTEL -- --- ----- w/ 1- 05 BAR CONT. INTERIOR LOAD 5PP4 CONNECTORS SHOWN. F Kneewall Above Masonrywall Detail NOT FOR USE IN THE NVIHZ IDADE, BROUJARDi 5tp NOCK) IN #5 BAR VERTICAL WALL REINF. (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PP8 S 1 SCALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF FORT LOCATIONS TRUSS TOP PLATE SPH4 CONNECTORS SHOWN. BRC. TRU55 BRC. FOR WALLS LARGER THAN , Rebar La , Embedment & Hook Schedule SEE PLAN SEE PLAN 2X8, USE 6IMP60N SP15 ON S 1 SCALE: NTS EACH SIDE OF STUD TO"J" BOLT W/ NUT 4 WASHER (REFER TO NOTE: BOTTOM PLATE 4 51MPSON DOOR MANUFACTURERS INSTALLATION HATCHING LEGENI) REGARDLESS SP2'S ON EACH SIDE OF # r INSTRUCTIONS FOR SPACING 4 SIZE) r #5 DOWELS 5EE PLAN FOR STUD BEARING OF PATCHING FASTEN EA. STUD STUD TO TOP PLATES. 5 VERT. WALL NOTE. r REINF. GROUT AT 2x6 WALL5 USE 5PH6 LOCATION LAP 25 MIN, WALL SHOWN ON TO TOP PLATE w/ U.N.O. r 2xo P.T. JAMB INTERIOR LOAD (SEE PLAN FOR PL AN5, WAL L5 SIMPSON 5PH4 w/ CELLS SOLID UPLIFT CONNECTOR —�_ CONNECTORS IN LIEU OF EMBED ACI n SIZE) SYP 2x4 MIN. THAT SUPPORT 12 -led NAILS SEE TRUSS 5PEET FOR s STD. POO K IN BEARING WALL � r NOTE: IEEE TRUSS SHEET SPP4 GONNEGTORS SHOWN. I CLEAN OUT (W/O UPLIFT) STUDS 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING a FOR SGPEDULE) AT 2x8 WALLS USE 5PH8 FOOTING U.N.O. EITHER 0 COLUMNS a NOTWITHSTANDING MANUFACTURER'5 CONNECTORS IN LIEU OF 0'-0" FINISHED DIRECTLY OR SPECIFICATIONS, JAMB SPALL BE 2xo 6PP4 CONNECTORS SHOWN. STUD BEARING WALL (5EE MIN. 4 SHALL BE ATTACHED TO THE 7 FLOOR INDIRECTLY GARAGE TO DBL. TOP PLATE 11J SIMPSON SPN4 W/(12) led FOR WALLS LARGER THAN P ° FOOTING SEE FOUNDATION PLAN HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2 DIA. x 8 COMMON NAIL 5 EA. STUD 2x8, USE 51MP50N SP1 S ON GARAGE TO ARE TO BE _ STUD5 e 16" O/C U.N.O. A.B. AT 24" O.C. STARTING 9" MAX. d•" d FOR S ZE5 4 MORE INFO. " BUILT AS INSULATE PER 1/2" GYP. BOARD EACH SIDE OF STUD TO d °, TI DIA. x 8 DOUSE WALLS, TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WA5PER5 1/2 GYP. BOARD GALCS/SPECS I/2 DIA, x 8 TITEN PD 24 BOTTOM PLATE 4 SIMPSON I TITEN HD 48" INSULATE PER BEARING WALL FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK O.G. FOR A MAX. UPLIFT Or r 5P2 5 ON EACH SIDE Or �.. f O.C. MAX (SEE GALG5/SPECS W/UPLIFT SPECS. ATTAGHMENT5 TO THE JAMB ARE BY 2X S.Y.P. STUDS 16"O.C. FOUNDATION (IJ SIMPSON SPH4 1500 LBS. ON EACH TRUSS U.N.O. STUD TO TOP PLATES. (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. U.N.O." 1 PLAN FOR w/ 12-106 NAIL5 EA. TRU55 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS e 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP Gara e Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.)CENTERED ON WALL. CALC5./5PEC5. N MaS®nr Column Lanai/Entr Detail EXGEPTIO 5) NEEDED ONLY OR EXCEPTIONS) G PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S-1 SCALE: NTS CONTRDOOR OANL. u MANUFACTURER SPALL (REFERALL THICKNESS) PLR PLN FOR CONT. 2X PT SOLE PLATE S-1 SCALE: NTS 0'-O" _ 4 m . 4 ,. 4 q 0'-0" D8L 5YP TOP PLATE (U 51MP50N 5PH4 W/(12) 106 # �qe' - - 4"GONG. SLAB. 5EE COMMON NAILS EA. STUD z 5 BAR TRANSITION �� FOOTING SEE (—I , FOOTING SEE FOR WOOD FRAME WALL TO q %��-STEEL AGI STD.•'••° •'' rOUND. PLAN FOR I... - r I_ - N -' K.O. GMU BONE) P: HOOK (TYP) b FOUNDATION PLAN FOR - FOUNDATION PL AN MASONRY ATTACHMENTS THAT MORE INFO. OCCUR A LINTEL USE 1/2 x 6 ELEV O -O TOP OF SLAB fx ,�u III I r —III—III e q o BEAM v' .N SIZES 4 MORE INFO. FOR SIZES 4 MORE 5P4 � TOP <. • -• " S a � INFO. THREADED ROD SET IN . -Z s Load rn Interior Stud Part. Detail B Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. 5 S-� SCALE: NTS n � , °e S-1 )With Ilft u �9 5EE FOUND. PLAN ® • i Without Uplift SCALE: NTS p 2 X 5.Y.P. STUD5 16 O.C. - U.N.O. W FOOTING SEE a. ' VERT. WALL REINr, >.. .�> A BEARING LU FOUNDATION PLAN FOR �'>�� 'd LOAD BE R NG OR SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. . �/ SHINGLE /TILE ROOF -SEE ELEVATION EXTERIOR WALL 2 X STUD (95io MODIFIED PROCTOR PER ASTM p1557) #5 BAR TRANSITION �91i� PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL AGI STD, PER MANUFACTURERS SPECIFICATIONS. SEE TRUSS 24 O.C. HOOK (TYP) (TYP) 10" x I/2" DIA. "J„ 8 C. M. U. � Cara e wall SE'CtIOn Srn wall CONTRACTOR TO PROVIDE MANUF. � ELEV. DOCUMENTATION TO INSPECTOR @ TIME OF R-38 INSULATION OR PER ENERGY GALG5. BOLTS 4 WASHERS 1" X P.T.STUD S 1 w/ Uplift SCALE: NTS Ar• INSPECTION. IF SHINGLE 15 USED, 2'-0" O.G. (MAX) #5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.1.1 TRUS5 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6° FLooR P MaS®nr Transition Detail n BRNG WALL TITEN HD TRU55 (4) 106 NAILS INTO S-) SCALE: NTS YYYELEVATION VARIES < BRG DBL TOP PLATE TOP OF MASONRY TITEN PD 48" O.G. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF e~ EXTERIOR FINISH 1/2" GYP. BOARD TYP. SEE NOTE ON N -I ELEVATION PAGES FOR WITH UPLIFT. o•° . o°o (SEE ELEVATIONS) I/2" GYP. BOARD DELL TO BE FULLY �° 8 PAGE FOR GARAGE SOFFIT/FASCIA DETAIL ° n SECURE PLATE W/ 10" 1/2' APPLICATION ° n —.— _ A GROUTED VARIES SEE ROOF PLAN �. GRADE DIA. J BOLTS 4 ° I ° WA5PER5 @ 4'-0" O.G. , „ ° ° 2X S.Y.P. STUDS '� to Or'. ° (MAX.) CENTERED ON r 8 x8 K.O. CMU BOND BM. w/ 1 - #5 BAR U.N.O. DRILL 4 EPDXY 1x2 P7 NAILER ll) 51MP50N SPH4 ° = I I- I I- WALL. (REFER TO FND 4 INTO LINTEL/BOND f°d NOTE: CONT, (MIN LAP = 25") GROUT CELL5 TYP. o. ° ° FLR PLN FOR WALL r • MISSING DOWELS: WHERE FOOTING 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. o ° I = I = THICKNESS) INSULATION OR PER ENERGY OR 'IF BEAM DOWELS ARE P AGED INCORRECTLY GALCS./SPECS. ABOVE WITH 8"x8" PRECAST CONCRETE LINTEL ° '' ° _ = I I MINIMUM ° OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF. �r �� .. ..° ; . d °. CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" DOWEL A7 PROPER LOCATION W/ EMBED AGI STD. HOOK WINDOW OPENINGS 5EE FLR PLN FOOTING 5EE $ I =I = 4"CONC. SLAB. USE SIMPSON SET GRADE 60 #5 BAR. INSTALL IN SLAB IN BOND BM. 15 BAR FOR L INTEL SGHEDUL E FOUNDATION PLAN FOR — — — — — — — = I I_ SEE FOUND. PLAN HIGH STRENGTH dJ W/ 5" MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO. — — — — — FOR MORE INFO. t EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 PRECAST GONG SILL I I_ I= = I = I=I _ _ =I — I ELEV 0'-0" TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A CURTAIN NAILER PT - a PROJECT WITHOUT WRITTEN APPROVAL. Ix4 WINDOWS 4 S.G.D. 15 BAR VERT. WALL REINF. CONT. TO BOND BEAM. EMBED AGI STD. NOTE: Q — — — — — ° `:--' • MISSING TRUS5 ANCHORS: TRUSSES WINDOW W/ SCREEN NOOK 6" IN BOND BEAM. GROUT AT 2xo WALLS USE SPP6 CONNECTORS IN LIEU OF SPP4 CONNECTOR' SHOWN. AT 2x8 WALLS LL I WHICH ARE PLACED SUCH THAT AN USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN FOOTING SEE 5EE FOUND. PLAN EMBEDMENT ANCHOR 15 MISPLACED (WHERE APPLICABLE) CELL5 SOLID. 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'6 ON W FOUNDATION PLAN �� ° DRILL 4 EPDXY P OR MISSING MAY BE FASTENED TO THE EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE � MINIMUM EMBEDMENT _U MASONRY BOND BEAM USING ONE 8"x16" C.M.U. PER ASTM G-90 (TYP.) INFO. GLEAN 4 COMPACTED SOIL. 5" 51MP6ON SET 5 # ° MODIFIED PROCTOR PER A5TM D1551) MAXIMUM Or 51 N A ROW 4P10 TOTAL Ix2 PT FIR STRIP 24" O.G. (g5io FM P.5.1. (MIN.) W/ TYPE M OR EPDXY � � WITHOUT WRITTEN APPROVAL. S MORTAR PER A5TM C-210+ �+ 1x4 PT BASE NAILER K para e Wall Section Brn Wall (L 1/2" DIA x&` AB AT INT. SHEAR WALL S 1 SCALE: NTS 6° INSUL. PER GALC5. 4 SPEC5 OR TITEN HD ONLY USE SIMPSON H3 W/O Uplift EXISTING MASONRY 4"GONG. SLAB. SEE w/ TOP NAILS FASTEN BOND BEAM OR FOUND. PLAN P 24" O.C. IN TO TOP 4 BOTTOM � ELEV O -O TOP OF SLAB / PLATE PLUS HORIZ. 2X STUDS SLAB FOOTING SEE - REINFORCED CELL BLOCKING � 48" Or-, I/2" GYP. BOARD 24"O.G. It FOUNDATION PLAN FOR E SECURE PLATE W/ SIZES 4 MORE INFO. 2x4 PLATE HILTI CF62 POWDER INSULATION OR 5/8" CEMENTITIOU5 FINISH PER + ACTUATED PINS a PER ENERGY p Typical Ext, Masonry Wall Section FBCR 103.1.2 48 O.C. oR EQUAL GALG5./SPEC5. Q P. Retrofit Vert. Dowel Detail S 1 SCALE: NTS CONT. 2X PT SOLE S 1 SCALE: NTS 4 CONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLT5 AT BEARING WALL: MORE INFO. PLAN 4 d EL EV 0'-0" TOP OF SLAB TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: Z SEE N -I FOR - - - - - #5 VERT. CORNER ADDITIONAL/ALTERNATE 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. u► = - �P a a CELL FILLED W/ �=E FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `� -� GONGRETE FOOTING SEE `v = CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT 5IMF50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 13/8" VERTICAL REINFORCING (5EE O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY SIZES 4 MORE INFO. (35% MODIFIED PROCTOR PER A5TM D1551) BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS #5 LAP CONT. #5 EXPOSED FACE COURSES M Gara e Wall Section Non-Srn . 25" LAP LLExample CMU Wall Control Joint DetailEI S-1 wood Frame To MasonryAttachment Detail S1 SCALE: NTS R Corner ContinuityDetail SCALE: N.T.S. Wall B rn g 1 J` al l ®n l y SCALE: NTS C S-� S f ALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISGREPANGIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, L.L.G., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXFRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TE12 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 DEVIL DK/PK ¢o 0 0 i C uohw LLJ Lu Wm�� F�oa� eC fox 0E2a 1 w-O� wu:0¢ !L j,z-iMQ cz6,42� OG =Zzz o�z�z N vZ_i M 00 a¢F�f—W, NDm�oz Z C7 p_ w w ® ®' � y=tz7w f.iUTW L'u22 F o F oz -' �o 0 uZ2� f� '� >t=iv� LU 'w`" _ w�. �kao =� Q Q w¢a J F w�Ujcc Wq _ V ! - 0 0 -LU ° o ¢ U M .�' ® M Masi -1 +�Uj,art Lu Z M a M N BMW1= ¢ �• �n � p 00 M � I C w N S L(1 r�j1J Z L5 ® 00 Y w Z ?MO C) U a rI - vi a ® o P ,+ L ' 0 lL zo - �� m s Ir LAUM LML �Jl w_ LLi q) n DATE 03-27-18 SCALE NOTFO DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 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 TOP PLATE INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL SHINGLE LAYMEINT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. Ix4 PT BASED ON TRU55 MANUF. OR VERTICAL (BELOW) WALL TO BE ATTACHED WITH M General Irre ular Window Attachment INFORMATION COMPLY WITH FBCR 1/4 x 2-1/4 TAPCON 12 O.C. OR PER MANUFACT. PROVIDED R. 90� 1) CONVENTIONAL $_2 SCALE: NTS CONTRACTOR. FRAME (SEE PLAN) SPECS. GMU WALL BELOW 5IMP50N 0516 0 CORNER ,@ 16" O.C. I/2" GYP, BOARD SEE HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING-\5IMP50N L5TA12 @ EACH VARIES SEE ROOF PLAN WITH 4-16D COMSTUD OR EQUIV. TOENAILS e EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ 5IMP50N 5PH4 Q SEE TRUSS 1/16" MIN, APA DOUBLE TOP PLATE E A. STUD W/(12) 10d TYP. LOAD BEARING WALL SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (R2 2XIA2 UN.0) BOTT.GON5TPLT., DOUBLE OP PLT�� TYPICAL PLAN VIEW GMU WALL BELOW STRAPPING TABLE ON SHEET 5-3 FASTEN EA. STUD NOTE: FOR STUD SPACING TO TOP PLATE w/ "AT 2x6 WALLS USE TITEN HD BOLTS DORMER ROOF BY TRU55 MANUF. 