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471 Rocky Grove Ln 18-3225 (a)GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FBLR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION EXTERIOR WALL ENVELOPE: ' BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT LOT 81 THORNBROOKE 40 S NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CONSTRUCTION: CAPTIVA GARAGE LEFT THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN V2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.CR - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 810235. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) 81031 Mn ASTM C W63 ALL LATH AND LATH ATTACI4'1ENT8 SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 V2 INCH it GAUGE NAILS HAVING A 146 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THIDNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) R103.12 AND ASTM C 926. PER F.B.C.R. 6TH EDITION (2011) R103.121 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM ELEVATION INCLUDED TRADTIONAL VERTICAL ATTACHMENT FLANGE OF 3-1/1 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 916, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACI4MENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) 8103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM C 926. TA&VI rip M0DDTQ()N1 STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-0b (1A4J THRU 1J14.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 V2 TO l A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS 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. i FLASHING: L 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 CORROSION -RESISTANT 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 - TH 0 RN B 800 KE 40'S 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 R103A COMMUNITY SPECIFIC WINDOW INSTALLATION: STANDARD SPECIFICATIONS REDRAW -NOTES D 1 \/"1W I N G INDEX L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE_ WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. A. MONO FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAYER ENTRY AND ACRYLIC LANAI. RECORD COPY P"MED PFM 0013F COMPLIANCE PLANS EXAMINER DATE i SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ')DES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER iEOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST P.EQt1IRED Results to be Verified at Slab Inspection 01-12-18 COMPLETED LOT SPECIFIC PLANS FOR LOT 81 THORNBROOKE 40'5, ELEVATION INCLUDED TRADITIONAL, GARAGE LEFT WITH PLAN OPTIONS INCLUDING: PAVER DRIVEWAY, LEAD WALK AND PORCH, MEDICINE CABINET AT OWNERS SUITE, STAIR RAILING, COVERED EXTENDED LANAI, POCKET SLIDER AT GATHERING ROOM, ADDITIONAL DOOR AT OWNERS SUITE, 8' INTERIOR DOORS AT MAIN FLOOR AND TRAY CEILING PACKAGE. SQUARE FOOTAGE CALCULATIONS ELEVATION 'TR -A" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 832 TOTAL LIVING S.F. 1989 2A11 - /`1 MAIN MAIN FLOOR P' /` N NOTES L/-1 GARAGE S.F. 451 PORCH S.F. 74 LANAI 128 TOTAL UNDER ROOF S.F. 2642 RW5JL ROOF FOUR UNITS VERTICAL N F1 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 890511 TOTAL WIDTH 30'-0" TOTAL LENGTH 68'-0" COV - DOES t GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING /GARAGE OPENINGS: D_ THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID 1 - SLAB INTERFACE PLAN CORE (S -C) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. v Iso STATE STREET EAST OLa6MAk FLARIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWSCAM TAMPA • DENVER FST. 1994 et=- FLOOD ZONE REQUIREMENTS: 2A11 - /`1 MAIN MAIN FLOOR P' /` N NOTES L/-1 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED N GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 2A2 - MAIN FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (IF APPLICABLE) : "� F. L WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 890516 AND 89052:61 2 B 1 -UPPER FLOOR PLAN NOTES 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 1 UNITS HORIZONTAL (1:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM p 226, TYPE I OR TYPE 11, ASTM D 486% TYPE 1108 TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION FOR SLOPES FROM RW5JL ROOF FOUR UNITS VERTICAL N F1 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 890511 2B2 - UPPER FLOOR PLAN DIMENSIONS CLAY AND CONCRETE TILE (IF APPLICABLE) : 3 -ELEVATIONS, ROOF PLAN, BUILDING SECTION THE 1NSTALLATION OF CLAY AND COMMENDATIONS OF FR5A/TRI FLORIDALOHIGH WINDTE TILE RCONCRETE6TH EDITION AND CLAY (20111) RW53 SHALL BE ROOF TIL INSTALLATION ANUAL,FIEDIACCORDANCE TIITH THE ON WHERE VVaw 1155 DETERMINED NEED IN AON �RDANCESWITH SECTION FLV12)3 F L 1 - F L-/ ►S H I N G DETAILS OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 6TH EDITION (2011) RW533 SHALL CAfORM WITH ASTM D 226, TYPE It ASTM D 2626, TYPE It OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE F L2 - FLASHING DETAILS INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaw 15 DETERMINED IN ACCORDANCE WITH SECTION 8301113 OR THE RECOMMENDATIONS OF RAS 118,113 OR 120. HEIGHT REQUIREMENTS APPLICABLE) �_ � J 'a N CHIMNEY (IF 4A - MAIN FLOOR ELECTRICAL PLAN _ WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER 4B -UPPER FLOOR E ELECTRICAL CT RI CA L PLAN TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CF188, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER TR - TRUSS STRAPPING PLAN REGOh 1'1ENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOUTER AREAS. t � i+ N « p m TERMITE PROTECTION: N 1 ST RU CT U f V'1 L NOTES L PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINIM MATERIALS. IF SOIL TREATMENT IS 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 S1 - STRUCTURAL DETAILS 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 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHAIRSE AT LEAST I FOOT S2 - STRUCTURAL 1) A DETAILS (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN b INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. S - STRUCTURAL DETAILS A L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. S4 - STRUCTURAL DETAILS 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES S - STRUCTURAL DETAILS (161 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 54ALL BE CONSTRUCTED OF A MR 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE TD - TRIM D ETAI LS GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (lb mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SD - STAIR TRIM DETAILS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED N ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: L OUTDOOR D15CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXH95T AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT 015CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE N5TALLED. THE MAX" LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RADl BEND THE MAXIMUM LENGTH OF THE EXHAUST DUCT NOT INC U L DE HE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER 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 LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 1989 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 N FBC • ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE TITLE • COVER SHEET BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED t0 THE - CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. - REV. 2-31-1011 ```j%1111111//jf// N * 83� `.��,••,.....•• .Nib x W w =YAW Iso STATE STREET EAST OLa6MAk FLARIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWSCAM TAMPA • DENVER FST. 1994 et=- Utoo to .� 0 0 � ng IN N M �- >;Jw LL °m�• 00 �_ � J 'a N O^ W C Q Y I�r_�, t � i+ N « p m Z�'�v L DE HE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER 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 LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 1989 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 N FBC • ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE TITLE • COVER SHEET BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED t0 THE - CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. - REV. 2-31-1011 ```j%1111111//jf// N * 83� `.��,••,.....•• .Nib DAVIS BEWS DESIGN GROVP =YAW Iso STATE STREET EAST OLa6MAk FLARIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWSCAM TAMPA • DENVER FST. 1994 et=- L DE HE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER 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 LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 1989 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 N FBC • ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE TITLE • COVER SHEET BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED t0 THE - CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. - REV. 2-31-1011 ```j%1111111//jf// N * 83� `.��,••,.....•• .Nib =YAW ~ 0: 0= 4 .� AA PAVER DRIVE / LEAD WALK 3 5'-4R 1'-81 21'-4' 8'.g 304" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TER111TICIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ■ INDICATES 15 ♦ INDICATES 2 5 FOOTING LEGEND: F I 116 DEEP 44'44" CONC. FOOTING W/ (3)5 BARS EACH WAY. G12" DEEP x30'x30' CONC. FOOTING V (3) 5 BARS EACH WAY. F3 Ib' DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH WAY. THE FOUNDATION SYSTEM WAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-PSF (R40L 4.1 FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER b, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN SCALE: 1/4". I'-0" GARAGE LEFT Iwv,, 10 F _ Iso STATE STREET EAST OUXMAR, FLORIDA 34677 SIS . 925. 