1— SEE SIMPSON 5P2 w/ EDGE SIMPSON MT512 @ EACH TRU55 ROOF 0.131 x 2 1/2" R.5, I RING SHANK 1/16" 1 4" F X (12) NAILS FASTEN HEADER 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ $_2 SCALE: NTS SCALE: NTS Q FULL DEPTH 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPGON5 /@ 12" O.C. WITH MAX. 6 FROM WINDOW SEE FLOOR PLAN FOR SIZES PLANS, THEY SHOULD E3E READ CAREFULLY I • , BLOCKING @ END OF MEMBER @ MAS. NEW CODE UPDATES DETAIL "J/52" TYP. LOAD BEARING WALL CONST. 5IMP50N MT518 Q OPENINGS. L L J 2"x4" e lo" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRU55 SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET L USE 5IMP50N 5P2 o STUD TO TOP PLATE, 5PI STUD TO DK/PK W/ MEMBERS ATTACHED A35 WHERE 2X TO 2X CONNECTION POINTS. BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT PER MANUFACTURER'5 NT NEEDED TO MEET NEEDED %o 1/0", O.C. LLi BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) a MANUFACTURER'S MEMBERS OR DIRECTLY TO CMU/WOOD SIMPSON 5PI w/ GYP. BOARD RETURN FRAMING ONLY. NUMBER OF DIAG. MEMBERS ATTACHMENT POINT = z a� RELATIVE TO NUMBER OF REQUIRED ROOF TRU55 BY 10-106 NAILS EA. REQUIREMENTS. TRIM VARIES - SEE ELEVATIONS ROOF TRUSS MANUF. TYP. 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM SPECS GIVEN IN THIS DETAIL. 2X TO 2X 2"x4" BLOCKING AT 24" O.C. BELOW 51DE WALLS ATTACHMENT TO BE SIMPSON A35. KNEE v p aLi RATED SHTG. WALL ABOVE ARCH NECE56ARY ONLY PER BETWEEN SUPPORTING TRUSSES ATTACH W/51MP50N A34 --, c) rn IF IX THEN ATTACH Ch Ln PRE-ENGINEERED OR EQUAL AT EACH END TYP. CHORD 4 BOTTOM OF TOP CHORD WINDOW THROUGH TOP/51DE5 OF ARCH OPENING. IF ARCH TOP p 00 m a ROOF TRUSS. PROHIBITS 2X THICKNE55 � CENTER OF BUCK TO CMU/ WOOD SIMPSON 5P4 w/ ARCH, USE DIRECT ATTACHMENT TO .5IMP50N 1_5TA12 AT EACH STUD TO INSUL, PER ENERGY CALG5. FRAMING. IF 2X THEN 2x BOTT. PLATE PRECAST CONNECTION BLOCKING. ,X Z CL ATTACH TO 2X BUCK. EDGES OF OPENING, ALL TAPCTN5 TO NAVE 2-2"x4" BLOCKING WITH 4-16D MIN. 1-1/4" EMBEDMENT. PRE-ENGINEERED W00D TRU55 • • --COM TOENAILS '@ EACH END e END WALL TYP. LOAD BRG WALL 9 ffi rvo 21lx4" @ 16" O.G. (SGL SIMPSON MT518 � BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. w/ I/4"x 3" TAPGONS r SHINGLE / TILE ROOF 12 r O.G. PRE ENGINEERED WD TRUSS 24 EACH TRUSS PLT.) 12" O.C. W/MAX. 6" - SEE ELEVATION SEE FROM END OF BUCK. PAGES FOR MORE (TYP) EL EV. H LLI 51MP5ON L5TA12 0 (TYP. ALL 2X WINDOW DRAWN MK/PDK INFO. FASTENING TO BE AS PER INSULATION PER ENERGY GALCS. EACH STUD OR EQUIV. BUCK ATTACHMENT.) MANUFACTURERS SPECIFICATIONS. Ir 2-2"x4" BLOCKING WITH 4-16D CONTRACTOR TO HURRICANE ANCHOR EACH TRUSS SEE COM TOENAILS I@ EACH END PROVIDE MANUF.TRU55 SHEET FOR MORE INFO. DOCUMENTATION TO INSPECTOR o TIME OF = ELEVATION VARIES INSPECTION. IF '),V, PT VERTICAL (ABV) 0 WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 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 TOP PLATE INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL SHINGLE LAYMEINT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. Ix4 PT BASED ON TRU55 MANUF. OR VERTICAL (BELOW) WALL TO BE ATTACHED WITH M General Irre ular Window Attachment INFORMATION COMPLY WITH FBCR 1/4 x 2-1/4 TAPCON 12 O.C. OR PER MANUFACT. PROVIDED R. 90� 1) CONVENTIONAL $_2 SCALE: NTS CONTRACTOR. FRAME (SEE PLAN) SPECS. GMU WALL BELOW 5IMP50N 0516 0 CORNER ,@ 16" O.C. I/2" GYP, BOARD SEE HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING-\5IMP50N L5TA12 @ EACH VARIES SEE ROOF PLAN WITH 4-16D COMSTUD OR EQUIV. TOENAILS e EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ 5IMP50N 5PH4 Q SEE TRUSS 1/16" MIN, APA DOUBLE TOP PLATE E A. STUD W/(12) 10d TYP. LOAD BEARING WALL SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (R2 2XIA2 UN.0) BOTT.GON5TPLT., DOUBLE OP PLT�� TYPICAL PLAN VIEW GMU WALL BELOW STRAPPING TABLE ON SHEET 5-3 FASTEN EA. STUD NOTE: FOR STUD SPACING TO TOP PLATE w/ "AT 2x6 WALLS USE TITEN HD BOLTS HIGH WIND 1— SEE SIMPSON 5P2 w/ EDGE F— ROOF 0.131 x 2 1/2" R.5, I RING SHANK 1/16" 1 4" F X (12) NAILS FASTEN HEADER 6" FLOOR 0.131 x 3 I/2" COMMON I COMMON 3/4' T.G. 6" $_2 SCALE: NTS SCALE: NTS Q FULL DEPTH PER HDR. PARTIES IN THE PROJECT. IF BOUND WINDOW SEE FLOOR PLAN FOR SIZES PLANS, THEY SHOULD E3E READ CAREFULLY I • , BLOCKING @ BY NEW CODE UPDATES DETAIL "J/52" L MORE • L L J ADDED 160 MPH SHEETS SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET L (3) 16d TOENAILS DK/PK 51MPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS %o 1/0", O.C. LLi WINDOW ATTACHMENT POINTS TO 2X a n nn � MEMBERS OR DIRECTLY TO CMU/WOOD SIMPSON 5PI w/ GYP. BOARD RETURN FRAMING ONLY. NUMBER OF DIAG. MEMBERS N m 00 = z a� RELATIVE TO NUMBER OF REQUIRED _�� ZW0 Oxzw 10-106 NAILS EA. ATTACHMENT POINTS PER MANUFACTURER, 2X TRIM VARIES - SEE ELEVATIONS BUCKS TO BE ATTACHED TO GMU PER 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM SPECS GIVEN IN THIS DETAIL. 2X TO 2X LU =aO m CLw�t~L N ATTACHMENT TO BE SIMPSON A35. KNEE v p aLi RATED SHTG. WALL ABOVE ARCH NECE56ARY ONLY PER FOR STUDS --, c) rn OPENING VARIATIONS. MIN. 2X BUCK FOR Ch Ln PRE-ENGINEERED WINDOW/5HEATHING ATTACHMENT /0 CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. (2) TOP/51DE5 OF ARCH OPENING. IF ARCH TOP p 00 m a ROOF TRUSS. PROHIBITS 2X THICKNE55 � CENTER OF (2) 0.131 x 3 1/2" COMMON NAILS EA. SIMPSON 5P4 w/ ARCH, USE DIRECT ATTACHMENT TO I/2 GYPSUM BOARD INSUL, PER ENERGY CALG5. CMU/WOOD FRAMING, WITH OR WITHOUT IX 2x BOTT. PLATE PRECAST CONNECTION BUCK, WITH 2X BUCK o EA(�H SIDE To ,X Z CL \a EDGES OF OPENING, ALL TAPCTN5 TO NAVE ° MIN. 1-1/4" EMBEDMENT. PRE-ENGINEERED W00D TRU55 • • SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 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 TOP PLATE INFORMATION NOT SHINGLE IS USED, SHOWN. DETAIL SHINGLE LAYMEINT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. Ix4 PT BASED ON TRU55 MANUF. OR VERTICAL (BELOW) WALL TO BE ATTACHED WITH M General Irre ular Window Attachment INFORMATION COMPLY WITH FBCR 1/4 x 2-1/4 TAPCON 12 O.C. OR PER MANUFACT. PROVIDED R. 90� 1) CONVENTIONAL $_2 SCALE: NTS CONTRACTOR. FRAME (SEE PLAN) SPECS. GMU WALL BELOW 5IMP50N 0516 0 CORNER ,@ 16" O.C. I/2" GYP, BOARD SEE HORIZONTALLY NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING-\5IMP50N L5TA12 @ EACH VARIES SEE ROOF PLAN WITH 4-16D COMSTUD OR EQUIV. TOENAILS e EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ 5IMP50N 5PH4 Q SEE TRUSS 1/16" MIN, APA DOUBLE TOP PLATE E A. STUD W/(12) 10d TYP. LOAD BEARING WALL SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) NAILS EACH. SEE HEADER SCHEDULE (R2 2XIA2 UN.0) BOTT.GON5TPLT., DOUBLE OP PLT�� TYPICAL PLAN VIEW GMU WALL BELOW STRAPPING TABLE ON SHEET 5-3 FASTEN EA. STUD NOTE: FOR STUD SPACING TO TOP PLATE w/ "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN 2x8, USE SIMPSON 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP5ON SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." LINTEL. 5EE I INSTALL 1/2 X 6 10" x 1/2" DIA "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN APA RATED SHEATHING NAIL THREADED ROD IN 5IMP50N SET !! BOLT 24" Or. PER SCHEDULE, MIN. FOR MORE INFO. 2x8 PT MINFRAMING FROM E 'I " EPDXY '@ 2'-011 16d � 6 O.C. PER SCHEDULc O ®®��®;1A�• .�, 1/4"X 3 1/2" NOTE: TRUSS �@ 16 O.C. CONT. TO INSUL. PER GALG5. 4 SPECS r 4" LONG SLAB 2X PT SOLE PLATE POCKET MASONRY SCREW "TYPICAL AT O.G. (MAX) �® TOP CORD (3) 0.131 x 3 1/2 •` CENTERED ON f111f SEE FND. PLAN SLIDING � 8" O.C. ALL LOAD COMMON @ TRU55 CHORDS � ��;° 1 ti BEARING SYP. WALL. _� DOOR. PRECAST ®,131 x 3 I/2" COMPONENTS,I CMU WALL - SEE 2X PT ;w CONCRETE 4" O.C. GRADE SHALL B Structural KneewalI FLOOR PLAN FOR BOTTOM ® :co ELEV 0'-�D" TOP OF SLAB MORE INFO. PLATE oZ — — LINTEL. SEE BE USED FOR NOTE: 2X8 PT MIN. S-2 SCALE: NTS ;y FOOTING 5EE - - FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL 10 WALL TO FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS B�: ATTACHED WITH FOR SIZES MORE DOOR. GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4, 02 GRADE HD. OR BETTER MAY I Typical Ext. Frame Wall Section BE USED. ALL 4x NOTE: IX PT VERTICAL WALL —5PI EACH STUD JOIST RAF BOUNDARY FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x =--- S 2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPGON @ 12" O.G. OR 2x8 PT R 5T NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." PER MANUFACT. SPECS.WALL' DASHED SIZES 4 MORE SEE FOUND. SIZES 4 MORE —Ix6 HEAD LINE INFO. PLAN INFO, 4 GONG. SLAB. INDICATES SEE FOUND. I WALL PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVE R5 OR PLAN 4-0.131 x 31/2" 4-0.131 x 3 1/2" R.S. NAILS � �\\ PLYWOOD TO R.S. NAILS � 4 CONC. 4 CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS 5LAB SLAB ° . MANUFACTURER 1 EDGES GABLE END FLOOR TRUSSES HANGER TO ° ° L SHEATHWG) CHORD USS FLOOR OP PRE -ENG. WOOD BE 51MPSON " da ° CAULK UNDER FRAME K.O. w/ 1-5 CONT. FLOOR TRUSSES L US, L5U, a. a _ ,` EDGE HANGER TO OR L55U PRE -ENG. BE SIMPSON PRGONG. SILL FIRE -ENGINEERED MIN. FIEL WOOD ROOF LUS, LSU, OR WOOD ROOF _, 5/8" GEMENTITIOUS FINISH BOUNDARY TRUSSES L55U MIN. TRUSSES H CMu Lintel Pkt. Slider Detail ► Wood Frame Pkt. Slider Detail PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA 4" GONG SLABS CORNERS 4 48" O.G. BLOCKING 5EAM BOUNDARY PLYWOOD 70 5EE FLR PLN FOR NPR. 51ZE NOTE: MAX. FOR WALL, NAILING FOR 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 PANEL OVERHANG 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH SHEATHING CLIP OUTRIGGER NAILS 9 EACH AREA 5 -O (1) SIMPSON C514 OR (1) NAILS EACH 16" O.G. (GAN OF THE WALL, ADD 2x PAD BLOCKING ° FLOOR TRUSS 2x8 LEDGER W/ MSTA24 w/ 22 IOd NAILS - NOT GO OVER SHEATHING) lo" O.C. RIPPED DOWN SUFFICIENT TO ° ° ° a FOR ROOFS 24" O.G. (FIELD VERIFY CENTER ON HEADER U.N.O. (II FLUSH THE HEADER TO WIDTH 4 ALLOW ° a TONGUE FIELD FIELD WITH TRUSS 4-0.131 x 3 1/2 NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH 4 .. GROOVE FOR SUB FASCIA OR R.5. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 ° LAYOUT r FOR THE PROPER INSTALLATION OF THE > ° FLOORS WALL PLATE LOCATION) -EACH STUDS CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE ° BOUNDARY WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE FOUNDATION PLAN a NAILING r WITH FLOOR TRUSS TRU55 FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS FOR SIZES MORE ° ° ° (PERIMETER Or 5'-0" USE (2) 5IMP50N C51a USE 5IMP50N C516 IN AN SPH INFO. F DIAPHRAGM) T ical Ledger Detall OR (2) MSTA24 (UN.0) — CONFIGURATION. ATTACH PAD BLOCKING GPROVIDE w/ (3) 0.131 x 31/2" NAILS TO HEADER MIN. Non-Brn . Frame Down Header Detail SCALE:NTS L530 S 2 L530SIMF0R "2x " KING STUD OR DOUBLE BOTT. UN.O." L EQ., TYP. PLATE AT $ 2 Multkuse SCAT E: NTS OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER SPECIFICATION FOR KINGS 4 CRIPPLES 6'-2", TYP. CLEARANCES FOR THE WINDOW/DOOR 2X4 GROSS (THE FOLLOWING SHALL APPLY UN.O.) WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING 48" TO UPSET THE HEADER SUCH THAT ONE BRA O.C. CI TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) OR 50TH OF THE TOP PLATES 15 RAT RUNS FOR 4 BRACING ,� 48" CRIPPLE 4 (U KING IS REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL ''J'' BOLT REPLACEMENT C-;AfRfi: O.G. ON TOP EACH 51DE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRUSS SPANS . AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING ,@ 3" SET IT 15 NOT ACCEPTABLE TO BRACING o 48" OF BOTT. WIDTH, (2) CRIPPLES 4 (I) KING 15 O.G. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER , THE FOLLOUJINCs "J" BOLTS GAN BE REPLACED U)ITN 71-4E GOiRRESPONDINCx r30L7S. O.G. ON TOP OF CHORD FOR 4 REQUIRED ON EACH SIDE OF THE OPENING WITHOUT WRITTEN PERM15510N FROM THE TRUSS SPANS Eo WHEN TH'" TOP PLATE IS THE REV=RSE 15 Ne -)7 APPLIGABL E FOR FRAME TO 51_AB APPI IGATION ONLY TYPICAL N n I1 INC 5(SHEDULE TITEN HD BOLTS HIGH WIND Misc. Dormer Knee Wall Attachment Details SEE SIMPSON 5P2 w/ EDGE I FIELD ROOF 0.131 x 2 1/2" R.5, I RING SHANK 1/16" 1 4" F TRUSS (12) NAILS FASTEN HEADER 6" FLOOR 0.131 x 3 I/2" COMMON I COMMON 3/4' T.G. 6" $_2 SCALE: NTS SCALE: NTS ENG, FULL DEPTH PER HDR. PARTIES IN THE PROJECT. IF BOUND WINDOW SEE FLOOR PLAN FOR SIZES PLANS, THEY SHOULD E3E READ CAREFULLY I • , BLOCKING @ BY NEW CODE UPDATES DETAIL "J/52" REVISIONS MORE • PANEL EDGES w/ REVISIONS ADDED 160 MPH SHEETS SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET L (3) 16d TOENAILS DK/PK 2x STUDS FOR STRAPPING CONT, FOR STRAPPING -TOP CHORD EA. END %o 1/0", O.C. LLi Z n WmW'= ''o°=a a n nn � SIMPSON 5PI w/ GYP. BOARD RETURN wZC7Y.o� pr 0z N m 00 = z a� U _�� ZW0 Oxzw 10-106 NAILS EA. TRIM VARIES - SEE ELEVATIONS Lt - Cc I' I' 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD LU =aO m CLw�t~L N v p aLi RATED SHTG. TRUSS TO TRUSS ON TOP OF BOTTOM FOR STUDS --, c) rn Ch Ln PRE-ENGINEERED PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD BELOW HDR. (2) ZX SILL p 00 m a ROOF TRUSS. 2X 16" O.G. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS EA. SIMPSON 5P4 w/ i I/2 GYPSUM BOARD INSUL, PER ENERGY CALG5. W U 00 U 2x BOTT. PLATE PRECAST CONNECTION 6-106x1 1/2 NAILS -EA. STUD ,X Z CL \a 0 CD ° CONT. CON ,RETE PRE-ENGINEERED W00D TRU55 • • 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN 2x8, USE SIMPSON 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP5ON SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." LINTEL. 5EE I INSTALL 1/2 X 6 10" x 1/2" DIA "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN APA RATED SHEATHING NAIL THREADED ROD IN 5IMP50N SET !! BOLT 24" Or. PER SCHEDULE, MIN. FOR MORE INFO. 2x8 PT MINFRAMING FROM E 'I " EPDXY '@ 2'-011 16d � 6 O.C. PER SCHEDULc O ®®��®;1A�• .�, 1/4"X 3 1/2" NOTE: TRUSS �@ 16 O.C. CONT. TO INSUL. PER GALG5. 4 SPECS r 4" LONG SLAB 2X PT SOLE PLATE POCKET MASONRY SCREW "TYPICAL AT O.G. (MAX) �® TOP CORD (3) 0.131 x 3 1/2 •` CENTERED ON f111f SEE FND. PLAN SLIDING � 8" O.C. ALL LOAD COMMON @ TRU55 CHORDS � ��;° 1 ti BEARING SYP. WALL. _� DOOR. PRECAST ®,131 x 3 I/2" COMPONENTS,I CMU WALL - SEE 2X PT ;w CONCRETE 4" O.C. GRADE SHALL B Structural KneewalI FLOOR PLAN FOR BOTTOM ® :co ELEV 0'-�D" TOP OF SLAB MORE INFO. PLATE oZ — — LINTEL. SEE BE USED FOR NOTE: 2X8 PT MIN. S-2 SCALE: NTS ;y FOOTING 5EE - - FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL 10 WALL TO FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS B�: ATTACHED WITH FOR SIZES MORE DOOR. GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4, 02 GRADE HD. OR BETTER MAY I Typical Ext. Frame Wall Section BE USED. ALL 4x NOTE: IX PT VERTICAL WALL —5PI EACH STUD JOIST RAF BOUNDARY FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x =--- S 2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPGON @ 12" O.G. OR 2x8 PT R 5T NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." PER MANUFACT. SPECS.WALL' DASHED SIZES 4 MORE SEE FOUND. SIZES 4 MORE —Ix6 HEAD LINE INFO. PLAN INFO, 4 GONG. SLAB. INDICATES SEE FOUND. I WALL PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVE R5 OR PLAN 4-0.131 x 31/2" 4-0.131 x 3 1/2" R.S. NAILS � �\\ PLYWOOD TO R.S. NAILS � 4 CONC. 4 CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS 5LAB SLAB ° . MANUFACTURER 1 EDGES GABLE END FLOOR TRUSSES HANGER TO ° ° L SHEATHWG) CHORD USS FLOOR OP PRE -ENG. WOOD BE 51MPSON " da ° CAULK UNDER FRAME K.O. w/ 1-5 CONT. FLOOR TRUSSES L US, L5U, a. a _ ,` EDGE HANGER TO OR L55U PRE -ENG. BE SIMPSON PRGONG. SILL FIRE -ENGINEERED MIN. FIEL WOOD ROOF LUS, LSU, OR WOOD ROOF _, 5/8" GEMENTITIOUS FINISH BOUNDARY TRUSSES L55U MIN. TRUSSES H CMu Lintel Pkt. Slider Detail ► Wood Frame Pkt. Slider Detail PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA 4" GONG SLABS CORNERS 4 48" O.G. BLOCKING 5EAM BOUNDARY PLYWOOD 70 5EE FLR PLN FOR NPR. 51ZE NOTE: MAX. FOR WALL, NAILING FOR 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 PANEL OVERHANG 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH SHEATHING CLIP OUTRIGGER NAILS 9 EACH AREA 5 -O (1) SIMPSON C514 OR (1) NAILS EACH 16" O.G. (GAN OF THE WALL, ADD 2x PAD BLOCKING ° FLOOR TRUSS 2x8 LEDGER W/ MSTA24 w/ 22 IOd NAILS - NOT GO OVER SHEATHING) lo" O.C. RIPPED DOWN SUFFICIENT TO ° ° ° a FOR ROOFS 24" O.G. (FIELD VERIFY CENTER ON HEADER U.N.O. (II FLUSH THE HEADER TO WIDTH 4 ALLOW ° a TONGUE FIELD FIELD WITH TRUSS 4-0.131 x 3 1/2 NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH 4 .. GROOVE FOR SUB FASCIA OR R.5. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 ° LAYOUT r FOR THE PROPER INSTALLATION OF THE > ° FLOORS WALL PLATE LOCATION) -EACH STUDS CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE ° BOUNDARY WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE FOUNDATION PLAN a NAILING r WITH FLOOR TRUSS TRU55 FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS FOR SIZES MORE ° ° ° (PERIMETER Or 5'-0" USE (2) 5IMP50N C51a USE 5IMP50N C516 IN AN SPH INFO. F DIAPHRAGM) T ical Ledger Detall OR (2) MSTA24 (UN.0) — CONFIGURATION. ATTACH PAD BLOCKING GPROVIDE w/ (3) 0.131 x 31/2" NAILS TO HEADER MIN. Non-Brn . Frame Down Header Detail SCALE:NTS L530 S 2 L530SIMF0R "2x " KING STUD OR DOUBLE BOTT. UN.O." L EQ., TYP. PLATE AT $ 2 Multkuse SCAT E: NTS OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER SPECIFICATION FOR KINGS 4 CRIPPLES 6'-2", TYP. CLEARANCES FOR THE WINDOW/DOOR 2X4 GROSS (THE FOLLOWING SHALL APPLY UN.O.) WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING 48" TO UPSET THE HEADER SUCH THAT ONE BRA O.C. CI TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) OR 50TH OF THE TOP PLATES 15 RAT RUNS FOR 4 BRACING ,� 48" CRIPPLE 4 (U KING IS REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL ''J'' BOLT REPLACEMENT C-;AfRfi: O.G. ON TOP EACH 51DE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRUSS SPANS . AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING ,@ 3" SET IT 15 NOT ACCEPTABLE TO BRACING o 48" OF BOTT. WIDTH, (2) CRIPPLES 4 (I) KING 15 O.G. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER , THE FOLLOUJINCs "J" BOLTS GAN BE REPLACED U)ITN 71-4E GOiRRESPONDINCx r30L7S. O.G. ON TOP OF CHORD FOR 4 REQUIRED ON EACH SIDE OF THE OPENING WITHOUT WRITTEN PERM15510N FROM THE TRUSS SPANS Eo WHEN TH'" TOP PLATE IS THE REV=RSE 15 Ne -)7 APPLIGABL E FOR FRAME TO 51_AB APPI IGATION ONLY TYPICAL N n I1 INC 5(SHEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" SEE NAIL I 5HEATHING 15OUNDARY EDGE I FIELD ROOF 0.131 x 2 1/2" R.5, I RING SHANK 1/16" 1 4" 6" TRUSS WALL 0.131 x 3" COMMON I COMMON 1/16" 1 3" 4" 6" FLOOR 0.131 x 3 I/2" COMMON I COMMON 3/4' T.G. 6" 6" ENG, ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD E3E READ CAREFULLY FOR REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS MORE ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS INFO REVISIONS GEN NOTE REVISED DK/PK 2x STUDS %o 1/0", O.C. LLi Z n WmW'= ''o°=a 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, FOR WALL5 LARGER THAN 2x8, USE SIMPSON 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP5ON SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." LINTEL. 5EE I INSTALL 1/2 X 6 10" x 1/2" DIA "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN APA RATED SHEATHING NAIL THREADED ROD IN 5IMP50N SET !! BOLT 24" Or. PER SCHEDULE, MIN. FOR MORE INFO. 2x8 PT MINFRAMING FROM E 'I " EPDXY '@ 2'-011 16d � 6 O.C. PER SCHEDULc O ®®��®;1A�• .�, 1/4"X 3 1/2" NOTE: TRUSS �@ 16 O.C. CONT. TO INSUL. PER GALG5. 