1300 TEL 813.925.1800 FAX W W WDAVMEWS.CAM - TAMPA • DENVER :� •VSA ��•cq o. iW ` ;U o G.C. VERIFY ACRYLIC ' Ndo N 8' 8' ON LANAI all all L >;JM e ° mI . g" 3'-4' 9ty gtl I L ° -1 0` e 0= 0 3' -6"x3' -b" A/C a� ' L r1. ) IL Zv2°a _ WIDEN FOOTING 8" AT I'-10" 4" P.V.C. 2'-0' 10'-2' 2'-2' PAD (SEE MECH. «� POCKET SLIDER AND 3/4" P.Y.C.CONTRACTOR I ELEVATION ADD (1) 5 REBAR ( CONDENSATION FOR LOC) (-10'-4" DRAIN BY PLUMBER — — NJ 1 1, RECESS FOR POCKET SLIDER ■ ■ ■ ■ ■ ■ ■ ■ e P///] 2-5TORY FOOTING (TYP.) v//1 20" H. x 20" W. CONC. MONO -FTG. I W/ 3 - 5 CONT. REBARS e PROVIDE 25" MIN. LAP WHERE �, a I SPLICED AND WIRE TOGETHER !n BOTT. OF FTG. SHALL BE 11' MINpzl' BELOW GRADE o I B11`A A ao ;w ( 91 VA 15'-4' 3'-6' I1' -2'P ■I L I ■ ( I aO 16' Wx12' DEEP FTGs W/ 2- 5 CONT.VA l L WL� I ■ 7 ELEVATION AT 0-0' e I 8' THICKENED EDGE (ASSUMED) — `" FOR SHOWER RECE55 eT T I 35" THICK 2500 OR 3000 Pa51 CONCRETE W/ I NO.5 BAR CONT. '* TILE SHOWER SEAT VALVE RECESS SLAB ON GRADE W/ 6x6 WlAxWIA MESH 92 _ =w ABY. I OR FIBER MESH OVER I \ b MIL. VAPOR 0PA1-A ■ ■ BARRIER ON CLEAN, WELL -COMPACTED, TERMITE TREATED, > :� __ x ALL 2x6 r 1 f 1 ELEVATION (-) 0'-3 V2" 0 GRANULAR FILL. °- WALL I M. I I OPT. I ERI �. zo IPA LWASHER J LDRI J -C r °° \\ � I� 4 4•.p AIR HANDLE e _ I �JJ LU Sw c LINES FROM ■ UPPER FL e W/ DISP 14'-b° _ ■ 4'-8" �/ �'-3' 4'-1' I zo PROVIDE WATER a a =w LINE FOR ICE MAKER 16' Wxlb' D. I % \ 42 FTG. W/ 2 - 5 CONT.3/4" �3• ■ n RECESS 11I G TO CL / = FOR ENTRY DR, I II OF REF. F3I �� _ ■ ■ ■ c4 Q � m / F3 • 16 / --� 3'-0" ELEVATION S1 ■ (-) 04" 50 GAL. WN M S 8' Wx12" DEEP FTG. ) ♦ m " SI W/ I- 5 CONT.1 3 -51/1 1 o 2'-S 1/1 2 -1 2 -8 K v 1 I 8 3'-g' 5 -0. «, T ■ I ELEVATION PAVERS A ■ I ) � � � I � S I ■ F2 ------------------- F2 0 o I v 8"x8" FTG. W/ u' 1-5CONT. CJ. - ----- ----------- --- - � CJ. --------------- (TYP. AT � �- ENTRY) 1-5TORY FOOTING (TYP.) D i 20" H. x 16' W. CONC. SI MONO -FTG. W/ 2- 5 I t �: c" CONT. REBARS i PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER ■ ELEVATION i BOTT. OF FTG. SHALL �* a HB. o I (-) 0'-6" 1 i I BE 12" MIN. BELOW GRADE 0% --� — — — I U2' RECESS FOR GAR DR ■ ■ ♦ t, ♦ AA PAVER DRIVE / LEAD WALK 3 5'-4R 1'-81 21'-4' 8'.g 304" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TER111TICIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ■ INDICATES 15 ♦ INDICATES 2 5 FOOTING LEGEND: F I 116 DEEP 44'44" CONC. FOOTING W/ (3)5 BARS EACH WAY. G12" DEEP x30'x30' CONC. FOOTING V (3) 5 BARS EACH WAY. F3 Ib' DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH WAY. THE FOUNDATION SYSTEM WAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-PSF (R40L 4.1 FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER b, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN SCALE: 1/4". I'-0" GARAGE LEFT Iwv,, 10 •••...•• Iso STATE STREET EAST OUXMAR, FLORIDA 34677 SIS . 925. 1300 TEL 813.925.1800 FAX W W WDAVMEWS.CAM - TAMPA • DENVER :� •VSA ��•cq o. iW ` ;U o ��Q� ti j < Ndo AA PAVER DRIVE / LEAD WALK 3 5'-4R 1'-81 21'-4' 8'.g 304" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TER111TICIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ■ INDICATES 15 ♦ INDICATES 2 5 FOOTING LEGEND: F I 116 DEEP 44'44" CONC. FOOTING W/ (3)5 BARS EACH WAY. G12" DEEP x30'x30' CONC. FOOTING V (3) 5 BARS EACH WAY. F3 Ib' DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH WAY. THE FOUNDATION SYSTEM WAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-PSF (R40L 4.1 FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER b, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN SCALE: 1/4". I'-0" GARAGE LEFT JOB NUMBER CAD ME NAME LOT 81 ISSUED 07-12-18 REVISED x w Iso STATE STREET EAST OUXMAR, FLORIDA 34677 SIS . 925. 1300 TEL 813.925.1800 FAX W W WDAVMEWS.CAM - TAMPA • DENVER --. ESr.1994 - U Loo Ndo N L >;JM L L ° mI . 00 0` 0= 0 L r1. ) IL Zv2°a JOB NUMBER CAD ME NAME LOT 81 ISSUED 07-12-18 REVISED 1; 6 11 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 REVIEWEDTHE 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 V1 uj O 0 a�z m 0 z� O =O 1M"� O W O Q 1989 • 717LE • SLAB INTERFACE PLAN ell • SHEET • DAVIS BEWS DESIGN GROVP Iso STATE STREET EAST OUXMAR, FLORIDA 34677 SIS . 925. 1300 TEL 813.925.1800 FAX W W WDAVMEWS.CAM - TAMPA • DENVER --. ESr.1994 - 1; 6 11 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 REVIEWEDTHE 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 V1 uj O 0 a�z m 0 z� O =O 1M"� O W O Q 1989 • 717LE • SLAB INTERFACE PLAN ell • SHEET • 42" H. RAILING STAIR NOTES: RAILIN63 BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN I -IR INCH BETWEEN THE WALL AND HANDRAILS CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE R3015 PER FB.CR - 6TH EDITION (2011). * * * * * * 3/4" PLYWD. DECKING FLOOR BEAM/ 36" H. CONTINUOUS BEAM AIR SWITCH STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: ITNE FOLLOWING SHALL APPLY UNAJ • ALL STRINGERS TO BE 2-24 "2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 5IMP50N LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: « AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH K YT OF THE STRINGER (USE PT AT MASJCONC). « AT WOOD WITH (4) 0.131 x 3 I/2" NAILS AT EA STUD MIN. No' O.0 MAX) « IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE L>;JM ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TEI;VINATE AT A 2x4 FOOT (TO BE PT REFER TO SHEET 2A2 AT CONC) ATTACH FOOT TO FLOOR « AT CONC. W/ 1/4" DIA x 3" TAPCONS AT Fl" O.C. « AT WOOD ATTACH W/ OJ31 x 31/2" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. « ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/1" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: « JOISTS t0 BE 1x8 02 SYP, MIN. AT 16" D.C. « IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) PLAN DIMENSIONS 24 n 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. « IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 1X8 END JOIST WITH (3) 0.131 x 31/2" ON LANAI R.S. END NAILS AT EACH LANDING JOIST, AND (2) OJ31 x 3 112" TOE NAILS FROM EACH JOIST ( TO KNEEWALL TOP PLATE. « LEDGERS TO BE 2x8 WITH: •« (4) 0.131 x 3 1/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT IV O.C. MAX LANAI BOTTOM OF LINTEL 16'-0"x8'-0" AT V-0" AFF. «• 1/4' x 3' TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. « ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 13'-6"x3'-6" A/C PAD (SEE MECH. a 42" H. RAILING STAIR NOTES: RAILIN63 BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN I -IR INCH BETWEEN THE WALL AND HANDRAILS CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE R3015 PER FB.CR - 6TH EDITION (2011). * * * * * * 3/4" PLYWD. DECKING STAIR SECTION. SCALE: V4' = F-0' UNDER -STAIR PROTECTION �c ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ I/? INCH GYPSUM BOARD PER FB.CR - 6TH EDITION (2011) R302.1 AND R302JI OPT. FLOOR BEAM/ 36" H. CONTINUOUS BEAM AIR SWITCH REX). FOR DISP. WINDOW SCHEDULE T.O.M. SYSTEM / GRASPABLE 1020" WINDOW WIDTHS FLOOR SYSTEM 8" COMMON BLOCK COARSE OVER 8" GARAGE FRAME WALLS CASING RAILING(, 31” K YT 1. STD. O3 / L>;JM BASE AFF. 12 5H 1/2 32 5H 22 5H 32 SH REFER TO SHEET 2A2 CABINET O5 146" 0.56. = O 13 5H 1/2 33 5H 23 5H 33 5H © BACKING J 6 -, 2x STRINGERScn IR" DRYWALL ------------------ ■ I G.C. VERIFY ACRYLIC Oj CALL. w PLAN DIMENSIONS BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. Q I ON LANAI 0 15 5H 1/2 35 6H 25 5H 35 5H ( - PROVIDE (3) 2X10 n SYP BEAM PER TYP. DETAILS U "J/52" AND "Q/53" 0I LANAI BOTTOM OF LINTEL 16'-0"x8'-0" AT V-0" AFF. Ol r 7 � I I 13'-6"x3'-6" A/C PAD (SEE MECH. a _ I „aL I I TAM. USED (SINGLE HUNG -SH, CASEMENT- C5MT, OR FIXED I n (TYP) I T.OM. I 3 - 26 SH. FOR LOC) g•_AR I II O 1 9 -� ( e I HD. At 8'-0" L--- I LINE OF ■ * EGRESS e I ( IN ■ ■ - 2x TREADS AND SLIDER O DOOR 0 I N RISERS (TYP) 0o S2 2 STORY 9'4 it TREADS AT 10.00" EACH H.B. STAIR SECTION. SCALE: V4' = F-0' UNDER -STAIR PROTECTION �c ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ I/? INCH GYPSUM BOARD PER FB.CR - 6TH EDITION (2011) R302.1 AND R302JI OPT. SHIM AS AIR SWITCH REX). FOR DISP. WINDOW SCHEDULE T.O.M. BOTTOM OF LINTEL WINDOW WIDTHS I" 8" COMMON BLOCK COARSE OVER 8" GARAGE FRAME WALLS CASING AT 8'-0" AFF. 31” K YT 2x STUDS (PER STD. O3 PLAN) L>;JM BASE AFF. 12 5H 1/2 32 5H 22 5H 32 SH REFER TO SHEET 2A2 CABINET O5 146" 0.56. = O 13 5H 1/2 33 5H 23 5H 33 5H © BACKING J 6 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT IR" DRYWALL ------------------ ■ I G.C. VERIFY ACRYLIC Oj CALL. TOP SCALE: 1/2" = I'-0" °° CLC CLC °0 /2.5TORY ( I ■ oo< VOLUME ALL EMERGENCY ESCAPE AND RESCUE NOTE: ° OPENINGS SHALL COMPLY WITH R310 AT VOLUME CEILING oo - � I OWNERS SUITE I PER FB.CR - 6TH EDITION (2011). HATCHING INDICATES DOUBLE '00<<GATHERING ROOM g'-4" TRAY CLC, � KA. BLOCK COURSE W/ (2) +5 0° I IN EACH 14'-6"x16'-0" ■ °2 -STORY VOLUME 0o T1 I TRUSS COMPANY O° ° NOTE: S4 0° 9'-4" FLAT CLC. TRAY CLG. IN OWNER'S SUITE IS DOWN FRAMED MAIN FLOOR STRUCTURAL LEGEND FP TYPICAL MASONRY 1D - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U WINDOW SCHEDULE T.O.M. BOTTOM OF LINTEL WINDOW WIDTHS LT.OM. 8" COMMON BLOCK COARSE OVER 8" GARAGE FRAME WALLS V-4' AT 8'-0" AFF. 31” K YT 8" PRE-ENGINEERED CONCRETE LINTEL "5 WINDOW CALL -OUTS O3 AFF. L>;JM BLOCK FILLED AND REINFORCED WKI) 05 BAR AFF. 12 5H 1/2 32 5H 22 5H 32 SH REFER TO SHEET 2A2 CONNECTORS AT BASE. O5 39” = O 13 5H 1/2 33 5H 23 5H 33 5H © FOR MAIN FLOOR J 6 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT 0 ------------------ ■ I G.C. VERIFY ACRYLIC Oj ■ 0 PLAN DIMENSIONS BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. Q I ON LANAI 0 15 5H 1/2 35 6H 25 5H 35 5H ( - PROVIDE (3) 2X10 n SYP BEAM PER TYP. DETAILS Z "J/52" AND "Q/53" 0I LANAI BOTTOM OF LINTEL 16'-0"x8'-0" AT V-0" AFF. Ol F 7 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, /-BOTTOM OF LINTEL 9'-4" PLT. HT. I AT 8 -0 AFF. - I 13'-6"x3'-6" A/C PAD (SEE MECH. _ I z I I TAM. USED (SINGLE HUNG -SH, CASEMENT- C5MT, OR FIXED I I CONTRACTOR GLA55- F.G.) I T.OM. I 3 - 26 SH. FOR LOC) g•_AR I II O 1 9 -� ( HD. At 8'-0" L--- J AFF. ■ * EGRESS °OO°IC°„OoT0%„. 