4 SPECS r 4" LONG SLAB 2X PT SOLE PLATE POCKET MASONRY SCREW "TYPICAL AT O.G. (MAX) �® TOP CORD (3) 0.131 x 3 1/2 •` CENTERED ON f111f SEE FND. PLAN SLIDING � 8" O.C. ALL LOAD COMMON @ TRU55 CHORDS � ��;° 1 ti BEARING SYP. WALL. _� DOOR. PRECAST ®,131 x 3 I/2" COMPONENTS,I CMU WALL - SEE 2X PT ;w CONCRETE 4" O.C. GRADE SHALL B Structural KneewalI FLOOR PLAN FOR BOTTOM ® :co ELEV 0'-�D" TOP OF SLAB MORE INFO. PLATE oZ — — LINTEL. SEE BE USED FOR NOTE: 2X8 PT MIN. S-2 SCALE: NTS ;y FOOTING 5EE - - FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL 10 WALL TO FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS B�: ATTACHED WITH FOR SIZES MORE DOOR. GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4, 02 GRADE HD. OR BETTER MAY I Typical Ext. Frame Wall Section BE USED. ALL 4x NOTE: IX PT VERTICAL WALL —5PI EACH STUD JOIST RAF BOUNDARY FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x =--- S 2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPGON @ 12" O.G. OR 2x8 PT R 5T NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." PER MANUFACT. SPECS.WALL' DASHED SIZES 4 MORE SEE FOUND. SIZES 4 MORE —Ix6 HEAD LINE INFO. PLAN INFO, 4 GONG. SLAB. INDICATES SEE FOUND. I WALL PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVE R5 OR PLAN 4-0.131 x 31/2" 4-0.131 x 3 1/2" R.S. NAILS � �\\ PLYWOOD TO R.S. NAILS � 4 CONC. 4 CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS 5LAB SLAB ° . MANUFACTURER 1 EDGES GABLE END FLOOR TRUSSES HANGER TO ° ° L SHEATHWG) CHORD USS FLOOR OP PRE -ENG. WOOD BE 51MPSON " da ° CAULK UNDER FRAME K.O. w/ 1-5 CONT. FLOOR TRUSSES L US, L5U, a. a _ ,` EDGE HANGER TO OR L55U PRE -ENG. BE SIMPSON PRGONG. SILL FIRE -ENGINEERED MIN. FIEL WOOD ROOF LUS, LSU, OR WOOD ROOF _, 5/8" GEMENTITIOUS FINISH BOUNDARY TRUSSES L55U MIN. TRUSSES H CMu Lintel Pkt. Slider Detail ► Wood Frame Pkt. Slider Detail PER FBCR 103.1.2 INTERIOR $-2 SCALE: NTS S-2 SCALE: NTS AREA 4" GONG SLABS CORNERS 4 48" O.G. BLOCKING 5EAM BOUNDARY PLYWOOD 70 5EE FLR PLN FOR NPR. 51ZE NOTE: MAX. FOR WALL, NAILING FOR 2x8 LEDGER W/ EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 PANEL OVERHANG 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 w/ 6-10d WHERE THE HEADER 15 NOT FULL WIDTH SHEATHING CLIP OUTRIGGER NAILS 9 EACH AREA 5 -O (1) SIMPSON C514 OR (1) NAILS EACH 16" O.G. (GAN OF THE WALL, ADD 2x PAD BLOCKING ° FLOOR TRUSS 2x8 LEDGER W/ MSTA24 w/ 22 IOd NAILS - NOT GO OVER SHEATHING) lo" O.C. RIPPED DOWN SUFFICIENT TO ° ° ° a FOR ROOFS 24" O.G. (FIELD VERIFY CENTER ON HEADER U.N.O. (II FLUSH THE HEADER TO WIDTH 4 ALLOW ° a TONGUE FIELD FIELD WITH TRUSS 4-0.131 x 3 1/2 NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE 5PH 4 .. GROOVE FOR SUB FASCIA OR R.5. NAILS STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 ° LAYOUT r FOR THE PROPER INSTALLATION OF THE > ° FLOORS WALL PLATE LOCATION) -EACH STUDS CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE ° BOUNDARY WITH -OUT FLOOR 5PH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE FOUNDATION PLAN a NAILING r WITH FLOOR TRUSS TRU55 FOR ROUGH OPENINGS OVER 5PH8 IN LIEU OF 5PH4, FOR WIDER WALLS FOR SIZES MORE ° ° ° (PERIMETER Or 5'-0" USE (2) 5IMP50N C51a USE 5IMP50N C516 IN AN SPH INFO. F DIAPHRAGM) T ical Ledger Detall OR (2) MSTA24 (UN.0) — CONFIGURATION. ATTACH PAD BLOCKING GPROVIDE w/ (3) 0.131 x 31/2" NAILS TO HEADER MIN. Non-Brn . Frame Down Header Detail SCALE:NTS L530 S 2 L530SIMF0R "2x " KING STUD OR DOUBLE BOTT. UN.O." L EQ., TYP. PLATE AT $ 2 Multkuse SCAT E: NTS OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER SPECIFICATION FOR KINGS 4 CRIPPLES 6'-2", TYP. CLEARANCES FOR THE WINDOW/DOOR 2X4 GROSS (THE FOLLOWING SHALL APPLY UN.O.) WITHIN AN OPENING, IT 15 ACCEPTABLE BRACING 48" TO UPSET THE HEADER SUCH THAT ONE BRA O.C. CI TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) OR 50TH OF THE TOP PLATES 15 RAT RUNS FOR 4 BRACING ,� 48" CRIPPLE 4 (U KING IS REQUIRED ON FASTEN WALL ELIMINATED TO MAINTAIN THE FULL ''J'' BOLT REPLACEMENT C-;AfRfi: O.G. ON TOP EACH 51DE OF THE HEADER. DEPTH HEADER SPECIFIED IN THE PLAN 2X4 RAT RUN TRUSS SPANS . AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING ,@ 3" SET IT 15 NOT ACCEPTABLE TO BRACING o 48" OF BOTT. WIDTH, (2) CRIPPLES 4 (I) KING 15 O.G. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER , THE FOLLOUJINCs "J" BOLTS GAN BE REPLACED U)ITN 71-4E GOiRRESPONDINCx r30L7S. O.G. ON TOP OF CHORD FOR 4 REQUIRED ON EACH SIDE OF THE OPENING WITHOUT WRITTEN PERM15510N FROM THE TRUSS SPANS Eo WHEN TH'" TOP PLATE IS THE REV=RSE 15 Ne -)7 APPLIGABL E FOR FRAME TO 51_AB APPI IGATION ONLY TYPICAL N n I1 INC 5(SHEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" 1/2" x 8" NAIL I 5HEATHING 15OUNDARY EDGE I FIELD ROOF 0.131 x 2 1/2" R.5, I RING SHANK 1/16" 1 4" 6" 6" WALL 0.131 x 3" COMMON I COMMON 1/16" 1 3" 4" 6" FLOOR 0.131 x 3 I/2" COMMON I COMMON 3/4' T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 5) RIDGE OR HIP. lo 12" OR LE53 USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. F OTT. CHORD WOOD TRUSSES ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS FOR 4 TRUSS • NOTE :THE STRENC-sTN OF THE CONCRETE SHOULD E3E MIN, 25s�sa PSI, SUE3S71TUTION SPANS 2-166 9 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS SHOWN AT THAT LOCATIONS ARE NOT TRUSS JOINT ARE REQUIRED ON EACH SIDE OF PROVIDE NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS UJITN EXPANSION 5OLT5 IS NOT PERMITTEED. ATTACHED W/ 2X4 BLOCKING THE HEADER. DOUBLE SILL AT SHALL APPLY, AND ANY TRU55FOUNDATION PAC -;E TAKE5 PRECEDENCE. 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING • GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.5. @ EA. TRUSS 3 1/2" R.S. CRIPPLES VOR KINGS MADE ON 2", TYP. SHALL ATTACH DIRECTLY TO HEADER. • ALL OTHER DOLT OPTIONS MUST BE REQ/IEUJED 4 4PP120VEED BY E.O.R. IN UJIRRITING, 1/2" GYP, ON 16-24" O.G. WOOD STUD WALL5 AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. 511'11-50 ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS S 1" O.G. ALONG ALL 5UPPORT6, MIN. END SIMP50N A34 L530 O (ON SECOND FLOOR) FOR ROUGH 1/2" HIGH CONNECTOR EQ., TYP OPENINGS UNDER 5'-0" ONLY (U 51MPSON STRENGTH OR W/4 -8d X 1 1/2" (ON CONC. SLAB) 51MP5ON HTT4 G616 SPAN FLOOR SYS. 5/8" GYP. INTO BLOCKING W/ (U 5/0"x8" ATR IN 6IMP50N SET BLOCKING/RUNNERS BELOW MASONRY WALL 14ETA 12 0 24"O.C. 4 4-86 X 1 I/2" EPDXY 4 ll8) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUEN 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-011LL ONLY ROpIMF50SET NN WALLS WITH NO UPLIFT, STRAPPING MAY BE 5IMP60N SET EPDXY 4 (18) lad NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM60 IF FILLED CELL OCCURS BELOW "J" BOL TS TITEN HD BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.G. ALONG EDGE AND 12" O.G. IN FIELD AT INTERMEDIATE 5UPPORT5, MIN. • 5/8" GYP, ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS v 1" 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.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. E Ext. Wall Con. Non�Load Br"1. Location J Typ. Header Detail o T ical Nailin Scheduled Floor, Roof, Wall S 2 SCALE: NTS $-2 SCALE: NTS S 2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15GREPANGIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON GOMPLETION OF THE PROJECT. USE OR GOPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS 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 5PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD E3E READ CAREFULLY FOR ADDITIONAL GONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o p o H?O� wOUlWV` o � LLi Z n WmW'= ''o°=a a wI,— 2 �p>N W z U ok WV LLoV QZ � w fV wZC7Y.o� pr 0z N m 00 = z a� U _�� ZW0 Oxzw LU cc p o zLU Lu U w z i 0 t J Lw z LU Lt - Cc I' I' >V V(7 wl7�wj -J waQ �'wz>l�- < Z ,z W 'J J H W S NCC w LU =aO m CLw�t~L N v p aLi U m --, c) rn Ch Ln W Z = mma- m N N 1� Q d' Lii - 00 J [ZLU p 00 m w N cr o®r U' z >L i Z X ro O W U 00 U LL Q ,X Z CL \a 0 CD 9•e i' �d�y 9 ffi rvo Adl q� H LLI DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: SEE TABLE FOR NAILING \\\ @ 0.131 x 3" COMMON / 4 �4r o� 8'-o M/N. 16" o.c. SCHEDULE Q SPLICE 4-0.131 x / 3 1/2" COM. DOUBLE TOP PRE -ENG WOOD TRUSS (TYF) 4-0.131 x 3 PLATT= APA RATED COMMON 0101 3-0.131 x 3" COMMON \ SHEATHING. SEE EA. SIDE OF JOINT 4 0131 x 3 0.131 X 3 DOUBLE STUD " TABLE FOR COMMON NAILING SCHEDULE r 010101 STUDS S 16o.c. IQ oc PT BOTT. ATTACHMENT. U.N.O. 4 ° 2-0.131 x 3" PLATE (1) 5IMP50N L6TA12 // p °� STRAP 48" O.G. „ 3 COMMON 2-0.131 x TRUSS 2x4 BLOCKING (1) 51MPSON LSTAI2 1/2 CEILING GYP BD W/ 5d / / 3 1/2 COM. 11 2-0.131 x 3 1/2" (TYP) OQ C(1) SIMPSON L7A2 BOTTOM ATTACHE[) W/ COOLER NAILS iM. (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA „ 48" O.G. ATTACHED CHORD 1/2" TOENAILS 0.131 x 31/2" NAILS (4 BAY OR 8 Ft FROM 5 SEE TABLE BELOW DOUBLE 5TUD CONDITION I TO BOTTOM CHORD EACH END, v 6" O.G. MASONRY WALL) 1 FOR LAP&PUCE OF GABLE UNO. CONTINUOUS / I/2" GYP BD if NOTE: CROSS BRACING / 8 MASONRY WALL -----,4. REBAR ALL BLOCKING TO BE 2- 5-0131 x 31/2t' / CONTAIN KN CKOUT FLAT OR CATHEDRAL REPEATED 48" O.G. TYP. 3 fi0� �'� I°�iN(�� \� COM. Y 2^0.131 X 3 a I r/// RIDGE BEAM TO CLEAT W/ I / i P7 BOTT. PLATE CURSE -- E EX ended BlockingInformation Diagram S 3 SCALE: NTS 3 2x4 16" o.c. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) / 9'-0" �V UL C.VI"I. \ DOUBLE TOP PLATE 0.131 x 3 1/2" COM. a 16 " O.C. 30.1�M1x 3 P g o �-2 -0.131 x 3 1/2 COM. 2 NAILING 0 SPLICE LAPSPLICE NAILING a 5PLIGE ALL OTHER NAILING 36 2-ROUJ5 0.131 x 3" 3 O/C 0.131 x 3"� 8 0/C a I r/// RIDGE BEAM TO CLEAT W/ I / i P7 BOTT. PLATE CONTINUE SHEATHING BELOW yr 1 HIZ 1 yr r -L AA I >r C.CIN I mrrr! CONVENTIONAL FRMG 'a ATTACkIED AT CORNER. MAY BE 2x4 "T" BRAG STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING, OR L6TAI2 PREFAB ROOF PARTIALLY ENCLOSE[) SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: TRUSSES ENTRYWAYS 4 PORCHES 0.131 x 3" COMM, ,@ I� o.c. 24" O,G. - PSP'N58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY / PRE-ENGINEERED OVERLAP TRUSS BRACING - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 1611 �OTE5: LEAST ONE TRUSS SPACE 4'-0" 4'-0" WOOD TRUSSES 1201 6" OVERLAP 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 50112" O.G. 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.G. MAX. SECTION 51ZE SHALL 4-16d COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 7 O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-801 COM. SIMPSON SPH4/6/8 EACH END (U.N.O.)EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X18 UNL OTHERWISE, NOT D A R SIMP00 FROM OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-O" ---- 2X6 15'-0" TO 18'-0" - -- 2X12 2-2"x4" W/1/2" PLYWD. MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'& UNSPECIFIED FRAME PLATE F Gable Diaphragm Bide Wall MAYBE TURNED S-3 (For Illustration only) SCALE: NTS 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWISE 50 NO C©NNECTIIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. SPACER 15 NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT 5NALL BE A #2 50UTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �16d COM. 8" o.c. 0.131"X3-1/2" END COM. � 8" O.G. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS 9 EACH TRUSS USING (14) 10d NAIL&. INSTALL THE 1001 COM. 0 12" o.c. NAILS OR TOENAILS. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A POLE INTO THE SHEATHING � EACH SIDE OF TRU55 4 THREADING 4-1601 COM. SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS o THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. $A SIMPSON MSTCM 60 FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR 51MP60N NTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG SIMPSON HT520 W/ ( 20) 10d AN NTT4 WHERE LOCATION 5/8" DIA A.B. 1'4' NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) led NAILS FOR 2x6 ALIGNS WITH A FILLED MINIMUM (2) 0.131 x 3 1/2" MINIMUM I"X4" TRUSS M,4X RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" CELL. PER JOINT BRACING APA RATED SHEATHING. o RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULE TRU&SES 10 24" O.G. TABLE FOR ATTACHMENT. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 1001 General Wood Attachment Details NAILS INTO RIDGE BEAM 4 (i) 1001 x 1 1/2° NAILS INTO 2x12 RAFTERS. USE (8) IOd 4 (6) 1001 P 4 6TUP CORNER q toss Bracing Overlap Detail UN.°. /2 CEILING N GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) IOd x 1 1/2" FOR 2X8 S_3 SCALE: NTS r COOLER NAILS 7 O.G. OR EQUAL, RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 1001 x 1 1/2 FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" oTRAPPING INFORMATION S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED 70 RIDGE Ft FROM MASONRY WALL) (U 51MP50N LSTAI2 BEAM W/ (8) 10d NAILS. STRAP 48" O.C. 11 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR ��q► (1) SIMP5ON PET420 INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT VOLUME ® SEE FLOOR PLAN FOR 5EE 2x4 BLCKING ATTACHED W/ (2) AREA m� ..• LENGTH 4 WIDTH 48" O.C. ATTACHE[) TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORD. DBI TOP PLATE BOTTOM CHORD OF BLOCKING UNO. , FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valley Bet Attachment Detail (1) M5TA30 AT EVERY ;•, NGINEERE OTHER STUD (32" O.G. m� 0.131 x 3 I/2 R.&. NAILS � 12 I/2 GYP BD FLAT OR CATHEDRAL S-3 SCALE: NTS PRE -ENGINEERS PRE -ENGINEERE MAX.) FROM UPPER STUD O.G. ALL-AROUND 8" MA50NRY WALL W/() #5 WOOD ROOF WOOD ROOF TRUSSES 9,3 REBAR CONT. IN r TO LOWER TOP PLATE, m KNOCKOUT COURSE NOTE: CROSS BRACING 4 WRAP TOP PLATE AS WALL SHEATHING INSTALL SIMPSON LU524 ALL BLOCKING TO BE STUDS LL INTERIOR NEEDED FOR FULL NAILED PER STUDS MIN. MIN. EA. SIDE OF THE VOLUMEO'lS-2PLYWOOD"' � ' ••o< ALL RAFTERS SHALL BE #2 TO EXTEND TO NAILING. IF STUDS ALIGN, REPEATED 48" O.G. TYP. 16" O.G. CEILING JOISTS. JOI&TS SOUTHERN YELLOW PINE 0 24" BOTTOM OF WALL INSTALL (1) AREA STRAP SHALL EXTEND' d DBL 2X4 TO BE PER NOTE 1 � PLATE CONT. oil o O.C. MAX. SECTION SIZE SHALL M&TAM24 A7 EMERY STUD (16 STRAP -EACH FROM UPPER STUD TO 8 -0 (MAX.) G TYP. Masonr Gable End BE DETERMINED ACCORDING O.G. MAX.)jo TRU55 (SEE LOWER STUD. W/ SIMPSON TO THE LENGTH OF SPAN A5 cMBcD STRAP PLAN) } HT520 @ 32" S 3 SCALE: NTS AT EACH TRUSS O.C. OR C516 FOLLOWS: S Extended Bottom Chord Attachment Details 2x4 WD CONN, w TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 S 3 SCALE: NTS 16" O.C. STUDS BELOW 4'-0" TO V-0 ---- 2X6 SADDLE ATTACH THE CEILING FRAME `n SEE NAILING APA RATED SHEATHING. SEE NAILING 8'-0" TO 12'-0" ---- 2X8 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. UN.O. WITH (4) 0.131 X 3-1/2" NAILS 12'-0" TO 15'-0" ---- 2XIO CUT OUTSIDE EDGE ATTACHMENTS TO EA. STUD ALL AROUND PLUMB TO ALLOW PERIMETER. IF ABUTTING 15'-0" TO 16-0" ---- 2X12 NOTES: SOLID CONNECTION C5 16 TOP MASONRY USE P.T. SYP #2 1. ADJACENT NAILS ARE w/ SHEATHING FASTEN CHORD TO 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" ATTACHED W/(4) 0.131 x MASONRY W/ I/4" DIA. X 3" SIDES OF THE COLUMN 3 1/2" NAILS TAPCON5 6" O.G. MAX. NOTES : 2. ALL NAILS PENETRATE / BLOCKING w 1/4" x EA. SHEATHING. 5EE M4X INTERSECTING LEAST 3/4 OF THE 5" WOOD SCREWS 4" CORNER NAILING SCHEDULE BLCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST O.G. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION TRUSSES � 24: O.C. ATTACHMENT. U.N.O. APPROVED PL ANS FOR SHEATHING 3. FOR 4 -PLY, PROVIDE I/4° ` (1) SIMPSON LSTA12 1/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 5 I/2" LAG = EACH END OF "I " 56 COOLER NAILS 7 O.C. 3, WHEN INSTALLING 5IMP50N PRODUCTS REFER SCREWS OR EQUAL = 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM TO SIMP&0N'5 INSTRUCTIONS 4 (SPACE AS SHOWN FOR RCF SHEATHING FRAMING w 4-0.131 x 3 1/2" AREA (4 BAY OR 8 Ft 6PECIFICATION5. 3 -PLY) NAILS EACH END FROM MASONRY WALL)4. ALL LEDGER5 TO BE 2X 5YP #2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4" 2x4, 2x6, OR 2x8 M T . Frame Down C1g. DEPTH AS RAFTERS (PT AT MASONRY DIA, X 7 LAG SCREWS ' O.G. SEE FLOORCONTACT). OR EQUAL (SPACE AS PLAN FOR 51ZING OF PRE-ENGINEERED S 3 SCALE: NTS - 1 SHOWN FOR 3 -PLY) g Fire lace Chase Detail STUDS TRUSSES 1@ 24" O.G.FLAT S-3 SCALE: NTS 2x BLOCKING ALL OR CATHEDRAL 5. REFER TO NDI SECTION 1 ¢� 15.3 FOR ADDITIONAL SHEATHING SEAMS, -�(1) 5IMP50N H1OA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: GRO55 BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. TYP. Frame Wall Gable End REPEATED 48" O.G. TYP. ENGINEERING U.N.O. H S-3 SCALE: NTS M,4X APA RATED PRE-ENGINEERED ED APA RATED SHEATHING. SEE NAILING SHEATHING. SEE TRU&SE& � 24" x UNBRACE WALL HEIGHT APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (4) 1601 TOENAILS EACH SIDE \\\\��_ Vw 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) lod NAILS EA END 2x4 16" o.c. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) ��" 4 5T�� CORNERSINGLE 5TIJ[D CONDITION MPSON � NG THE EXTERIORU5IDEG ALONG 9'-0" LAPSPLICE NAILING 0 SPLICE ALL OTHER NAILING 24" V, O/C 0.131 x 3 0.131 x 3" o 8" 0/C CONTINUE SHEATHING BELOW yr 1 HIZ 1 yr r -L AA I >r C.CIN I mrrr! CONVENTIONAL FRMG 'a ATTACkIED AT CORNER. MAY BE 2x4 "T" BRAG STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING, OR L6TAI2 PREFAB ROOF PARTIALLY ENCLOSE[) SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: TRUSSES ENTRYWAYS 4 PORCHES 0.131 x 3" COMM, ,@ I� o.c. 24" O,G. - PSP'N58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY / PRE-ENGINEERED OVERLAP TRUSS BRACING - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 1611 �OTE5: LEAST ONE TRUSS SPACE 4'-0" 4'-0" WOOD TRUSSES 1201 6" OVERLAP 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 50112" O.G. 1. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.G. MAX. SECTION 51ZE SHALL 4-16d COM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 7 O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-801 COM. SIMPSON SPH4/6/8 EACH END (U.N.O.)EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X18 UNL OTHERWISE, NOT D A R SIMP00 FROM OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-O" ---- 2X6 15'-0" TO 18'-0" - -- 2X12 2-2"x4" W/1/2" PLYWD. MINIMUM ALL STUD TO TOP 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'& UNSPECIFIED FRAME PLATE F Gable Diaphragm Bide Wall MAYBE TURNED S-3 (For Illustration only) SCALE: NTS 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWISE 50 NO C©NNECTIIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. SPACER 15 NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT 5NALL BE A #2 50UTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �16d COM. 8" o.c. 0.131"X3-1/2" END COM. � 8" O.G. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS 9 EACH TRUSS USING (14) 10d NAIL&. INSTALL THE 1001 COM. 0 12" o.c. NAILS OR TOENAILS. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A POLE INTO THE SHEATHING � EACH SIDE OF TRU55 4 THREADING 4-1601 COM. SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS o THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. $A SIMPSON MSTCM 60 FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR 51MP60N NTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG SIMPSON HT520 W/ ( 20) 10d AN NTT4 WHERE LOCATION 5/8" DIA A.B. 1'4' NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) led NAILS FOR 2x6 ALIGNS WITH A FILLED MINIMUM (2) 0.131 x 3 1/2" MINIMUM I"X4" TRUSS M,4X RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" CELL. PER JOINT BRACING APA RATED SHEATHING. o RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULE TRU&SES 10 24" O.G. TABLE FOR ATTACHMENT. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 1001 General Wood Attachment Details NAILS INTO RIDGE BEAM 4 (i) 1001 x 1 1/2° NAILS INTO 2x12 RAFTERS. USE (8) IOd 4 (6) 1001 P 4 6TUP CORNER q toss Bracing Overlap Detail UN.°. /2 CEILING N GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) IOd x 1 1/2" FOR 2X8 S_3 SCALE: NTS r COOLER NAILS 7 O.G. OR EQUAL, RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 1001 x 1 1/2 FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" oTRAPPING INFORMATION S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED 70 RIDGE Ft FROM MASONRY WALL) (U 51MP50N LSTAI2 BEAM W/ (8) 10d NAILS. STRAP 48" O.C. 11 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR ��q► (1) SIMP5ON PET420 INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT VOLUME ® SEE FLOOR PLAN FOR 5EE 2x4 BLCKING ATTACHED W/ (2) AREA m� ..• LENGTH 4 WIDTH 48" O.C. ATTACHE[) TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORD. DBI TOP PLATE BOTTOM CHORD OF BLOCKING UNO. , FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valley Bet Attachment Detail (1) M5TA30 AT EVERY ;•, NGINEERE OTHER STUD (32" O.G. m� 0.131 x 3 I/2 R.