00„00o„O0„Oo„Oo„O°o„0„Oo„0„O° 00 0O°. ■ ■ - SLIDER O 2-88-m■ 0 I 0o S2 2 STORY 9'4 H.B. — °° CLC CLC °0 /2.5TORY ( I ■ oo< VOLUME ALL EMERGENCY ESCAPE AND RESCUE NOTE: ° OPENINGS SHALL COMPLY WITH R310 AT VOLUME CEILING oo - � I OWNERS SUITE I PER FB.CR - 6TH EDITION (2011). HATCHING INDICATES DOUBLE '00<<GATHERING ROOM g'-4" TRAY CLC, � KA. BLOCK COURSE W/ (2) +5 0° I IN EACH 14'-6"x16'-0" ■ °2 -STORY VOLUME 0o T1 I TRUSS COMPANY O° ° NOTE: S4 0° 9'-4" FLAT CLC. TRAY CLG. IN OWNER'S SUITE IS DOWN FRAMED MAIN FLOOR STRUCTURAL LEGEND FP TYPICAL MASONRY 1D - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U WINDOW SCHEDULE '5 BAR IA WINDOW WIDTHS TAM. AFF. 8" COMMON BLOCK COARSE OVER 8" GARAGE FRAME WALLS 20” 2111 31” 53” 8" PRE-ENGINEERED CONCRETE LINTEL "5 WINDOW CALL -OUTS O3 - 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. L>;JM BLOCK FILLED AND REINFORCED WKI) 05 BAR 26” 12 5H 1/2 32 5H 22 5H 32 SH Lu CONNECTORS AT BASE. O5 39” = O 13 5H 1/2 33 5H 23 5H 33 5H © - PROVIDE 1 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB J 6 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT 0 51" 14 SH 1/2 34 5H 24 5H 34 SH 0 BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. Q Z 63" 0 15 5H 1/2 35 6H 25 5H 35 5H E --i - PROVIDE (3) 2X10 n SYP BEAM PER TYP. DETAILS Z "J/52" AND "Q/53" 12" I6 5H 1/2 36 5H 26 5H 36 5H • G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, Lu WINDOW SIZES AND INSTALLATION MAY VARY PER 8MANUFACTURE SPECIFICATIONS. z • REFER TO FLOOR PLANS FOR STYLE OF WINDOW REFER SWEET 2A2 INSULATE WALL FOR MAIN FLOOR LOOR USED (SINGLE HUNG -SH, CASEMENT- C5MT, OR FIXED GLA55- F.G.) °° CLC CLC °0 /2.5TORY ( I ■ oo< VOLUME ALL EMERGENCY ESCAPE AND RESCUE NOTE: ° OPENINGS SHALL COMPLY WITH R310 AT VOLUME CEILING oo - � I OWNERS SUITE I PER FB.CR - 6TH EDITION (2011). HATCHING INDICATES DOUBLE '00<<GATHERING ROOM g'-4" TRAY CLC, � KA. BLOCK COURSE W/ (2) +5 0° I IN EACH 14'-6"x16'-0" ■ °2 -STORY VOLUME 0o T1 I TRUSS COMPANY O° ° NOTE: S4 0° 9'-4" FLAT CLC. TRAY CLG. IN OWNER'S SUITE IS DOWN FRAMED MAIN FLOOR STRUCTURAL LEGEND FP 8" K0. BLOCK FILLED WIN "5 BAR OVER 8" 1D - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U CLG. INSULATION '5 BAR IA - 8" K.O. BLOCK FILLED WIN 5 BAR CONT. OVER TAM. AFF. 8" COMMON BLOCK COARSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WIN S BAR, GROUTED SOLID. • 8" PRE-ENGINEERED CONCRETE LINTEL "5 FILLED WKI) BAR O3 - 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. L>;JM BLOCK FILLED AND REINFORCED WKI) 05 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 L CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. © - PROVIDE 1 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB • FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT o�C°o EACH END WITH (1) SIMPSON LSTA15 STRAP. THE r- _ ------------------ -- JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. Q - PROVIDE (3)1x8 STUDS W/ (I) SIMPSON HTT4 cm L 0 0 L CONNECTORS AT BASE. ® - PROVIDE (3) 2X10 n SYP BEAM PER TYP. DETAILS .o zv v "J/52" AND "Q/53" STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) "Z SYP 2X8 URO. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE5I5TIW3 COMPONENTS ° — — — — • NOT A SPECIAL FLOOp HAIARD AREA (AT VOLUME o0 8'-8" FLAT CLG. CEILING) Lu v oo 2-' - 0 i1 F MC °° BEARINGS OWNERS WALL BATH �� .� .....• f�i o z op ° FL� CLG. z �Q:� •;2 CJ. m u N 2-4x8-0 > l 0 .. Lu SI N CLG. ■ Q *.,5Z c' -n • O W.C. 0 DINING ROOM a I � VARIES (SEE :��>'�b''• • • � ��: PLAN) i "'••• ' �' 14'-6"x10'-0" BEARING I I OPENING TILE TEMP GL ENCL. 111111 1 e 9'-4" SEAT FLAT CLG. WALL I VALVE TO UNDER ON 42 R LOW WALL }- STAIRS Ci 42" UPPER 4 I _ oc = CABINE?S STAIR DATA: I TILE o B O ORANGE PEEL (OR SKIP TROWEL) 36" H. B SHOWER ■ WALL TEXTURE. INTERIOR (COLOR ■ COUNTERTOP p�EE IS RISERS AT SI HANSEN x DRYER 0 PER CSS) FLAT LATEX (SEE DETAIL) WALL 138" EACH 10.00" TREADS L — —BOX— r _ 1F_ ISH. 1 VENT A B O KNOCK DOWN (OR SKIP TROWEL) RIS OPT. -I�OPL CEILING TEXTURE - INTERIOR TM - — — — - — — — 36" H. o x WASHER DRYER — — — — — — — RAILING �• > L — — J L — — J WHITE FLAT LATEX CEILING PAINT IR HANDLER LAUN" OO OC INTERIOR TRIM PAINT TO BE / \ ? LINES FROM 9'-4' CLG. SMOOTH FINISH TM WHITE LATEX I SINK —I_� " UPPER FLOOR"ON-01■ SEMIGLOSS o I W/ DISP ��li I/ u �' a g,_4R 2-8x8-0 PANEL CLc 8" SOFFIT TRAY CEILING, 0 2 -8x8 -O ABOVE T 1 LINE OF SECOND ARCH FROM O - KITCHEN FLOOR ABV. ��8'-mA To s'-8" 9'-4" 1° 9 -4 FLAT CLG. / BARREL ARCH CLG. K ' ■ � ( e ��i '� �Tos-a" 0 � cLG. �\ HALF I � � a +6� Q BATH �° O �Q Re � �/off. • �+� . I �a ♦ I "' 5 SH OJa.C. ■ � I INSULATE M LINE OF SECOND 8 5 ♦ 0 FLUSH FRAME I O WALLS ■ TO FURRING SI FLOOR ABV. INSULATE J 50 GAL WALLS S1 PORCH I O W.14._ — NOTE: 2x8 WALL 9'-4" PLT. HT.LLS ■ r ' f ALL INTERIOR PAVERS I = UA I` ANGLED WALLS L,— =�J ARE AT45'(UNA) ■------- ■ 54"x21" O ATTIC ACCESS a._c uz = I _vd ■ ■ ■ ■ ■ HEADER SEE TAM I q TRUSSES ,I {VMFI"1 I I V R ATTIC ACCESS DETAIL (rTP) I PLAN DIMENSIONS U 116-0x1-0 O.N. GARAGE DOOR ( I l NOTE: Cl = RECOMMENDED MASONRY CONTROL JOINT. 0 T.OM. PAVER DRIVE I LEAD WALK AFF. ■ INDICATES 105 AA _ 3 ♦ INDICATES 15 R - Value Chart WALL CONSTRUCTION 2 CAR GARAGE FRAME WALLS (WHERE APPLICABLE) ELEVATION 9 -4 CLG. INSULATION R 38 20'-0"x20'-0" R 4.1 TAM. AFF. R 30 GARAGE FRAME WALLS 9'-4" PLT. HT. 9_4R MNI o CD AFF. L>;JM L L ° co ' 20 ■ LINE OF GARAGE DOOR IN OPEN POSITION • o�C°o >E r- _ ------------------ -- cp� cm L 0 0 L .o zv v HATCHING LEGEND I � e _ I S ( ■ REFER SWEET 2A2 INSULATE WALL FOR MAIN FLOOR LOOR (rTP) I PLAN DIMENSIONS U 116-0x1-0 O.N. GARAGE DOOR ( I l NOTE: Cl = RECOMMENDED MASONRY CONTROL JOINT. 0 T.OM. PAVER DRIVE I LEAD WALK AFF. ■ INDICATES 105 AA _ 3 ♦ INDICATES 15 R - Value Chart WALL CONSTRUCTION R -VALUE (MIN) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MATH FI nnR PI AN NnTF q SCALE: 114' =1'-0" GARAGE LEFT JOB NUMBER - CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED x DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR• RORIDA 34677 813.92_5.1300 TFL 80-925. 1800 FAX W W W.DAVL%EWS.CAM TAMPA • DENVER U ro to NW MNI o CD L>;JM L L ° co ' 20 m J 71 o�C°o >E cm L 0 0 L .o zv v JOB NUMBER - CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED 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 R TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY V 1 O LLJ 0 0 �z m0 zu') ne 0� =0 1 iMM-I 0 W 0Q 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR• RORIDA 34677 813.92_5.1300 TFL 80-925. 1800 FAX W W W.DAVL%EWS.CAM 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 J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND R TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY V 1 O LLJ 0 0 �z m0 zu') ne 0� =0 1 iMM-I 0 W 0Q 1 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT ``��1111111/��' • • �v ' •: ; o� 150 STATE SCRFEr E,Sr ME MM, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER -iceCUD Wiz= p J REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER • CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED K tv w DAVIS BEWS DESIGN GROVP 150 STATE SCRFEr E,Sr ME MM, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER U too p J .wdo n N000 .204 coo m . 1 L' - >_; J L L °oLL 00 2_ �� 'On W C 0 3�E1 _0 L N t �*m 1 O n 6Ncc 4.0 zrR24 JOB NUMBER • CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED 1; ;� - �Jll VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). _ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY VJ Lu O O o �z co z ul 0� =O 0 00 0LAO ouQ J I-- 1* 1989 • 71 TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 DAVIS BEWS DESIGN GROVP 150 STATE SCRFEr E,Sr ME MM, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER EST: 1994- 1; ;� - �Jll VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). _ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY VJ Lu O O o �z co z ul 0� =O 0 00 0LAO ouQ J I-- 1* 1989 • 71 TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 3050 SH. HD. AT 1'4" * EGIRE55 3050 SH. HD. AT 1'-8" I e a e=n — PROVIDE PAN AND DRAIN UNDER A.H11 — 24" H. METAL A/C STAND ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FBLR - 6TH EDITION (1011). * * * * * * * UPPER FLOOR STRUCTURAL LEGEND ® TYPICAL WOOD FRAME CONNECTORS AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS V (1) SIMPSON HTT4 -- EST: 1994 fzz=-- WINDOW WIDTHS 10 - PROVIDE 1 -PLY L15" x 12" LVL BEAM NAILED p 2011 2411T 36R 48" JACK -STUDS AT EACH END WITH (2) SIMPSON WINDOW CALL -OUTS Il - PROVIDE 2 -PLY 2x12 NO.2 SYP BENZ W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT 2011 = 1818 F.G. 2018 F.G. 3018 FL. 4018 Fix. Lu = 24" 1820 Fd 2020 Fl. 3020 Ff3. 4020 Fps. .0 J E 0 o LLt �cy 0 36" 1830 5H 2030 5H 3030 5H 4030 5H 0� 0^ 410IO zV v Z 4811 0 1840 514 2040 5H 3040 SH 4040 SH ~ Z_ 6011 1850 514 2050 SH 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H • G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, w WINDOW SIZES AND INSTALLATION MAY VARY PER MANUFACTURE SPECIFICATIONS. z • REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLAS5- Fd) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FBLR - 6TH EDITION (1011). * * * * * * * UPPER FLOOR STRUCTURAL LEGEND ® - PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. - PROVIDE (3) 2x8 STUDS V (1) SIMPSON HTT4 -- EST: 1994 fzz=-- CONNECTORS AT BASE. 10 - PROVIDE 1 -PLY L15" x 12" LVL BEAM NAILED p TOGETHER W/ (2) ROWS OF 16d NAILS AT 11" O.C. FROM EACH FACE, ANCHORED TO DOUBLE Y/0 JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. Il - PROVIDE 2 -PLY 2x12 NO.2 SYP BENZ W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT L•• EACH END WITH (1) SIMPSON L5TAI2 STRAP. STRUCTURAL NOTES • ALL LVUS TO BE Fb:2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 02 SYP 2X8 UNA. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING: COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA * . WINDOW FALL PROTECTION �c IN DWELLING: UNITS, WHERE THE OPENING: OF AN OPERABLE WINDOW IS 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 IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - 6TH EDITION (1011) 8392 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FBLR - 6TH EDITION (2011) R3122 "I Al- /14 R TRUSSES IFY INSULATION' ATTIC ACCESS DETAIL SCALE: I%1" : P-0" 0 y • O • UJ O ♦ Z „�•� z ''*//III fill% • JOB NUMBER • CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED x 150 STATE STREET EAST OLDS AIt, FLIORMA 3467 813.925.1300 TEL 813.925.1800 FAX WIVW.DAVISBEWS.CAM TAMPA • DENVER -- EST: 1994 fzz=-- U -o p _j Y/0 N n 0� p,•� m T L•• > ; J cm 0 0 .0 E 0 o LLt �cy cy 0 -co co 0� 0^ 410IO zV v • JOB NUMBER • CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED 16 =11I,1 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R302 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O q L 0 0 cz m o zce� one =o nc o 00 j oQ oil • 77TLE • UPPER FLOOR PLAN NOTES II 2B1 II r JL I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDS AIt, FLIORMA 3467 813.925.1300 TEL 813.925.1800 FAX WIVW.DAVISBEWS.CAM TAMPA • DENVER -- EST: 1994 fzz=-- 16 =11I,1 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R302 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O q L 0 0 cz m o zce� one =o nc o 00 j oQ oil • 77TLE • UPPER FLOOR PLAN NOTES II 2B1 II N DIMENSIONS XkE: V4R = P -0R GARAGE LEFT JOB NUMBER CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED K w DAVIS BEWS U T 0 DESIGN GROVP 0 J P, OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX NN0 0N,•,M TAMPA • DENVER. EST :1994.- L >>�M L L a CO LL 0 0 �� n J •0 n O 3�EiLr W c �+ C'4�N IOn a JOB NUMBER CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED 1 �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CCIA 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 Vl O L 1 0 0 Q�z mo z� 0� =0 0 00 0< v* ou 1989 • 77 TLE • UPPER FLOOR PLAN DIMENSIONS 112 B2 II i DAVIS BEWS DESIGN GROVP L50 STATE STRFFr EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST :1994.