&. NAILS � 12 I/2 GYP BD FLAT OR CATHEDRAL S-3 SCALE: NTS PRE -ENGINEERS PRE -ENGINEERE MAX.) FROM UPPER STUD O.G. ALL-AROUND 8" MA50NRY WALL W/() #5 WOOD ROOF WOOD ROOF TRUSSES 9,3 REBAR CONT. IN r TO LOWER TOP PLATE, m KNOCKOUT COURSE NOTE: CROSS BRACING 4 WRAP TOP PLATE AS WALL SHEATHING INSTALL SIMPSON LU524 ALL BLOCKING TO BE STUDS LL INTERIOR NEEDED FOR FULL NAILED PER STUDS MIN. MIN. EA. SIDE OF THE VOLUMEO'lS-2PLYWOOD"' � ' ••o< ALL RAFTERS SHALL BE #2 TO EXTEND TO NAILING. IF STUDS ALIGN, REPEATED 48" O.G. TYP. 16" O.G. CEILING JOISTS. JOI&TS SOUTHERN YELLOW PINE 0 24" BOTTOM OF WALL INSTALL (1) AREA STRAP SHALL EXTEND' d DBL 2X4 TO BE PER NOTE 1 � PLATE CONT. oil o O.C. MAX. SECTION SIZE SHALL M&TAM24 A7 EMERY STUD (16 STRAP -EACH FROM UPPER STUD TO 8 -0 (MAX.) G TYP. Masonr Gable End BE DETERMINED ACCORDING O.G. MAX.)jo TRU55 (SEE LOWER STUD. W/ SIMPSON TO THE LENGTH OF SPAN A5 cMBcD STRAP PLAN) } HT520 @ 32" S 3 SCALE: NTS AT EACH TRUSS O.C. OR C516 FOLLOWS: S Extended Bottom Chord Attachment Details 2x4 WD CONN, w TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 S 3 SCALE: NTS 16" O.C. STUDS BELOW 4'-0" TO V-0 ---- 2X6 SADDLE ATTACH THE CEILING FRAME `n SEE NAILING APA RATED SHEATHING. SEE NAILING 8'-0" TO 12'-0" ---- 2X8 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. UN.O. WITH (4) 0.131 X 3-1/2" NAILS 12'-0" TO 15'-0" ---- 2XIO CUT OUTSIDE EDGE ATTACHMENTS TO EA. STUD ALL AROUND PLUMB TO ALLOW PERIMETER. IF ABUTTING 15'-0" TO 16-0" ---- 2X12 NOTES: SOLID CONNECTION C5 16 TOP MASONRY USE P.T. SYP #2 1. ADJACENT NAILS ARE w/ SHEATHING FASTEN CHORD TO 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" ATTACHED W/(4) 0.131 x MASONRY W/ I/4" DIA. X 3" SIDES OF THE COLUMN 3 1/2" NAILS TAPCON5 6" O.G. MAX. NOTES : 2. ALL NAILS PENETRATE / BLOCKING w 1/4" x EA. SHEATHING. 5EE M4X INTERSECTING LEAST 3/4 OF THE 5" WOOD SCREWS 4" CORNER NAILING SCHEDULE BLCKING 1. ALL CEILING FRAME TO BE AS PER TABLE THICKNESS OF THE LAST O.G. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION TRUSSES � 24: O.C. ATTACHMENT. U.N.O. APPROVED PL ANS FOR SHEATHING 3. FOR 4 -PLY, PROVIDE I/4° ` (1) SIMPSON LSTA12 1/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 5 I/2" LAG = EACH END OF "I " 56 COOLER NAILS 7 O.C. 3, WHEN INSTALLING 5IMP50N PRODUCTS REFER SCREWS OR EQUAL = 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM TO SIMP&0N'5 INSTRUCTIONS 4 (SPACE AS SHOWN FOR RCF SHEATHING FRAMING w 4-0.131 x 3 1/2" AREA (4 BAY OR 8 Ft 6PECIFICATION5. 3 -PLY) NAILS EACH END FROM MASONRY WALL)4. ALL LEDGER5 TO BE 2X 5YP #2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4" 2x4, 2x6, OR 2x8 M T . Frame Down C1g. DEPTH AS RAFTERS (PT AT MASONRY DIA, X 7 LAG SCREWS ' O.G. SEE FLOORCONTACT). OR EQUAL (SPACE AS PLAN FOR 51ZING OF PRE-ENGINEERED S 3 SCALE: NTS - 1 SHOWN FOR 3 -PLY) g Fire lace Chase Detail STUDS TRUSSES 1@ 24" O.G.FLAT S-3 SCALE: NTS 2x BLOCKING ALL OR CATHEDRAL 5. REFER TO NDI SECTION 1 ¢� 15.3 FOR ADDITIONAL SHEATHING SEAMS, -�(1) 5IMP50N H1OA OR HT516 USE EDGE NAILING SCHEDULE. NOTE: GRO55 BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. TYP. Frame Wall Gable End REPEATED 48" O.G. TYP. ENGINEERING U.N.O. H S-3 SCALE: NTS M,4X APA RATED PRE-ENGINEERED ED APA RATED SHEATHING. SEE NAILING SHEATHING. SEE TRU&SE& � 24" x UNBRACE WALL HEIGHT &YP S'-0" 2x4 16" o.c. 8'-8" 2x4 16" o.c. 9'-0" 2x4 16" o.c. 9'-4" 2x6 16" o.c. 10'-0" 2x6 16" o.c. ' TY PICAL AT ALL LOAD INFORMATION 12° BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." (2) 2"x L AMINATION& (3) 2"LAMINA ION& (4) 2"LAMINATINS ATH "LUMBER DEPTHS x x OTAC LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ SIMPSON 5DS25600 WOOD BE SUBSTITUTED FOR R.S. NAILS 0.131 x 3" R.S. NILS 6" SGREW5 STAGGERED o 6" ANY STUD WORK AT 16" STAGGERED Q 6" O.C. O.G. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (#2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MIN.)" OF THE COMPONENT COMPONENTS UNDER THAN COMPONENTS WIDER THAN 8" NAILING SCHEDULE O,G, SCHEDULE TABLE FOR ATTACHMENT. 8" USE (3) ROWS. USE (2) ROWS 6" O.C.. TABLE FOR o U.N.®. 142 m h MAX Ex C Enclosed Exterior Frame Wall Table A7TAGNMENT. U.N.O. SEE DETAIL A ON THIS SHEET NOTE: THREE OR DROPPED (TYP) MORE REPEATED GABLE END FOR IDENTICAL TRUSSES OUTRIGGER SHALL HAVE (I) SIMPSON�4DIAGONAL BRACES. 2x4 BLOCKING I/2" CEILING GYP BD W/ (AS REQUIRED BY LSTAI2 STRAP ATTAGNED W/ (2) 501 COOLER NAIL5 7 48" O.C. 0131 x 3 I/2" RS OC OR EQUAL BCSI) N •� Q T . Nailin Schedule for E5 inColumns& BEAMS S-3 SCALE: NTS S_3 WEB SCALE: NTS �OMPRE5510N SLOPING OR VERTICAL SEE EXPANDED WHEN TRU55 4 STUD ARE NOTE: CONTINUOUS 20'-0" 20'-0" BLOCKING ALIGNED 5IMP50N TWI5T 1 SEE TRUSS BOTTOM CORD STRAP TYPE CONNECTOR DIAGRAM ONTINUOU5 PERMANENT LATERAL (HT5/M75) MAY BE MANUFACTURER'S BRACING IX4 BRACE (CLE) NAILED TO TRUSS 4 STUD TRUSS ENGINEERING MIN. TOENAILS EACH DIAPHRAGM AREA (4 BELOW. NO 5PN4 I&WHEN STUD 15 GUT SHEETS FOR Z x ti END, UNO. BAY OR 8 Ft FROM NEEDED e THI5 STUD. ADDITIONAL _ HETA 2O 48" O.G. MASONRY WALL) NOT ALIGNED - x ATTACHED TO �1/2" GYP BD n -PERMANENT DIAGONAL BRACE NOTE: i �o WITH A TRUSS PERMANENT BRACING @ �' BOTTOM CHORD OF FLAT OR CATHEDRAL 1/2" CEILING NAILED TO OPPO&ITE SIDE OF WEB "AT 2x6 WALLS USE 5PH6 �° AND/OR WHEN GLB DIACzoNAL GABLE GYP5UM BD J TRUSS STRAP 1& THAT M`t' BE REOUIRED. @ p TO PRE TENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF BRACE A5 SHOULD BE REPEATED 5PN4 CONNECTORS SHOWN. ° °° ° ° NOT DIRECTLY 2. "T" BRACING MAi BE �® d , NOTE: GROSS BRACING 4 00 ATTACHED TO REQUIRED BY 8" GABLE WALL APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE 5PH8 USE D IN PLACE OF CONNECTORS IN LIEU OF &IMPSON &PH4 PERMANENT BRACING ALL BLOCKING TO BE STUD USE (1) BCSI W/(1) #5 REBAR DONT. REPEATED 48" O.C. TYP.fl\-Ix4 MIN. BRACING W/(3) 0.131 x SPH4 CONNECTORS SHOWN.OR &P2 PRO /IDED IT EXTENDS w _IN KNOCKOUT COURSE3 1/2" NAILS � INTERSECTING FOR WALLS LARGER THAN OVER � LEAST 91aio OF Q- Q � WEBS 2x8, USE SIMP&ON &Pl'S ON TYPICAL H10A CONFIGURATION, DO NOT NAIL THE UJEB f x e; EACH SIDE OF STUD TO THROUGH OTHER STRAPPING/CONNECTORS. - BOTTOM PLATE 4 & OF S5F:12'5 ON EACH SIDEE OF REFER TO CONNECTOR NOTES FOR FRAME TO <, � TRUSS CONNECTIONS. `• Gable Section - For Gable Less Than CLB Diagonal Brace 20 Max Intervals Detail STUD TO TOP PLATES. c� s-3 SCALE:NTS SCALE:NTS U.N.O. 4-®�uigh NOTE: SEE TRUSS LAYOUT BLEBOTRD ENE) ACa FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail R Gable & CI BracingDiagram 4'-0" O.G. MAX. OR FIRST STRAPPING REQUIRED S-3 SCALE: NTS 222 SCALE: NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 51 ANY YNORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANE), REGAR1;)LE55 OF HOYN MINOR, Y41THOUT YNRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXEGUTED FROM THESE PLANS YNITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 0 Z WOhujL{J LLQ W wu'O0 F=-~OQN m W - _ 3o=B D U U� W-o� W�oQ- w� U< ZO ✓ o w = N w Z � QV) oirH F�:Ez3* �- %' 170 w 00 = zz 0�w� z O-0 z =�Q=ZW O 0 ®' ,Yiw=w �w�OC2:: LL ZwrW LU .i ccE O LBW° �zC LL mU wl7z w -�� Q z 'Q LU cL2 Hw wF- cc CL 0oLio a qM m t9 Lr) w Z NM00 n -M N � Q � MMM UJr 00 M 'L N Z W 0400 nU J th z�®Q � w X M O L'1J L v r-+ V °° w J LL 9C <C Q 1�- Ln Q d Ii11/�0 .q s f � 0 0 LLM Ar �l DATE 03-001-18 SCALE NC7-ED DRAWN llK/PDK JOB - iheet content: Structural Details sheet number: \ DBL. 2 x 4 TOP PLATE SIMPSON 5PH4 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 50T. CORD OF TRUSS. 5IMP50N L5TA30 w/ 22 -10d NAILS e 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING e SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM Vol' MIN. A50VE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY GALLS. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXAG I SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALLS 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE SIMPSON 0516 OR SIMPSON M5TA36 o 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 #2 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRUSS JOIST (INSET) 2x4 FLATWISE VERT. BLOCKINE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 #2 SYP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRUSS LAYOUT FOR — STRAPPING INFORMATION 8" GONG, K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG. SILL 4" NIGH GONG. BLK.- 8" GMU PER ASTM -G 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER ASTM -C 210. 5/8" CEMENTITIOU FIN15H PER FBGR 103.1.2 a�A ELEVATIONS NOTE: "AT 2x6 WALLS USE SPH& CONNECTORS IN LIEU OF 51P144 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMF50N 51"1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES X24" O.G. MAX. 12 SEE ELE\ / INSULATION BAFFLE NSULATION PER COMMUNITY SPECS OR ENERGY GALGS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP TOP PLATE W/ SIMPSON 6PH4 /@ 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD 3/4" T4G GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE 5GHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES a 24" O.G. z� 7 J�—SIMP50N PETA20 @ 32" O.G. IF ATTACHED TO RIMJ0I5T5. 024" O.G. MAX IF ATTACHED TO FLOOR TRUSSES 1/2" CEILING GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER ,@ OPENING5 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CNEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK WINDOW 1/2" GYPSUM BOARD 4"GONG. SLAB, SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. r,--jypical Two Story wall Section S 4 SCALE:NTS \ D5L. 2 x 4 TOP PLATE SIMPSON 5PH4 1@ EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/1/0" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-#5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRAGED LENGTH OF MASONRY WALL TOP) IS LE65— THAN OR EQUAL TO 6'-6" AND DOUBLE COURSE SHOWN IS NOT NOTED AT THE FLOOR PLAN, IT IS ACCEPTABLE TO USE A SINGLE K0 BLOCK COURSE WITH 2-#5 BARS DONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THIS DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" GONG. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PSI) W/ 2 - '5 REBAR CONT. HORIZ. MIN. LAP � 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG. SILL 4" HIGH GONG. BLK.- 8" CMU PER ASTM -C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER F5CR 103.1.2 SEE ELEVATION PAGES FOR ROOF COVERING 4 SHEATHING DETAIL M ELEVATI SEE ELE ENGINEERED ROOF TRUSSES @24" O.G. MAX. 12 INSULATION BAFFLE NNLATION PER COMMUNITY SECS OR ENERGY CALLS 1/i" GYPSUM CEILING BOARD HIQRRIGANE ANCHOR @ EACH TF,,USS SEE TRUSS LAYOUT FOR 5�RAPPING INFORMATION DI L . 2 x 8 SYP TOP PLATE W/ 51 IP50N SPHB �@ 16" O.C. EACH STUD (12) 10d NAILS EACH. G IrP. BOARD OW SILL CAULK'a WINDOW 2 Ix 8 SILL 2`k FRAME WALL SEE TABLE h ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 5" "J" BOLTS 4 WASHERS W/ 5" IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP50N 5PH8 2x8 PT SOLE PLATE IX P.T. FURRING NORIL I x 6 P.T. CURTAIN NAILER t3 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CHEDULE 1 x P.T. BUCK STRIP WINDOW SILL CAULK /@ WINDOW 1/2" GYPSUM BOARD 4"GONG, SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. r Typical Two Story wall Section $-4 w/O Floor System ! SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISGREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THE5E PLANS, THEY 5HOUL12 BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 a 0 1— Z LU V) U LAA W CC UJ 0ulZ 21-ZZ� ujm9 t-- F- O Qo- �LLzO - n U rA w~O� �y wZo LJJ = N -� w=vu0 7Z0a �z D 2W � =�zz O�zaaw (---,- V) M w 00 z=m°oz CC Z ¢a°2 w =zwW =��=zW O —� � LCL UJN u W 50 �' QF-' W o_o 3 1w w��0 ®u. LL Vuj u Za�VL W xz z Z —zvLN z m o w?