- 1 �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 CCIA 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 Vl O L 1 0 0 Q�z mo z� 0� =0 0 00 0< v* ou 1989 • 77 TLE • UPPER FLOOR PLAN DIMENSIONS 112 B2 II RA15ED SAND FINISH TEXTURED BANDING = NOTE: - LANAI ROOF ? THIS DETAIL SHOWS THE TYPICAL THICKNESS VENT REQUIREMENTSW OF ALL RAISED TEXTURED FINISH BANDING oc IY AND SAND FINISHED KEYSTONES (WHERE VENTILATION CALCULATIONS L > APPLICABLE) IF THICKNESS IS TO BE ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. 4L" = DIFFERENT IT WILL BE CALLED OUT AT (� X 144 = 61 SQ. IN. Lu SPECIFIC KEYNOTE CALL -OUT Z npAr AI UYYCK 143 KWr YCIY IJ = 3U./L wq. IN. - —+ \,IF— ---- ---- - # UPPER 2/3 ROOF VENTS REQUIRED =1 1HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. �e p 1ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. 3/41 THICK 4:12 1 MAIN ROOF ------------- ------------------------ VENT REQUIREMENTS 1 I VENTILATION CALCULATIONS I 1 ATTIC AREA =1126 SQ. FT. / 300 - 3.75 SQ. FT. f X144=54oSQ. IN. TYP. CROSS-SECTION OF RAISED I TEXTURED FINISH BANDING AND / y� �e HALF AT o .4 SQ. IN. I23 UPPER S VENTS OR SAND FINISH KEYSTO N E OFF -RIDGE S I SCALE: 3' =1'-0" HALF AT LOW SOFFIT / EAVE VENTS = 270.24 SQ. IN. 0 i ACTUAL SOFFIT VENTILATION = 629 SQ. IN. i 1 1 1 I 1 6:11 O� 6:12 I PLT. HT. aT SHINGLE ROOF SECOND FF. LINE _ 4� aO T.O.M. e MAIN FF. LINE _ 1 1 1 1 1 1 A t TYP. 1 OVERHANG AT HIP I yA I (UNA) �1 I 1 1 F-, -4 I I I I —1 -------L 1 1 1 t 1 GARAGE ROOF VENT REQUIREMENTS 1 VENTILATION CALCULATIONS ATTIC AREA = 557 SQ. FT. / 300 =1.86 SQ. FT. 1 X 144 = 267 SQ. IN. I 1 HALF AT UPPER 2/3 ROOF VENTS =133.68 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =133.68 SQ. IN. AMAL SOFFIT VENTILATION = 423.6 SQ. IN. ROOF PLAN 12 Qb b� SHINGLE � b ROOF 7 f - - _ _ PLT. HT. _ LSTUCCO i0 o e FINISH ELJ* ° 12 8 SHINGLE ab t 8° SECOND FF. LINE ROOF 7 — -SECOND FF. LINE ZZI , T.O.M. / T.O.M. _ LTEXTURED �-TEXTU�D FINISH 7 e FINISH 7 =w HH ; - _ - - _ MAIN FF. LINE _ - _ - - - _ -MAIN FF. LINE , GRADE LINE (ASSUMED) 1 r 1'•"t' r r1 i n n'r rN n �c WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 IS 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 FB.CR - 6TH EDITION (1011) 8322 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQ11REMENTS OF ASTM F 2090 PER FB.CR - 6TH EDITION (1011) 8322 r TRUSS ROOF TRUSSESTRUSS AT 24" O.C. 12 (TYPICAL) ab e 1'2 LOFT ❑❑ ❑❑ -STORY ❑ ❑BR. IM VOLUME 4 7 ❑ ❑ ❑ ❑ / �- FLOOR SYSTEM BEAM a, BEAM CONC. - LINTEL LANAI GATHERING a DINING KIT. 1 IEMI SECTION AA SCALE: 1/5' =1'-0" Qb GIRDER ROOF TRUSSES TRUSS AT 24" O.C. (TYPICAL) 2 CAR GARAGE = z � o y: .W 'U fr: Q = 12 6 ''''��► 111 11�````` LSHINGLE 11 1200E LSHINGLE ab / G.C. VERIFY ROOF 7 ALUMINUM OVER 2xb SUB -FASCIA e w 6" BANDING T (TYPICAL) _ 4" BANDING STUCCO STUCCO ITYPJ FINISH FINISH 1'-2" W. x 4'-0" R DECORATIVE e FIXED SHUTTER o, TEMP. LSHINGLE 12 4" BANDING b (TYP) nV SHINGLE U ROOF 7 Q SECOND FF. LINE ROOF ab j SECOND FF. LINE b" BANDING TDA - T.O.M. COACH 6" BANDING -LIGHT 4" BANDING :r TEXTURED E:1 1:1 EIF—]E] ❑ [71 a 6 o• FINISH TEXTURED , ❑❑❑a❑❑❑❑ � FINISH 1:17-1 El El El I I BANDING MAIN FF. LINEIQ 111711 1 1 MAIN FF. LINE © COPYRIGHT 2014, TAYLOR MORRISON GRADE LIN): 4" BANDING (ASSUMED) FRONT ELEVATION- 12 b� ,/ SHINGLE SHINGLE b 2 LSHINGLE Q6 ROOF 7 ROOF 110017 � 7 i / PLT. HT. T. HT._ PLT. HT. _ _ _ _ _ _ _ PLT. HT. _ STUCCO Ej� FINISH LSTUCCO @ �A TEMP. e * FINISH? 0. a F.G. r a' 2 12 FINISH r SHINGLE a SHINGLE f 12 C 6 �SNINGLE b� 8" 7 a4 SECOND FF. LINE 4D a4 SECOND FF. LINE SECOND FF. LINT ROOF - — ROOF SECOND FF. LINE T.O.M. _ T.O.M. __" TAM — - TOM. TEXTURED TEXTURED v :ir -TEXTURED as -TEXTURED = FINISH * e -� a FINI5H6. FINISH? «� «, FINISH?zn �a TEMP. 7k MAIN FF. LINE _ _ _ TEMP. MAIN FF. LINE MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RE AR ELEVATION RIGHT ELEVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = I'-0" INCLUDED ELEVATION GARAGE LEFT • • JOB NUMBER - • CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED by x 0 w 150 SLATE STREET EAST OUXMAK FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWWnAVISBEV SCAM TAMPA • DENVER -- EST. 1994 - J too to 0 _j Nw 2 N M L >_ JM L L °m�'• 0 0 E 8% co 3:1111 N �^ 0� Z��a • JOB NUMBER - • CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED by DAVIS BEWS DESIGN GROUP 150 SLATE STREET EAST OUXMAK FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX WWWnAVISBEV SCAM TAMPA • DENVER -- EST. 1994 - 1; 6 11 �11111 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,). MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 Of THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY v l W O O ne 0o O z� O ce =O 1 'MM—' O W INN— >_ OQ Ile 1989 *11 • 71ILE • FRONT ELEVATION DETAILS • SHEET • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF 1SSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM ODER TYPICAL WINDOW AND SLIDING GLASS SILL PLATE SEE NOTE #2 WALLH S EATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS qr FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO y�R RESISTIVE BARRIER & ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFS�sT 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIV BARRIER l SILL PLATE (SEE DETAIL B �F,P FOR OPTIONS) 2 `S( .. CORNER PATCH 0 FLASHING 1 •U FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED 1 WINDOW) FLASHING � 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS -WATERPROOF MEMBRANE /� FLOOR SHEATHING FLASHING. t i t t t t t t t t t t t t 2X8 TRIM BOARD t t t t t t t t STUCCO "J" MOLD SHEATHING SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK y SEE STRUCTURAL TYPICAL FLASHING AT BALCONY - WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT_ MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TOTHETOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMANVDMA 300, OR FMA/AAMANVDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS N.T.5. 15/32 O.S.B. SHEATHING X co BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z -- EST. 1994 ez=� �10 °'ao FLASHING UNDER S.G.D. AS O Jc''�%ap RUBBER MEMBRANE BEYOND - " SHOWN, PROVIDE 34" 1 BEAD OF V1�c'n�r°Di I � CONST: ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 0 0 I BETWEEN PAN FLASHING AND RETURN UP JAMB 6"'. USE 0CO I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALl 3�E LL0WOi I EXTERIOR FINISH WATER PROOF CAULKING t 1 PER BUILDER wo 00 ZN�a PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS qr FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO y�R RESISTIVE BARRIER & ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFS�sT 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIV BARRIER l SILL PLATE (SEE DETAIL B �F,P FOR OPTIONS) 2 `S( .. CORNER PATCH 0 FLASHING 1 •U FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED 1 WINDOW) FLASHING � 2 FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS -WATERPROOF MEMBRANE /� FLOOR SHEATHING FLASHING. t i t t t t t t t t t t t t 2X8 TRIM BOARD t t t t t t t t STUCCO "J" MOLD SHEATHING SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK y SEE STRUCTURAL TYPICAL FLASHING AT BALCONY - WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT_ MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TOTHETOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMANVDMA 300, OR FMA/AAMANVDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS N.T.5. • JOB NUMBER 27002.000 • CAD ME NAME FL ISSUED 01-05-18 REVISED X co L50 STATE STREET EAST CXMIM,FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWMAVISBEW&CAM TAMPA • DENVER -- EST. 1994 ez=� �10 °'ao O Jc''�%ap V1�c'n�r°Di L L I °ALL 0 0 0CO 3�E LL0WOi LJ�m wo 00 ZN�a • JOB NUMBER 27002.000 • CAD ME NAME FL ISSUED 01-05-18 REVISED • 717LE • FLASHING DETAILS II FL1 II DAVIS BEWS DESIGN GROUP L50 STATE STREET EAST CXMIM,FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX V VWMAVISBEW&CAM TAMPA • DENVER -- EST. 1994 ez=� • 717LE • FLASHING DETAILS II FL1 II SHEATHING TEXTURE FINISH COAT BROWN COAT FLASHING MASONRY BLOCK WALL _— WINDOW UNIT SLOPE SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 0.3 in: 12.0 in x w (0.6 cm: 30.5 cm) WOOD FRAME _- SELF -ADHERED FLASHING Lo i0 _j0 EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT CEMT. FIN. SCRATCH COAT CONSTR. 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE N90=o • BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED L SELF -ADHERED ADHESIVE TO BE APPLIED UNDER DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING ° REFER TO TECHNICAL / LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE SELF -FURRING LATH FLASHING BY _ _ THRESHOLD OF DOOR AND RETURN LETTER ON CHEMICAL / WEATHER PROOF CAULKING DETAIL WP01) " SCORED COMPATIBILITY�... :..;:::>::.::<:._... LAPPING DOWN = UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF • SELF -ADHERED FLASHING / • ° 'O (BEFORE FOLDING, SCORE 04 t J * m �h OVER RIM JOIST AND RELEASE PAPER TO EXPOSE ° VERTICALLY FROM BOTTOM ADHESIVE AS SHOWN) TWO LAYERS WR13 TWO UP WALL BY 6 IN OF THRESHOLD SELF -ADHERED FLASHING ' SECTION -A (SEE ° ° WEEP SCREED SELF -ADHERED FLASHINGO / \ V1 TERMINATE SELF SEAL TOPS OF ' ADHESIVE FLASHING JOISTS UNDER SUBFLOOR SELF -ADHERED FLASHING AT LOWER NOSE OF DECKING (SEE �.17 M.W.W.S. DETAIL WP07) DO NOT FLASH OVER i / SEAL TOPS OF JOISTS SELF ADHESIVE RIM JOIST FLASHING MASONRY BLOCK WALL _— WINDOW UNIT WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL SLOPE SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 0.3 in: 12.0 in x w (0.6 cm: 30.5 cm) L50 STATE STREET EAST O1d7SMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER SELF -ADHERED FLASHING Lo i0 _j0 EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT CEMT. FIN. i BUILDING PAPER r— WIRE LATH WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER x w EXTERIOR L50 STATE STREET EAST O1d7SMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER — =� EST. 1994 - Lo i0 _j0 SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 0 EXTERIOR SHEATHING �` 3/4"-T' BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE N90=o BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD THROUGH SELF -ADHERED L '> _I N DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING L L REFER TO TECHNICAL / LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE 0 O LETTER ON CHEMICAL / WEATHER PROOF CAULKING DETAIL WP01) " SCORED COMPATIBILITY�... :..;:::>::.::<:._... _. RELEASE PAPER • SELF -ADHERED FLASHING / • SELF -ADHERED FLASHING, 'O (BEFORE FOLDING, SCORE 04 t J * m �h EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE . VERTICALLY FROM BOTTOM ADHESIVE AS SHOWN) - / OF THRESHOLD ' SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHINGO / \ V1 NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER i / SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) "INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS •• INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 s BUILDING PAPER �', 7/16" O.S.B. �, ', SHEATHING METAL ' FLASHING �'. 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN— ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FORM WATER SHEDDING LAPS FLOOR SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING j ASPHALT SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED j SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE j CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING <>:c�a > •: SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A 6„ a` >,: BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. ,.L" >..f' :y„`'y< aL FLASHING PER DIVERTER a > >'• : yr MANUFACTURES N FLASHING :..:.... SPECIFICATIONS SEALANT > \ _ OVER ROOF .....:: . s . >:' ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ' ' ; ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS FASCIA ”>- :r2;a, •: ; UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS > a; > COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHINGW/TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS ;• •"• "•"" OVER ROOF ri..:: el vSHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE .'r • �,� w. w K _- ROOF SHINGLE PER ti Mf�� w+w w w ;'ri' w www'.: FLASHING CONTRACT wL Rt : : t.: OEG� - - w»: 1100 METAL DRIP EDGE TO zc s�>`.:aoa.. q� YS BE UNDER CAULKING ' " ;.' > `" : `.>. rye y��cl UNDERLAYMENTAT > > 'ROOF EAVES w ys.`: > a i > > C q� .� OOp Dec :O� O�N� R ' TYPICAL ROOF TO q,Qq,�o ,Qo 2 S,o No�R� \ \ 'oD WALL FLASHING DETAIL `9gTtiro��Rs� ARSE 0o,,asE s� \ q'CN CO % RAKE METAL DRIP EDGE z� TO BE OVEREAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" e 2 ° FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES TO USE I5TH 1/2" IF DRIP EDGE IS USED, OR N ASPHALT SEALANT: COURSE ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE USED. FLASHING DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" 6 TO 12" WI VALLEY CENTERLINE DE STRIP OF ASPHALT PER PLAN RAGING CEMENT. 6" HIGH SPECS. DIVERTER 6•��a CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF .GALV. 'L' FLASHING TYPICAL. TRIMMED SHINGLE ROOFING FELT —CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL NOTE: �\ THE BUILDING PAPER AND f METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. i ` •P•o BLOCK ••o ••o•o•o•o SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED – FLASHING PATCH ADHERED FLASHING JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED x w L50 STATE STREET EAST O1d7SMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER — =� EST. 1994 - Lo i0 _j0 0 JW N90=o L '> _I N L L DaIL 0 O �m U 'o h 0JCC) E 0 Y 1 0) 04 t J * m �h 00 z12ov JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED • TI TLE • FLASHING DETAILS FLASHING DETAILS FL2SHEET DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST O1d7SMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&CAM TAMPA • DENVER — =� EST. 1994 - • TI TLE • FLASHING DETAILS FLASHING DETAILS FL2SHEET MICROWAVE - OUTLET +14' NET Y L LAK VAKAVt I i [ W.P. A/C [ L GFl DISCO HORIZ -LMAAKKET UP 150 AMP ' GFJ. FIXTURE ELEC.. ELEC. METER PANEL CLG. GFT. OUTLET FOR G.D. OPENER I WP. GFJ.FOR r--------------------� ' TII.G. SERVICE i I I GFJ. * * * IATRRIG I I AT 48' W. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED coACH LIGHT COACH I LIGHT HORIZ MAKE -1 LIGHTS ELECTFRICAL KE` [� WEATHERPROOF DUPLEX OUTLET [amu,. GROW FAULT NTERRIPTER DUPLEX OUTLET KD-- HALF -SWITCHED DUPLEX OUTLET [ SPECIAL PURPOSE OUTLET DUPLEX OUTLET N FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SUTC 4 $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT L64T FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN IQ EXHAUST FAN&IGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR . so SMOKE DETECTOR (ARC -FAULT) SMOKE / CARBON MONO. COMBO DETECTOR (ART' -FAULT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT 11 ELECTRIC METER Aw ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <1U7 ROUGH -N FOR OFT. CEILING FAN v J cAc,, CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -N FOR OPT. CEILING FAN NOTES L PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRIFTERS (GF.0 AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42' OUTLETS ..... 14' TELEPHONE.. 14' (UNLESS ABV COUNTERTOP) TELEVISION.. J4' 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 BA AND 20A RECEPTACLES N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.Cl DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 406.12 AND 40613 5. ALL E5A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE CsFLJ. PROTECTED (GFJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN HILL COMPLIANCE WITH NFPA 10, NEL. 2014, F.BLR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F056IL-FUEL-15URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING: WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAIft SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALL. CABLE MAN DISC NNECT ME?ER A/C COMBO - SQUARE D DISC. REFER TO FLOOR TYP. '14 AND '12 COPPER TO PLAN FOR NOTEDMAN DISC. NSIDE LIGHTS AND OUTLETS AMPS. REHIRED PANEL '10 COPPER TO WATER DATER UNDERSROUND I I w '8 COFFER TO RANGE SERVICE BY POWER COMPANY '4 COPPER t0 5/8' GROUND ROD ALSO SERVICE TO BE BONDED t0 FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL C01KT W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT • JOB NUMBER • CAD RLE NAME LOT 81 ISSUED 07-12-18 REVISED K w Iso STATE STREET EAST OLDRANt, FLORIDA 34671 813. 925. L300 TEL 80. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER --..� EST. 1994 - U too 0 J �O (4 a� CD 0 C s� -i Cl L ? s 04 L L °m�. 00 0 'O3�EJ � n O � CO 1 L 0) =0�cy- IFANON �+ 0 0—T • JOB NUMBER • CAD RLE NAME LOT 81 ISSUED 07-12-18 REVISED 1989 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP Iso STATE STREET EAST OLDRANt, FLORIDA 34671 813. 925. L300 TEL 80. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER --..� EST. 1994 - 1989 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • GL. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED ELECTRICAL KED' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE WINTER WEATHERPROOF DUPLEX OUTLET F1 GROUND FAULT NTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FO SPECIAL PURPOSE OUTLET 150 STATE STR86T EAST OLD6MA& RXWMA 34677 813. 925. L300 TEL 813.925.1800 FAX W W WnAVIBBEWS.CAM TAMPA • DENVER DUPLEX OUTLET N FLOOR U *o 120 VOLT OUTLET WALL SWITCH J3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOINTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRAGIC LIGHT IL FLUORESCENT L04T FIXTURE (� EXHAUST FAN - .. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR (ARC -FAULT) sc SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I -Q TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL.) Q THERMOSTAT BEI ELECTRIC METER J ELECTRIC PANEL -� DISCONNECT SWITCH ® WEAKER (OPTIONAL) HORIZ ROUGH -N FOR OPT. CEILNG FAN MAKE-UP LIGHTS CEILNG MOUNTED INCANDESCENT LIGHT FIXNRE IN G J ROUGH -IN FOR OPT. CEILING: FAN NOTES- l PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFJ) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW NDICATES. 2. UNLESS OTHERWISE NDICATED, N5TALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES .... 42' OUTLETS..... 14' TELEPHONE.. 14' (UNLESS ABV COUNTERTOP) TELEVISION.. 14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING: ROOMS, FAMILY ROOMS, DINNCG ROOMS, LIVING: ROOMS, PARLORS, LIBRARIES, DENS, SINROOMS, RECREATION RD", CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE ARCD. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 1014 40612 AND 40613 5. ALL BA AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFLJ. PROTECTED (GFT). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN DILL COMPLIANCE WITH NEPA 10, NEL. 2014, F.B.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCES. 1. EVERY BUILDING HAVING A FOSSILAa-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 SLEEPNG PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDNG WIRNG WHEN SUCH WIRNG IS SERVED FROM THE LOCAL. POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTNG LABORATORY. • SHEET4 B • X W 150 STATE STR86T EAST OLD6MA& RXWMA 34677 813. 925. L300 TEL 813.925.1800 FAX W W WnAVIBBEWS.CAM TAMPA • DENVER ESI: 1994 U *o 0 J L- /A N n (00 .220 L>;JM L L IL 00o_ .. o0 r0 ° �� n Q1 Lt'P A o� c Z r � ov • SHEET4 B • DAMS BEWS DESIGN GROVP 150 STATE STR86T EAST OLD6MA& RXWMA 34677 813. 925. L300 TEL 813.925.1800 FAX W W WnAVIBBEWS.CAM TAMPA • DENVER ESI: 1994 • SHEET4 B • MR on FLOOR TRUSSES FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURP05ES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER NU55 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. L1NLE55 NOTED OTHERW15E: I: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON META20 (AT EACH ) / (8)10d x 1-V2" (UND) 1: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMP50N HETA20 (32" O.C. M�X� W/ (S)10d x 1-1/2" (115EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED") (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HIDA W/ (18)10d x 1-1/2' OR SIMP50N HT520 W/ (24)10d x 1-1/2' (TYP. FRAME TO FRAME ALL-AROUND (UXO) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMPSON M6TCMb0 MAY BE SU55TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR LEDGERS �11111111/��/ (THE FOLLOWING SHALL APPLY UNO.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 150 STATE STREET EAST OLDS1MR,13ARIDA 34677 813.92.5.1300 TFL 813.925.1800 FAX W W WDAVISBE%V&C.OM TAMPA • DENVER. AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). : 2 , 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE coo .�W J — LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE • LEDGER (MIN.). LEDGER G (LC) - ��'�,�6y'• TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. FRAMING FASTENER CAPACITY LEGEND • 'O��`.�� OSIMPSON MTSMI&, 20 - (1)10d w/ (4) 1/4" x 1 V4" TITEN (TYP. 