-�= Q Lu a Q cc J F=Lb=wF- W = om aQ�Q V1 V um (� Ln w M n- M t!lr0N Qp J 00 Lu N 00 M w N m,sa�r o , r, �_ uj od °N° oa* t9 zr,¢ Y w Z X M0 � uj EDV_j 00 D LLJ F- X QLu Q � N Z Q � ro a. i\ >O� Lj ;1 il's �l ° L y.- ' Q a ULM till DATE D3-�8-18 SCALE NOTED DRAWN MK/r�DK JOB Sheet content: Structural Details Sheet number: f L s ATTACH TRUSSES PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. AND ATTAGN WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF SEGMENT FULL DEPTH BLOCKING SHEATHING EDGES w/ (3) 0.131"6-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5 -I. SIMPSON 1474 OR---\\ EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 51MP50N SET EPDXY OR EQUAL WITH o" MIN EMBEDMENT, IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PLAN pOH. LE TSTUDO RADETE SET. 5YP) CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES DECKING WORK. THESE PLANS ARE THE PROPERTY OF NOTE: RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE "AT 2xo WALLS USE SPHo WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN6, LLG, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING @ 48" O/C RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, 5PN4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL -2ND FLOOR FRAMING SPEGIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY AT 2x8 WALLS USE 5FH8 FROM EA. END. (TTP) TOP 4 BOTTOM BY NEW CODE UPDATES CONNECTORS IN LIEU OF 51MF50N 5PH4 TO EA. DBL 2x S.T.P. TOP PLATE GHORD ATTACHED W/ (2) 0.131" X 3 1/2" 51MF50N C516 OR MSTAYo STRAP ADDED 142 MPH SHEETS 5PH4 CONNECTORS SHOWN. STUD WITH 12-I06 x I I/2 COMMON TOE NAILS 0 32" O.G., EVERT OTHER ADDED 160 MPH SHEETS FOR WALLS LARGER THANNAILS. EACH STUD GEN NOTE REVISED 2xa, USE SIMP50N 5P1'5 ON REVISIONS ADDED CROSS STRAPPING DET'L EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N FOLLOW TABLE BELOWL LU o z 0 Hz2Z w0<LUa �wL�L.O =�ZZJ f_ F 0 < - 3o=0 51=2'5 ON EACH SIDE OF FOR APPROPRIATE OOR JOIST -SEE FRAMING PLAN LU -OF- WLLZOQLn wZo� STUD TO TOP PLATES. U.N.O." SPACING 4 SIZE OF w0UwZ0 2oc~ ~�cc�az w 0000 z,m° 0 Z w z WALL STUDS. STUDS WEEP SCREED INSTAILED PER W 7 rLw=w w�wO�OF- ILL SHALL BE INSTALLED a F><l MANUF. !t_ U=Z Zzzvi vii w MAX. lo" O.G., SEE r v w l7 w z w4- Q ,LN,- c W N'/S-3 51MF50N HETA20 32" O.G. MAX. 0 LU 2x4 5.T.P. 02 RIBBON 2"X4" GRO55 BRACE M W/4 -10d o EA. FLOOR e 48" O/C FOR THE Ln TRUSS. IST T -O" OF END WALL c- M 00 W/ (4) 0.131X3 1/2" @ EA. END w cJ du V) 2 '1 ; CSIo OR M5TA 3o 9 INTO 2X4 BLOCKING �_ -u zLLr, 32"O.C. (30" LONG) o Z Xm O ® cr- UjirfU 00 FROM EA. STUD TO X Q ~ Q ui Z (2X12) WOOD BLOCK OR 0 c FLOOR JOIST DECKING 3-0.131 x 3 1/2" EA. ck �S 2x12 STP WOOD BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING o �® FLOOR JOIST WITH 5-lod� 32" O.C. ON THE 48" O/C FOR THE FIRST 2ND FLOOR FRAMING V-0" OF END WALL FROM LL MOO LLM TOENAILS, INSIDE FADE OF 2x12 INSIDE EA. END. (TTP) TOP 4 SIMPSON C510 OR MST436 OR LOL BOTTOM CHORD ATTAGNED EQUAL AT EACH STUD, TO STUD �l W/ (3) 0.131 X 3" TOE NAILS (A5OVE/E3ELOW), FLOOR JOIST, OR NOTE: BLOCKING. DATE p�3-27-l8 SEE 'N'/5-3 FOR STUD INFORMATION DRAWN MK/PDK JOB - �LOOR JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR 1 ATTACH TRUSSES PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. AND ATTAGN WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF SEGMENT FULL DEPTH BLOCKING SHEATHING EDGES w/ (3) 0.131"6-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5 -I. SIMPSON 1474 OR---\\ EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 51MP50N SET EPDXY OR EQUAL WITH o" MIN EMBEDMENT, IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PLAN pOH. LE TSTUDO RADETE SET. 5YP) CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF 2x STUDS RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE&ARDLE5S OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN6, LLG, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND SPEGIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK LU o z 0 Hz2Z w0<LUa �wL�L.O =�ZZJ f_ F 0 < - 3o=0 a GiF-P WQ,Or�n LU -OF- WLLZOQLn wZo� rl y cV B ALT. FraIU/ Masonr Connection $-5 SCALE: NTS NOTE: AIDED 2X4 BLOCKING e M5TA3o OR G51ro OR NOTE: 2"X4" CROS5 BRACE HETA20 WHICH IS NOT "AT 2xo WALLS USE 5FHo a 48" O/C FOR THE ALIGNED W/ TRU55 VERT. CONNECTORS IN LIEU OF IST T-0" OF END WALL WE3 USING 2-0.131" X 3 1/2" SPH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" @ EA. END TOENAILS @ EA. END. AT 2x8 WALLS USE 5PH8 INTO 2"X4" BLOCKING ICONNECTORS IN LIEU OF INSTALL slMPsoN c510 CROSS STRAPS WITH (1) SPN4 CONNECTORS SHOWN. 0.131"x3-1/2" NAIL AT EAG FOR WALLS LARGER THAN PASSING STUD AND 2x8, USE 51MF50N SPI'5 ON BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD TO MINIMUM AT EACH END TC BOTTOM PLATE 4 51MF50N TOP AND 50TTOM5F25 ON EACH SIDE OF <9,0„ PLATES/END STUDS. STUD TO TOP PLATES. U.N.O.° FLOOR = STRAPS SHOULD BE �- DIAGONAL AND AT 45 51MPSON SPH4 TO 2"x4" PANEL BLOCKING I@48" O.G. FO JOIST � THE FIRST T -O" OF END WALL FROM EA. z DEGREES OR LE56 IN EA. STUD TOP — (TYP) END. (TTP) TOP kn RELATION TO BOTTOM OF WALL. BOTTOM CHORD LU HORIZONTAL. TYPICAL. ATTACHED W/ (2) lod TOE NAILS. I/2" DIA NUT Z W/ MIN. W/4" *_* WHEN CROSS BRACE ANGLE DIA x 1/0" WASHER GREATER THAN 45° EXTEND PANELr U I/2" DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD IS OVER A 1/2" DIA/r' DIA SPACING 4 51ZE OF VOID SPACE, ANCHOR BOLT COUPLING WALL STUDS. STUDS JOINT INSTALL SOLID 2X 514ALL BE INSTALLED BLOCKING BELOW. A.B. EXTENSION DETAIL MAX. lo" O.G. o COUPLER NUT TYP. DIA. 1/2" J -BOLTS 2"x4" CROSS BRACE e 48" O.C. FOR OR WITH SIMFSON THE 1st T -O" OF END WALL W/ (2) 10dx3" •` 5ET EPDXY, 5 }"`° o EA. END INTO 2x4 BLOCKING. AT GRO55 STRAPPED " 2X4 RIBBON* EMBEDMENT � 24 (ANGLE NOT TO EXCEED 45°) SEE WHEN SEGMENT, IF GYMWAL50ARDEA. TRUSS WHEN ANGLE fS GREATER THAN 45 DISTANCE IS I®y ATTAGN WIT6D COOLER *** NAILS AT T O.G. OR #6 X CROSS BRACE e 48" O.G. FOR THE let LE55 THAN T-0" •Oi, GMU WALL SEE 772X BOTTOM PLATE WITH(4) 1-1/4" SCREWS �" O.G. 4'-0" OF END WALL. I@ THE FIRST BAY FLOOR TRU5SE5 FLOOR PLAN FOR NAILS AT EACH PASSING ALONG EDGES AND 12" O.G. TYP. MORE INFO. TRU55 OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRUSS/RIM J015T GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE 5GHEDULE AT 0/52. 0.131"x3-1/2" MIN. TYPICAL. SEE N75-3 FOR STUD INFORMATION 51MP50N A35 ANGLE REFER TO TYPICAL 2-5TOR W/ 12-8dX 1 I/2" WALL SECTION FOR INFORMATION NOT SHOWN NAILS EA. STUD TO TOP CHORD Cross Stra in Detail ALT. Frame/Masonr Connection #2 /,'-EFloor Truss Parallel To Brg. Wall A S 5 SCALE: NTS 2X4 BEARING S S SCALE: NTS $ 5 SCA E: NT WALL W/ STUDS O.G. l/lo APA RATED WOOD SHEATHING 5IMP50N 5PH4 EA. STUD NOTE: NOTE: "AT 2xo WALLS USE SPHo "AT 2xo WALLS USE SFHo CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF PRE-ENGINEERED PRE-ENGINEERED 5FH4 CONNECTORS SHOWN. TRU55E5 1@24" O.G. 5PN4 CONNECTORS SHOWN. TRU55E5 @24" O.G. FLOOR J016T ROOF TRU55ES AT 2x8 WALLS USE SFHB AT 2x8 WALLS USE SFHB CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 16FH4 CONNECTORS SHOWN yyW SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THANINSULATION PER ENERGY CALC5 FOR WALLS LARGER THAN INSULATION PER EVER(aT GALES 2x8, USE SIMF50N 5PI'5 ON 2x8, USE 51MF50N 5FI'5 ON CEILING BOARD PER EACH 51DE OF STUD TO EACH SIDE O STUD TO 1/2" GYPSUM CEILING BOARD ARCH. PLANS BOTTOM PLATE 4 51MF50N 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 51MF50N SFTS ON EACH SIDE OF HURRICANE ANCHOR a EACH TRUSS 5F2'5 ON EACH SIDE OF HURRICANE ANCHOR o EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION NTSIo W/ 16-10d 2X4 BLOCKING W/ NOTE: 3-0.131 x 3 1/2" R.5. "AT 2xo WALLS USE SPHo DBL, 2X TOP PLATE DBL. 2X TOP ELATE EA. TRUSS TO TOENAILo CONNECTORS IN LIEU OF 2x4 SOLE PLATE SPN4 EA. STUD 2x4 SOLE PLATE SPN4 EA. STUD BOTTOM PLATE HANGER PER TRU55 PRE-ENGINEERED 5PN4 CONNECTORS SHOWN. PROVIDE (2) Iod PROVIDE (2) 10d I/2 GYPSUM n GIRDER AT 2x8 WALLS USE SPHS COM @ EACH TRUSS I/2" GYPSUM COM '� EACH TRUSS ' MANUF�cruRER CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. � / MIN (22) 106 Floor Truss To Girder Connection 51MPSON GS,o W/ MIN (22) 10) COMMONS C510 W FOR WALLS URGER THAN 3/4" T4G GLUED W/ GONSTR. ADHESIVE 3/4" T4G GLUED W/ CONSTR. ADHESIVE i H COMMONS (12 MIN. EACH END) COMMONS ll2 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "O" 2x8, USE 5IMFI50N 5PI'S ON NAILED SEE SCHEDULE DETAIL O 11050 MAX @ 24" Off`. MAX OR S 5 SCALE: NTS EACH SIDE OF STUD TO 1105 MAX 24 O.G. MAX OR ON SHEET S-2 BOTTOM PLATE SIMPSON EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP ON SHEET -2 SP2'5 ON EACH SIDE OF PLATE (IST FL R) PRE ENGINEERED WOOD PLATE LIST FLR) PRE ENGINEERED WOOD EXTEND 5HEATHING TO STUD TO TOP PLATES. FLOOR TRUSSES @ 24" O.G. FLOOR TRU55E5 Q 24" O.G. 2nd FLOOR OF BEAM OR U.N.O." 2x4 *12 5YP RIM w/ (3) 2x4 #2 STP RIM w/ (3) WALL GIRDER lod NAILS EA. TRUSS lod NAILS EA. TRUSS JOIST (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL IW1 PROVIDE (3) 0.131 X 51MP60N MT510 STUDS � 10 O.C. 3-1/2" TOE NAILS AT " EACH FLOOR TRUSS FLOOR TRUSS TO WALL I/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - PRE-ENGINEERE -I/lo APA RATED FRE -ENGINEERED BELOW FLOOR TRUSS — WOOD sHEATNING� FL OOR TRU55 DOWN DRAG FINISH SEE NOTE ON N -I PAGE i/lo" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FFOR GARAGE APPLICATION SES GENERA( NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ FOR NAILING PATTERN 3-0.131 x 31/2" TOENAILS a DBL. 2X TOP PLATE w/ SIMPSON SPN4 DBL. O.C.TOP PLATE w/ II 5 EACH N SPN4 EA. END lo" O.C. w/ (12) lod NAILS EACH lo" O.w/ (12) IOd NAILS EACH 2 X 4 RIBBON I/2" GYPSUM BOARD 1/2° GYPSUM BOARD ATTACHED TO EAGN I/2" ANCHOR BOLT 24" FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT '@ 24" x 31/2" NAILSO.G. W/ NUT 2" SQUARE O.G. W/ NUT 4 2" SQUARE 51MP50N C516 ® SIMP50N G510 EA. STUD PT ZX BOT. PLATE w/ BY I/8" WASHERS FT 2X BOT. PLATE w/ BY I/8" WASHERS W/ MIN (22) lOd To BASE OF 2x4 SIMF50N SPN4 EA. SIMFSON SPN4 EA. MOMEACH END) RIBBON BELOW 51MP50N NT516 STUD w/ (10) IOd NAILS STUD w/ (10) 1Od NAILS 4'CONE SLAB. SEE EA. TRU55 EACH 4 CONG. SLAB. 5EE EACH *.a FOUND. PLAN FOUND. PLAN BEAM / GIRDER 51MP50 ' TYP. LOaD 2x BOT. PLATE —PRE-ENGINEERED HETA20 REFER TO TYPICAL 2-6TORY WALL BEARING WALL ° SECTION FOR INFORMATION NOT W/UPLIFT FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRUSS CMU WALL SriOWN ° FLAN FOR SIZES 4 MORE INFO. °4. PLAN FOR 51ZES 4 MORE INFO. NAILS @ o" O/C Cantilevered Floor Truss Over Wall S5 SCALE:NTSA Tical Two Stor Interior Bearing Wall Section o T ical Two Stor Interior BearingShear Wall Section F Second Floor Frame Qonnection Girder A SCALE: NTS S-nJ SCALE: NTS $'5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENOINEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE&ARDLE5S OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERIN6, LLG, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND SPEGIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK LU o z 0 Hz2Z w0<LUa �wL�L.O =�ZZJ f_ F 0 < - 3o=0 a GiF-P WQ,Or�n LU -OF- WLLZOQLn wZo� rl y cV w0UwZ0 2oc~ ~�cc�az w 0000 z,m° 0 Z w z Q Z S F¢ 2 Z LU w O W 7 rLw=w w�wO�OF- ILL 0!