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)10d O / 1 LEDGER E (LE) - FRAME TO MASONRY) EMBED A.B. INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN 1111 O2 SIMPSON MEtA18-40 - (8)10d x I -1l1" (1YP. FRAME t0 MASONRY) SIMP50N SET -XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 2x8 PT W/ 5/8" DIA. x 8" AS. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A 12 SIMPSON HIDA - (18) 10d X I I/1" (TYP. 5YP FRAME) REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE O SIMPSONMStAM14 - (9)10d w/ (5) I/4" x 1 V4" TMITYP. ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - FRAME TO MASONRY) @ SIMP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ® SIMPSON LTT20B - (10)-10d + I/2" x 10" AB (TYP. FRAME TO ALL-AROUND) C ORD HU/HUC28-2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY. U.N.O. MAS/FRM ALL-AROUND) 14 SIMPSON LSTAI8 - (14)10d (TYP. FRAME TO FRAME) 5 O SIMPSON HETA20 - (91-10d x 11/1" (TYP. SYP FRAME TO MASONRY ALL -ARM) Ig SIMPSON HT520 - (24)10d I V2" or (20)10d (TYP. SYP FRAME TO 6 O SIMP50N HTT4 - (U 5/8" dia. A.B. + 16-I6d BOLT IN 51MP50N SET FRAME ALL-AROUND) EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. SYP FRAME 16 SIMPSON LSTA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) TO CONCRETE) ® 5IMP50N HTT4 - (1) 5/8" DIA. ATR + (18)16D. EMBED A.B. INTO li (2) SIMPSON MTS18 - (14)10d I U1' AT EA STRAP (TYP. 5YP FRAME TO MASONRY K.O. BLOCK 6' (MIN) INTO MASONRY KA. BLOCK WITH FRAME) SIMPSON SET EPDXY. (TYP. SYP FRAME TO MASONRY) I8 (2) 51MP50N HT520 - (24)10d 11/2' AT EA STRAP (TYP. SYP FRAME ® SIMPSON 1474 - (1)5/8" DIA ATR + (18)160. EMBED AB. INTO MASONRY KO. BLOCK a" (MIN) INTO MASONRY K.O. BLOCK WITH TO FRAME) SIMP50N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) 19 SIMPSON ST6214 - (18) Ibd (TYP. FRAME t0 FRAME ALL-AROUND) O 51MP50N MGT - (1)5/8 DIA ATR 4 22-10d EMBED ATR 12' (MIN) (3) SIMP50N HT520 - (24)10d 10' AT EA STRAP (TYP. 5.YP. FRAME INTO MASONRY K.O. BLOCK WITH SIMP50N SET -XP EPDXY. (TYP TO FRAME) 2 -PLY TRUSS HEEL TO MASONRY) 21 (4) SIMPSON NTS20 - (24)10d I la" AT EA STRAP (TYP. 5YP FRAME ® SIMPSON LGT3-5DS 25 (12) 1/4" x 3' 5D5 AND (4) 3/8' x 5" TITEN TO FRAME ALL-AROUND) HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. 22 SEE GABLE END DETAIL -ENGINEER DETAIL PAGES FOR 3 -PLY TRUSS HEEL MASONRY) ® SIMP50N MSTAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME SIMPSON HTT5KT - (U 5/8" DIA AB.+ 26-5010' x 21/2' BOLT IN 24 SIMPSON HT5Mi6 - (8)10d x 11/2" w/ (4) 114" x 21/4".TITEN 2 (TYP. SYP SIMP50N SET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. 5YP FRAME TO MASONRY ALL-AROUND) FRAME TO CONCRETE) 25 SIMP50N MSTCM40 W/ (14)-I6d SINKERS AND (10) 1/4" x 11/4" TITEN 2 j g 0 SIMP50N HGT-2 (2 ply member) -(2) 3/4" DIA AS. + Ib -10d EMBED SCREE A.B. INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN SIMP50N 26 5MO50N M5TCM60 W/ (20)-lbd SINKERS AND (14) 1/4" x 2 114" TITEN 2 SET -XP EPDXY. (TYP 5.YP. FRAME TO MASONRY) SCREW5 NOTES: L TUSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER t0 THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTER 1. CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C -C-2011), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL — CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURP05ES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER NU55 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. L1NLE55 NOTED OTHERW15E: I: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON META20 (AT EACH ) / (8)10d x 1-V2" (UND) 1: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMP50N HETA20 (32" O.C. M�X� W/ (S)10d x 1-1/2" (115EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED") (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HIDA W/ (18)10d x 1-1/2' OR SIMP50N HT520 W/ (24)10d x 1-1/2' (TYP. FRAME TO FRAME ALL-AROUND (UXO) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMPSON M6TCMb0 MAY BE SU55TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY INCLUDED ELEVATION W/ LANAI TRUSS STRAPPING PLANS GARAGE LEFT SPECIFICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY UNO.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 150 STATE STREET EAST OLDS1MR,13ARIDA 34677 813.92.5.1300 TFL 813.925.1800 FAX W W WDAVISBE%V&C.OM TAMPA • DENVER. AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LC) - (2) 2x8 PT W/ 5/8" DIA. x 811 A$. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD Oro" O.C. MAX.) W/ SIMPSON NU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER 00 � CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/6" DIA. x 811 A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" AS. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A y� T REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD Oro" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY. U.N.O. 101916 INCLUDED ELEVATION W/ LANAI TRUSS STRAPPING PLANS GARAGE LEFT JOB NUMBER 0 CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED x DAVIS BEWS DESIGN GROUP C 150 STATE STREET EAST OLDS1MR,13ARIDA 34677 813.92.5.1300 TFL 813.925.1800 FAX W W WDAVISBE%V&C.OM TAMPA • DENVER. to to J 'O n0) N„ � 0N a_ Y M01 L EijCY L L °CO'LL m 2`J ~ 00 � E � 0 o co 4 L W M. Lcy0 a+ �m y� T 0 z101v JOB NUMBER 0 CAD FILE NAME LOT 81 ISSUED 07-12-18 REVISED i=.l ail 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 RAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO 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 WINv W l O O nc z M O z� Ortloo =O rvoo l� W O O Q 1989 • 71 TLE - • TRUSS STRAPPING PLAN DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDS1MR,13ARIDA 34677 813.92.5.1300 TFL 813.925.1800 FAX W W WDAVISBE%V&C.OM TAMPA • DENVER. EST. 1994 i=.l ail 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 RAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO 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 WINv W l O O nc z M O z� Ortloo =O rvoo l� W O O Q 1989 • 71 TLE - • TRUSS STRAPPING PLAN GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 1/8" STUCCO OVER 1/16" 058 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS 0 THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED 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 BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, 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 CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S 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 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURERS SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 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 e 16" O.G. 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 ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE LOCATIONS WHERE THE BEING FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.G. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON 5D525600 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 1/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH 51MI-SON SPI CONNECTORS AT EACH STUD. •• - IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD -- AND SHALL BE NAILED WITH (6) 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. THIS ATTACHMENT SHALL ALSO APPLY AT ALL •• ALL KNEE WALLLDIRECTION THAT ,4 SO FAT ORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. . L •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE /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 CEILINGS TO 5E'1/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE) • •• 89045.1 NAILS: NAILS SHALL 5ECORRO51ON-RES ISTANT NAL15 CONFORMING TO ASTM F1661 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MEGHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TAS114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS • FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • 5RICK/5TONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS/� PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.G. W/ 4" LAP ONTO BRICK 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 SCREWS 6 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.LA. 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/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE 5RICK/5TONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO 1-/600 IN THESE • OUNDATIONPURPOSES HAPVESBEEN SEED FOR THERT. ADDITIONAL DEAD LOAD DUE TO 5RICK/5TONE. • 5RIGK/5TONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER 5RICK/5TONE CRITERIA IS 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. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/45CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER -STRUCTURES (ASCE -1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 1 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 IS 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 IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON -STAN A OA D RD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING=, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE 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 IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi -1 26 DAYS (U.N.O.). 43. REINFORCEMENT REBARS ASTM ,4615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE 111 4.13. USE 0.151. 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 530.1/45CE 6/TM5 602), PUBLISHED BY THE MASONRY - SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 PSL 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 52.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE: 5.2.6. GROUT SHALL COMPLY WITH ,OSTM C416. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 8"411. 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 AS SPECIFIED ON PLAN SET. 53.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 53.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 53.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE 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 (3/0'7, AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 546, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 62. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED 's BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 63.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. "2 OR BETTER. 63.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED ' 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 63.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. to.