=0 �0�0 ?wzx� ® !t_ U=Z Zzzvi vii w Z r v w l7 w z w4- Q ,LN,- c W _ 2m n��wCC V) tza 0 LU M Ln w ZM c- M 00 LLJ F- O 00 M w cJ du V) 2 '1 ; S Ln Z w O :' 00 �_ -u zLLr, . W Z Xm O ® cr- UjirfU 00 J J LL X Q ~ Q ui Z Q 0 c ck �S 0° p a aQ) o �® LL MOO LLM LOL �l LU DATE p�3-27-l8 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: DRYWALL OVER FUf BLOCK W I1/16x11/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA (WINDOW PER PLA COMP051 SILL 5QUAREE EDGE5 Ix6 TRIM BEAD BC PANELING DRYWALI OVER FUl . BLOCK WALL (WINDOW PER PLAN) LINE OF WALL �\ BELOW LINE OF TRIM — -- BELOW COMPO51TE WINDOW SILL PLAN ILL TRIM DRYWALL FINISH OVER FURRING ON 61 OCK WALL WINDOW STOOL W/ TRIM AND BEAD B. PLAN SPECIFIC PER PLAN 'cALE: V- 1'-0 SHIM AS REQ'D. —� �- INVERTED 2 1/4' 1 DOOR CA51NG 03(o6) STD. 2x STUDS (PER BASE PLAN) CABINET 1/2' DRYWALL t 0366 ASE BD. QUARTER ROUND ALI. TOP SCALE: I/2' - 17- 8' W. CORIAN a' TEMP. GL. ENCL05URE CAP BELOW CAP TILE FIN15H--.,,,r CAP OVER WATER 2x STUDS (PER RE515TANT PLAN) WALL BD. RE515TANT PER PLAN ur pRYWA1 L SHOWER BATH iI II 11 31/4' 5A5E BD. (036(o) SIDE 7 j SECTION PLAN SHOWER L SHIM AS 11-41 5TD. BASE CABINET LINE OF WALL BELOW LINE OF CASING, BELOW COMP051TE WINDOW SILL ELEVATION PER PLAN) PLAN WINDOW 7ETAIL _ 1/4' DOOR CA51NG ( #36(0 ) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) NICHE STOOL fl AI L PLAN SPECIFIC PER PLAN YcALe:'' 1'0' INVERTED 2 1/4' DOOR CA51NG (#36(o) 2x STUDS (PER PLAN) 0' DRYWALL 3 1/4' 5A5E BD. 0366) QUARTER ROUND HIGH BAR TOP SCALE: 1/2' = 1'-0' 1/2' DRYWALL ROUNDOYER W/ ROUTER S' W. CORIAN BELOW CAP CAP rr--fi TILE FIN15H OVER WATER II I� RE515TANT PER PLAN (� WALL BD. BATH iI II 11 SHOWER SHOWER II II II I I SIDE 7 j WALL CAPTAIL PLAN vQM W WALL Y<� SCALE: 1/2'- 1'-0' TILE TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE !;r STD. LE 2' VAINTY LL CABINET 0 - 31/4, BASE BD. 0366) FLOO IN / 5A5E f30A D NOTEE: WJ 4EN TILE FLOOR 15 5ELEGTED ONLY E3A5E 5OARD 15 INSTALLED. WHEN WOOD FLOOR 15 5ELECTIED 5,45E BOARD AND 5NOE MOULD AIRE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB (BI-PA5S DRS. P E F PLAN) 1/2! DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CA51NG (1366) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FIN15H OVER 2x WALL (5EE PLAN) 2 1/4' DOOR CASING (036(o) HELD OVER 1/2' PLAN P. BI -PASS S. CASING DETAIL &CALE: I' = r-0' 0' W. CORIAN CAP (WINDOW MAIN HOUSE GARAGE PER PLAN) SILL DRYWALL COMP051TE WINDOW BASE BD. TO OVER LAP 5LA5TEP AND 2x STUDS (PER SILL —� DRYWALL TRANSITION PLAN) SQUARED DETAIL EDGES INVERTED 2 I/4' DOOR CA51N6 (366) 3 1/4' BASE BD. DRYWALL FIN15W (366) OVER FURRING ON BLOCK WALL SCALE: 1/2' = 1'-0' a 0001 wl' a osk, MIMI MLI x1l" I :IFY TOP (WINDOW PER PLAN) LINE OF WALL-\ BELOW SILL CT 1/2' OUT EIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW 51LL SCALE: 1/4'; I' -D' ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL P. WI N DOW TOOL DETAIL WINDOW )ETAIL 1/4' DOOR CA51N6 0366) NOTE: DRAWING�5 ON 11 "x1l" 5PEET WILL E3E ONE �44LF THE SCALE NOTED 5 1/4' CROWN r�45) 1/41, CROWN 8cALE: r - r-0, 1xS ROUNDOYER W/ ROUTER WHITE PINE �` 1/2' DRYWALL 31/4' BASE BD. 0366) 2x6, WALL 361 OR 42' (036(o) HIqN PER PLAN O 2x4TAI KNEE �1lALL CAP i DETAIL PLAN SPECIFIC PER PLAN 5CALE: r : r-0' (x10 II ROUNpOVER W/ ROUTER WHITE i'INE �` 1/2' DRYWALL 31/4' BASE BD. Nw T (036(o) 2x6 WAIL O 36' O� 42' NIGH P�R PLAN 2x6 STAr-d R KNEE WALL CAPTAIL vQM PLAN SPECIFIC PER PLAN �cxE '' = 1`0 '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 • C ENVEF - EST. 1994 f S f s f f f f s OJ co �w Nw T 6 co O L T �! vLa w < ro mQo vQM Y<� o� 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 • C ENVEF - EST. 1994 f S f s f f f f s LJ -8030-5 OAK 51/4" LANDING TREAD RAILING LJ -1021 5TANDARD - 42" H 2O5ETTE KNEEWALL \ (OPT. LJ -6010 RAILING SHOWN) 1x6 PAINTED BASE - PLATE 31/4" BASE 5D. AS APRON LJ -1011 LEVEL LJ -4042 QUARTER TURN NEWEL NEWEL 5 P05T NEWEL POST LJ -1021 R05ETTE= _ - LJ -6010 Ixi2 SKIRT RAILING 50ARD LJ -5015 WOOD - 5ALU5TER5 - SASE GAP LJ 040 NEWEL P05T \ LJ -1011 LEVEL QUARTER TURN LJ -4040 NEWEL \ POST OPT, LIN-MG2KNUG44 WROUGHT IRON BALUSTERS -1x6 PAINTED BASE PLATE 3 SASE A AS APRON (3 PER TREAD) _ MOULD STANDARD - LJ-8014MR1 1x12 SKIRT = TREAD FOR CARPET BOARD = - (OPT. LJ 9010 SERIES TREAD SHOWN) LJ -8095 OAK - 1x8 PAINTED LINEAL COVE RISER MOULDING \ L J-8010MR1 SASE--"" - - OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND P05T FASTENER GENERIC S STAIR DETAIL N.T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. INDICATES STRIP FLOORING TO 13E INSTALLED IN SAME ORIENTATION AS 51/411 LANDING TREAD RAILING LJ -4042 NEWEL P05T SEE GENERAL STAIR NOTES r; �1 a SECTION I r CUT THRU_` WALL a`Y4 LJ -1041/8 - 5 -TURN LJ-5015�- BALUSTERS (3 PER TREAD) LJ -8095 OAK LINEAL COVE MOULDING RASE PER TM LEVEL 3 1/4" OR 5 1/4" Ixi2 SKIRT 50ARP STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIN-MG2KNUG44 WROUGHT IRON BALUSTERS LJ -404 NEWEL POST�� 1x12 SKIRT BOARD LJ -6010 RAILING !VSASE CAP _"MOULD NEWEL P05T Ix6 PAINTED BASE PLATE 3 1/4" BASE AS APRON STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) -1x8 PAINTED RISER LJ-8010MRI OAK TREAD LJ -4042 NEWEL P05T 2 EA. - LJ -3018 RAIL AND P05T FASTENER ST. -AIAND RAILINGULE I. WHEN PLAN INDICATES BULLN05E STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RI5ER, 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUT5IDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECE55ARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL, 1. ON UPPER FLOOR 5ALU5TER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FIN15H AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO 5E CLEAR -GOAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MRI TREAD LJ -8010M TREAD F a PAK eND FULL HT. WALL CARPET STARTS AT THIS RISER RAILING LJ -4042 NEWEL 2x STUD WALL w/ DRYWALL FIN. I— i G'.l k Ix12 SKIRT 13ALU6TER5 SECTIONS i �,�Y BOARD 150 STATE STR EE r EAST CUT THRU WALL ' <e LJ -6010 OAK TREADS SUB TREAD — v RAILING LINEAL COVE MOULDING .. �I 0 U. IA2 SKIRT BD. LJ -1041/8 BASE CAP MOULD _-_= BASE CAP N 5 -TURN m = _= MOULD o _ STANDARD - LJ-8014MRI LJ -5015 WOOD G 0) _ '- TREAD FOR CARPET BALUSTERS ,n _- (OPT. LJ -8010 SERIES (3 PER TREAD) TREAD) LJ -8095 OAK '- LINEAL COVE MOULDING -- _ BASE 1x8 PAINTED PER TM LEVEL RISER 3 1/4" OR 5 1/4" 1x12 SKIRT LJ -1040 / 1045 BOARD TURNOUT LJ -3009 LJ -4010 BRACKETNEWEL P05T LJ -8010 STARTING STEP GENERIC TU NUT W/ WOOD AN ARP ST I T RUN STAIR DETAIL 2x STUD WALL w/ DRYWALL FIN. I— LJ -5015 WOOD V 13ALU6TER5 BASE CAP l3 PER TREAD) MOULD 150 STATE STR EE r EAST Ixl2 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD LJ -8095 OAK LINEAL COVE MOULDING .. �I 0 U. IA2 SKIRT BD. P� BASE CAP MOULD 2x12 STRINGERS NOT TO SCBE LJ -44 42" H. LJ -1021 NEWEL FAIL ROSETTE ROSETTE P05T LJ4010 36" H. RAILING RAILING LJ -5015 WOOD 3 1/4" 5A5E BALUSTERS AS APRON (3 PER TREAD)-\ NEWEL 42 WOOD TREAD P05T 1x12 SKIRT BD. IL BASE LJ -8095 OAK O_ CAP LINEAL COVE MOULD MOULDING PER PLAN SASE PER TM LEVEL 3 1/4" OR 5 1/4" N.T.S. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BALU5TER5 TO BE PARALLEL TO TOP RAIL w w I x 2 DESIGN GROVP Nco 0 co 150 STATE STR EE r EAST OLDSMAR, FLORIDA 34677 Na) cv W W W.DAVISBEWS.COM cv �n —�� EST. 1994 n NmM .. �I 0 U. N Caw m � o r cl zQ' G 0) ,n LJ -410 LJ -4045 LJ -442 PICAL NEWEL T P R LJ -4040 N.T.5. LJ -5015 LIH-1-101-I5A61<44 LIH-P0L25A6K44 LIH-HOLIKNUG44 LIN-HOL2KNUG44 LIH-HOLPLA44 LIP-NOL50144 (PLAIN) W/ LI-ALAKOI (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.5. LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) N.T.S. I" MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING-"- LJ-16010 AILING-"-LJ-6010 RAILING \ LJ -4042 — NEWEL POST LINE OF 5A5KET5 TO / BE PARALLEL TO TOP RAIL / AA LIN-HOL25A5K44 (DOUBLE BASKET) LIN-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE 5ASKET5 AND EQ. SPACED) . LEVEL 2 DECORATIVE KA VIETIALL BALUSTER IN TL TION ®ETAIL N.T.5. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF KNUCKLES TO / BE PARALLEL TO TOP RAIL / -"LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLlKNUG44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYPI . LVL 1 DECORATIVE ETAL BALUSTER INSTALLATION DETAIL N.T.S. I MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF 5GROLL TO 5E / PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL)(PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) LEVEL 3 DECORATIVE ETAL ALUST R INSTAL TION DETA(L N.T.S. `JOB NUMBER_24163.01 CAD FILE NAME TRIM DETAILS RUED 04-05-13 RENSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 — I x 2 DESIGN GROVP Nco 0 co 150 STATE STR EE r EAST OLDSMAR, FLORIDA 34677 Na) 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVEFL —�� EST. 1994 n NmM .. �I 0 U. Caw m00 U r n cl zQ' G 0) `JOB NUMBER_24163.01 CAD FILE NAME TRIM DETAILS RUED 04-05-13 RENSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 s s f s DAVIS BEWS DESIGN GROVP 150 STATE STR EE r EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA + DENVEFL —�� EST. 1994 s s f s