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER; AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 6 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 6 4'-0 O.C. MIN. 6.3.1. 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 PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A GCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.0.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE " MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.63. FLOOR CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS - GENERAL STRUCTURAL NOTES (CONT.): - 6.1 ALL NAILING 4 BOLTING' SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCSI RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER'0752, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. a 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5DS25600 '1 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE 10 24" O.C. AS PER DETAIL 'F'/52. BLOCKfNG DEFINED (THE FOLLOWING SHALL APPLY N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB 5PACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. -STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWW SHALL APPLY UNO- F$ALL 2" DIA. A.B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE HAVE A MINIMUM EMBEDMENT OF 5". 2" DIA. OR 5/8" DIA. A$. INTO THE SIDE OF FILLED MASONRY HAVE A MINIMUM EMBEDMENT OF 5"2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL 11 HAVE A MINIMUM FMRPOMFNT nF r," • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF l". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 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 PIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION = Y cw � VORTEX EN6INEERIN6, LLC., AND SHALL BE (THE FOLLOWING SHALL APPLY UXOJ Otv�j CONTRACT ONLY. ANY CHANGES TO THESE • ALL STRINGERS TO BE 2-2X12 02 SYP. dOo ENGINEERING, LLC, OR ANY CONSTRUCTION • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER �.•• �, /� •.., ENGINEERING, LLC SHALL AUTOMATICALLY • LLEL TO 4 BY A WALL ALL BE ATTACHE STRINGERSMASONRY/CONCAWWIITH 8" HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED •• 4' DIA X 3"TAPCOD AT O.C. STHAGGERED ALONG D E LENGTH OF THE STRINGER (USE PT AT MAS/GONG.). /ll SPECIFICATIONS ACCOMPANY THESE •• 6 WOOD WITH (4) 0.131 X 3j" NAILS AT EA. STUD MIN. (16" O.C. MAX) FOR ADDITIONAL CONDITIONS. REVISIONS •• 1F STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS NEW CODE UPDATES DK/PK • - ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: ADDED 142 MPH SHEETS •• 9 CONC. W/ 4" DIA. X 3" TAPCONS 6 12" O.C. REVISIONS •• 9 WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. DK/PK REVISIONS •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. GEN NOTE REVISED OK/PK • LANDINGS SHALL BE BUILT AS FOLLOWS: - - •• JOISTS TO BE 2X8 02 SYP, MIN. ,a IV' O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 "2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END: W a WoxW LZZH •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X3j" RS. END NAILS AT EACH LANDING JOIST, 4 +�+1=0W n wzo� (2) 0.131 X 3j" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. ��yM a CaZaj-W I.L =Zzzo�z?�z N Vi m 00 •• LEDGERS TO BE 2X8 WITH: aZ1JW SRo=ZW O ••� (4) 0.131X32' NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. 0 ••• 4" X 3" TAPCONS S 8" O.C. STAGGERED 6 MASONRY/CONCRETE ATTACHMENT. a~epit ZW%WO Q 1 ZZF-- •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. �f u=UZ O 2Zv' ZW n W maZ 'L Z • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE 83015 4 SECTION 8312. O um CONFLICTS elv�om �� C9 1 L,n w u_ Z E Ma: N N m (THE FOLLOWINGACL_4PPLY U.N.O.) to N ULTIMATE WIND SPEED (Vult) 142 MPH Lu 0 qt • REGARDLESS OF ANY NOTE TO THE CONTRARY IN ci Z LL n Q NOMINAL WIND SPEED (Volt) 110 MPH c GC THE PLAN SET, EXCEPT AS INDICATED BELOW, IN u - RISK CATEGORY 11 vi g09 ANY LOCATION WHERE THE PLAN SPECIFICATIONS ri0^a 0 WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS; THE INT. PRESSURE COEFF. +/- 0.18 ENCLOSED .01 MOST STRINGENT CRITERIA SHALL APPLY. w Q a Z MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER - - - OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL COMPONENTS AND CLADDING (ULTIMATE) CONTROL_ n� ROOF @ 10 SQFT + 28.6 /-117.1 PSF Q DISCLAIMER (THE FOLLOWING PPLY U.N.O.) DRAWN MK490K @ 20 SQFT +26.5/-109.1 PSF @ 50 SQFT +22.3/-99.4 PSF C,ONTRAGTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SQFT +20.2/-91.8 PSF FIELD AND REPORT ANY DISCREPANCIE5 TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. WALL @ 10 SQFT + 49.7/- 66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLE55 OF @ 20 SQFT + 46.3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SQFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERING, LUG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS @ 100 SQFT + 42.1 /- 55.2 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX @ 500 SQFT + 37.1 /- 41.3 PSF ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND 10' WIDTH + 43.6 /- 48.9 PSF 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9 /- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 16'+ WIDTH + 42.0/- 47.5 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL PIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO EN6INEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX EN6INEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NUTHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN6, 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 OK/PK a c c o W OC^ auua0 LI.J - RHO iE? 0 2 W W W W LL 2 x 5 O a d O W a WoxW LZZH +�+1=0W n wzo� Lu = N ��yM a CaZaj-W I.L =Zzzo�z?�z N Vi m 00 aZ1JW SRo=ZW O -27ui 0 ~O a~epit ZW%WO Q 1 ZZF-- ILL Q �f u=UZ O 2Zv' ZW n W maZ 'L Z Wa_j FWCCVWfOC 61.d UJ uj C3 a O um elv�om �� C9 1 L,n w u_ Z E Ma: N N m W 1— p 000 M to N �N Lu d0 3: M Lu 0 qt ci Z LL n Q Y Z ;� ? m O c GC W 00 u u - ¢ W a vi g09 o - ri0^a 0 • �� .01 o w Q a Z .O� n� Lu Q DATE 03-08-18 SCALE NOTED DRAWN MK490K JOB - Sheet content: Structural Notes Sheet number: N1 142-2-7.5 PRE- ENGINEERED WOOD 12 TRUSSES 6 24" O/C (TYP) 5EE ELEv. UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON SP2 6 EA.5TUD 1/16" APA RATED SHEATHI SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.P.F. TOP PLATE 10" MIN. : :... KO. CMU BOND f BEAM EMBED ACI _44 STD. HOOK IN BOND BM. ` 15 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS "5 DOWELS SEE PLAN FOR f". LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI_ �, 0'-0" FINISHED STD. HOOK IN FLOOR . ' •:. FOOTING ..;. '• ..; •: �' ... '• ..•.. 2X4 PT STUDS a 16" O.C. OR .. f•' .- ll>?X4 PT STUD 24'1 O.C. CRICKET AS • - s' FOOTING SEE FOUNDATION UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -- SIMPSON SPI 6 EA. STUD MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.B. tv 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 5IMP50N META20 6 EA.STUD MOISTURE BARRIER 8"XS"XV' KO. BLOCK W/1 *5 CON . , (I>"5 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90' HOOK IN K.O. BLOCK WATCPWLEGEND "AT NOTE:x6 WALLS USE SPH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 6ID BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LEWSTH LAP SPLICE PLANS, REGARDL.E55 OF HOW MINOR, DAN "B" "G" MD. "A" MB" "Ca "Da 03 11/8 41/2 1 1 15 21/4" 4111 91/4 16 04 21/2 6 91/2 20 3" 6 121/2 21 05 31/6 15 113/4 25 3 3/4" 4. 4. % . 33/4 9 14 30 4 1/2" 9 181/2 35 01 43/8 105 1 161/2 35 5 1/4" 105 213/4 53 08 - - - - S" 12 243/4 14 45 - - - - • : U t • LL. LLI CL tn I Urn -: T-4 cn s� - L M N d M W F-` Q 00 Ln M � l�0 LLi �O Lu �vQ 3: Ln .,,I N C9 z LL ^ Q Y z m O Oto d C W U Q�( LU Q LL cA g a cL o ®adn Z ' / fe Oe% 2�. ' • i '• • .z_ . ��, ��" • . .� I�n , •1.3-11!" d ♦ : l ..� �.. d.l ° 1 n� I vJ DATE 03-Pi8-IS \•. ) - l•. -fes i_"_"'`.•. �.l�°i� • Ila i LAP SPLICE EMBEDDED STD. 900 HOOK STD. 180° HOOK 10" MIN. : :... KO. CMU BOND f BEAM EMBED ACI _44 STD. HOOK IN BOND BM. ` 15 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS "5 DOWELS SEE PLAN FOR f". LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI_ �, 0'-0" FINISHED STD. HOOK IN FLOOR . ' •:. FOOTING ..;. '• ..; •: �' ... '• ..•.. 2X4 PT STUDS a 16" O.C. OR .. f•' .- ll>?X4 PT STUD 24'1 O.C. CRICKET AS • - s' FOOTING SEE FOUNDATION UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -- SIMPSON SPI 6 EA. STUD MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.B. tv 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 5IMP50N META20 6 EA.STUD MOISTURE BARRIER 8"XS"XV' KO. BLOCK W/1 *5 CON . , (I>"5 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90' HOOK IN K.O. BLOCK WATCPWLEGEND "AT NOTE:x6 WALLS USE SPH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 6ID BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LEWSTH LAP SPLICE PLANS, REGARDL.E55 OF HOW MINOR, DAN "B" "G" MD. "A" MB" "Ca "Da 03 11/8 41/2 1 1 15 21/4" 4111 91/4 16 04 21/2 6 91/2 20 3" 6 121/2 21 05 31/6 15 113/4 25 3 3/4" 15 151/2 26 % . 33/4 9 14 30 4 1/2" 9 181/2 35 01 43/8 105 1 161/2 35 5 1/4" 105 213/4 53 08 - - - - S" 12 243/4 14 45 - - - - 9" 135 28 95 NOT FOR USE IN THE HVHZ (DADS BROWARD) EMBED ACI INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail STD. HOOK IN "5 BAR VERTICAL WALL REINF. (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPHS S-1 scALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRUSS TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRG. TRUSS BRG. FOR WALLS LARGER THAN , Rebar La , Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMP50N SPI'S ON "J" BOLT W/ NUT 4 WASHER (REFER TO S-1 SCALE:NTS NOTE: EACH SIDE OF STUD TO NTC Its CsE1JD REGARDLESS BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION OF HATCHING SP2'5 ON EACH SIDE OF 15 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: "5 DOWELS SEE PLAN FOR STUD BEARING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT LOCATION LAP 25" MIN. WALL SHOWN ON TO TOP PLATE w/ UN.O." 2x6 P.T. JAMB "AT 2x6 WALLS USE SPH6 %.' INTERIOR LOAD (SEE PLAN FOR PLANS, WALLS SIMPSON SPH4 w7 CELLS SOLID o UPLIFT CONNECTOR EMBED ACI CONNECTORS IN LIEU OF BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR (SEE TRUSS SHEET SPH4 CONNECTORS SHOWN. CLEAN OUT (W/O UPLIFT) STUDS 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING 'd NOTE` FOR SCHEDULE) AT 2x8 WALLS USE SPHS STD. NOOK IN EITHER g COLUMNS a "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF FOOTING 0'-0" FINISHED DIRECTLY OR SPECIFICATIONS JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. ; J` GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE FLOOR INDIRECTLY PLAN FOR SIZE) SYP 2x4 MIN. DBL. TOP PLATE (11 SIMPSON SPH4 W/(121 10d FOR WALLS LARGER THAN MASONRY/CONCRETE w/ I/2" DIA. x 8" COMMON NAILS EA. STUD 2x8 USE SIMPSON SPl'S ON FOOTING SEE FOUNDATION PLAN OUSE WALLS, .f.:.'. - . _ _.. _ ..•,..• .:... ,•,:. ARE TO BE A B. AT 24" O.C. STARTING 9" MAX. :...... r..'- � GARAGE TO INSULATE PER STUDS g 16" O/C , 1/2" DIA. x 8" HOUSE WALLS, BUILT AS " rRACK/BRACKET " I/2" GYP. BOARD " EACH SIDE OF STUD TO ..: FOR SIZES 4 MORE INFO. BEARING WALL CALCS/SPECS I/2 DIA. x 8 TITEN Hp 24 FROM THE SLAB, USE 2 DIA. WASHERS I/2 GYP. BOARD BOTTOM PLATE 4 5IMP50N ' '• '• •: s: TITEN HD 48 INSULATE PER O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK . ` :.:..;• W/UPLIFT 5P2'S ON EACH SIDE OF ` O.C. MAX (SEE CALCS/SPECS SPECS. •' w' ' FOUNDATION (1) SIMPSON SP H4 1500 LBS. ON EACH TRUSS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. "I STUDS g 16 O.C. STUD TO TOP PLATES. •. ' 'I . : ' . PLAN FOR w/ 12-10d NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UN.O." CATION OR STUD (STRAP TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 6 2'-0" INSULATION OR PER ENERGY LOCATION S) NEEDED ONLY OR EXCEPTIONS) Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCSJSPECS. N Mason Column Lanai/Ent Detail DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S-1 PT BOTTOM PLATE 0 _0 l W/ROOF UPLIFT) PT BOTTOM PLATE SCALE: NTS CONTROL. UN.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE SCALE:NTS • O -` - f '- •: 4 • ' ° ''` ° 4• : 0'"011 - - DBL 5YP TOP PLATE - - - - - llI 51MP50N SPH4 W/(12) 10d - 05 BAR TRANSITION ' 4"GONG. SLAB. SEE COMMON NAILS EA. STUD z i I •` ' _� FOOTING SEE I i I • _� FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR QOOK ACI STD. ,— - FOUNDATION PLAN FOR ,— - FOUNDATION PLAN MASONRY ATTACHMENTS THAT ' ',' MORE INFO. w K.O.OCMU BOND " `� ` _ _ _ I I ( I SIZES 4 MORE INFO. -III=III FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2" x 6" EL V 0'-0" TOP OF SLAB (K �, BEAM INFO. THREADED ROD SET IN SP4 e TOP 4 =: . f . - } O .y Load Brn Interior Stud Part. Detail 5IMP5ON SET EPDXY. o _ _ _ _ _�`• :.:- ; o .°•• B Load Brn Interior Stud Part. Detail - - - � S-1 Q!,)With NTS u Z T r • LL �� WIthOUt Uplift SCALE:NTS With Uplift 2 X S.Y.P.STUDS 16 O.C. U.N.O.° •4 `'"�' SEE FOUND. PLAN VERT. WALL REINF. p w FOOTING SEE w FOUNDATION PLAN FOR = LOAD BEARING OR ;,::,w,;,•: :...` :.:.• . r :•." _ •w SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. "5 BAR TRANSITION SHINGLE / TILE ROOF - SEE ELEVATION EXTERIOR WALL 2 X STUD (95go MODIFIED PROCTOR PER ASTM D1551) Q ,... PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL ACI STD. .., �•.• (TYP) TRUSS g 24 O.C. 10" x 1/2 DIA. "J" 8" C. M. U. Gara a Wall Section Brn Wall HOOK (TYP) ,: ;_ �� b.°••• .• PER MANUFACTURERS SPECIFICATIONS. SEE CONTRACTOR TO PROVIDE MANUF. ELEV. DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 6 P X P.T.STUD S-� SCALE:NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) VERT. IN W/ Uplift • ' �lll i1 UNDERLAYMENT TO COMPLY WITH FBCR CENTERED ON WALL `" ER FILLED 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" FLOOR Mason Transition Detail _ ELEVATION VARIES BRNG WALL ENIND 6 (4) 10d NAILS INTO S-1 SCALE: NTS TRUSS DBL TOP PLATE TOP OF MASONRYV TITEN HD 48" O.G. IF SEE BRIG. 2 X P.T. PLATE SOFFIT/FASCIA LESS THAN 5'-0" WALL IS 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 I/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR "� EXTERIOR FINISH ' ' PAGE FOR GARAGE ' : SOFFIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY APPLICATION _ - _ •_ •T, . _ / 10" 1/2 _ SECURE PLATE W GROUTED = ' ' • - VARIES SEE ROOF PLAN :• , . _ - -.�-.- ' GRADE DIA. J BOLTS 4 :•`::I: t '.: • . .. • ,; . _. _ •.. WASHERS ....' : • .. _ — _ S.Y. STUDS 6 16 "O.C. Ix2 Pr NAILER 8"x8" KO. CMU BOND BM. w/ I - "5 BAR (l) SIMPSON 5PH4 •. :: <' — — - p 4 LL 4 EPDXY IMAX CENTERED 2X S.Y.P.P *1 TU CONT. (MIN LAP 25") GROUT CELLS TYP. • _ . ' ,. '::::•� .` .• ''.:. ; I I—) I I -III- WALL. (REFER TO FN DRO LINTEL/BOND NOTE: (I I=III=_I FLR PLN FOR WALL INSULATION OR PER ENERGY OR CIP BEAM 1/2 DRYWALL SOLID -VERIFY W/ FLOOR PLAN. � , •• •� .,. ; - � • • � MISSING DOWELS DOWELS: PLACED INCFOOTING ORRECTLY e e• _ _ THICKNESS) VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL 6 - ' ' •' '' I I=III=) I I- CALCSJSPECS. MINIMUM ABOVE WITH EMBED ACI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE °' : ° .' — I — 4.. . 2X PT SOLE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W1 —III— CONT 1STAKENLY REPLACE IN BOND BM. 05 BAR FOR LINTEL SCHEDULE >s CONC. SLAB. USE SIMPSON SET GRADE 60 BAR INSTALL IN SLAB SEFOUNDATION MORE PLAN FOR = _ _ _ _ _ _ _ _ I I SEE FOUND. PLAN NIGH STRENGTH I '� W/ 5" MINIMUM EMBEDMENT, USE PRECAST CONC 5111 = _ — — — — = I I -I I II I I FOR MORE INFO. l EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT III—III—III—) I I—III=III=III=III—) I ( EL=V 0 -0 TOP OF SLAB = IN A ROW VOR 10 TOTAL ON A 1x4 e WINDOWS 4 S.GD. ' ' '—I 1—III=III=I �_� I I-1 I '- ` :�'= �; : :: ::' ��; l PROJECT WITHOUT WRITTEN APPROVAL. 15 BAR VERT. WALL REINF. CONT. NOTE: _ _ _ _ 70 BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS ZQ - • • ' "' •`' MISSING TRUSS ANCHORS: TRUSSES WINDOW W/ SCREEN NOOK 6" IN BOND BEAM. GROUT LL :. • �'± ':' I I WHICH ARE PLACED SUCH THAT AN USE SHS O • ' (WHERE APPLICABLE) CELLS SOLID. E P CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N SP2'S ON W FOUNDATION PLAN DRILL 4 EPDXY k EACH SIDE OF STUD TO TOP PLATES. UN.O." FOR SIXES #MORE ` `' `" MINIMUM EMBEDMENT w OR MISSING MAY BE FASTENED TO THE 8 x16 C1" I.U. PER ASTM C-90 (TYP.) -; - :;.`: U MASONRY BOND BEAM USING ONE Ix2 PT FIR STRIP 24" O.C. INFO. _ CLEAN 4 COMPACTED SOIL. 5 6IMP50N SET SIMPSON HTSMI6, MAX. CAP IS 1115 ". FM=1900 P.S.I. (MIN.) W/ TYPE M OR (95q• MODIFIED PROCTOR PER ASTM D1551) EPDXY i S MORTAR PER ASTM C-210 N MAXIMUM OF 5 IN A ROW 4 10 TOTAL 1x4 PT BASE NAILER @W/O Garage Wall Section Brn Wall r� WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" AB AT INT. SHEAR WALL scALE: NTsINSUL. PER CALCS. 4 SPECSEXISTING MASONRY 4"GONG. SLAB. SEE OR TITEN HD g ONS8d NAIL.SPFAOSTEN U Ilft ON AMO FOUND. PLAN 24 O.C. 1N TO TOP 4 BOTTOM BOND BE R ELEY 0'-O" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. SLAB FOOTING SEE :- : BLOCKING 6 46" O.C. 1/2" GYP. BOARD 2X STUDS 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR 5/8" CEMENTITIOUS FINISH PER ACTUATED PINS 6 PER ENERGY rD T ical Ext. Mason Wall Section FBCR 103.12 48" O.C. OR EQUAL CALCSJSPECS. Q TYP. Retrofit Vert. Dowel Detail $'1 SCALE:NTS CONT, 2X PT 501E �i SCALE: NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 ELEV 0'-0" TOP of SLAB O :..:� ..:.. , . , z ; , ,... .., . - TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: "`' `� - ' - <. • "5 T. SEEN -1 FOR I, 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN H ANCHORS - - -LL — — — VER CORNER :r ADDITIONAL/ALTERNATE E D ORS SPACED A MAXIMUM OF 24" O.C. W •� ' ::`�' :. -, •_ Q ' ,''.; �' '-'. SEE FOUND. PLAN -' CELL FILLED W/ PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: N .;::. CONCRETE FOOTING SEE _ CAULKED JOINT W/ 3/8' VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FACE COURSES LOADS 15 LAP CONT. #5 r.-NNGarage Wall Section Non-Brn 25" LAP H Wood Frame To Mason Attachment Detail �-' SCALE:NTS E Example CMU. Wall Control Joint Detail �, R Corner Continuit Detail - SCALE: N.T.S. Brng Wall Only SCALE:NTS SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS M FIELD AND REPORT ANY DISCREPANCIES PLAN FOR SIZES 4 MORE INFO. WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, WfTHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX Masonry Wall Reinforced Cell Detail PARTIES N THE PROJECT. IF BOUND L PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY s -i DK/PK REVISIONS SCALE: NTS ADDED 142 MPH SHEETS DK/PK 10" MIN. ADDED 160 MPH SHEETS DK/PK '; '' : `• • " '` ' 8x8 KO. CUM BOND BEAM -:'- - - w/ I- "5 BAR CONT. a o Z O e t`: PRE-ENGINEERED CONC. LINTEL W dL= 3oOx„'zb aZ e^NM-i ---- w/1-5 BAR CONT. a a 2421 ao2o?,z c� 040t—� zi26R to SW>g1�F_zSW *wDO W G ILL, NOT FOR USE IN THE HVHZ (DADS BROWARD) EMBED ACI INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail STD. HOOK IN "5 BAR VERTICAL WALL REINF. (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPHS S-1 scALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRUSS TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRG. TRUSS BRG. FOR WALLS LARGER THAN , Rebar La , Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMP50N SPI'S ON "J" BOLT W/ NUT 4 WASHER (REFER TO S-1 SCALE:NTS NOTE: EACH SIDE OF STUD TO NTC Its CsE1JD REGARDLESS BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION OF HATCHING SP2'5 ON EACH SIDE OF 15 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) NOTE: "5 DOWELS SEE PLAN FOR STUD BEARING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT LOCATION LAP 25" MIN. WALL SHOWN ON TO TOP PLATE w/ UN.O." 2x6 P.T. JAMB "AT 2x6 WALLS USE SPH6 %.' INTERIOR LOAD (SEE PLAN FOR PLANS, WALLS SIMPSON SPH4 w7 CELLS SOLID o UPLIFT CONNECTOR EMBED ACI CONNECTORS IN LIEU OF BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR (SEE TRUSS SHEET SPH4 CONNECTORS SHOWN. CLEAN OUT (W/O UPLIFT) STUDS 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING 'd NOTE` FOR SCHEDULE) AT 2x8 WALLS USE SPHS STD. NOOK IN EITHER g COLUMNS a "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF FOOTING 0'-0" FINISHED DIRECTLY OR SPECIFICATIONS JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. ; J` GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE FLOOR INDIRECTLY PLAN FOR SIZE) SYP 2x4 MIN. DBL. TOP PLATE (11 SIMPSON SPH4 W/(121 10d FOR WALLS LARGER THAN MASONRY/CONCRETE w/ I/2" DIA. x 8" COMMON NAILS EA. STUD 2x8 USE SIMPSON SPl'S ON FOOTING SEE FOUNDATION PLAN OUSE WALLS, .f.:.'. - . _ _.. _ ..•,..• .:... ,•,:. ARE TO BE A B. AT 24" O.C. STARTING 9" MAX. :...... r..'- � GARAGE TO INSULATE PER STUDS g 16" O/C , 1/2" DIA. x 8" HOUSE WALLS, BUILT AS " rRACK/BRACKET " I/2" GYP. BOARD " EACH SIDE OF STUD TO ..: FOR SIZES 4 MORE INFO. BEARING WALL CALCS/SPECS I/2 DIA. x 8 TITEN Hp 24 FROM THE SLAB, USE 2 DIA. WASHERS I/2 GYP. BOARD BOTTOM PLATE 4 5IMP50N ' '• '• •: s: TITEN HD 48 INSULATE PER O.C. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK . ` :.:..;• W/UPLIFT 5P2'S ON EACH SIDE OF ` O.C. MAX (SEE CALCS/SPECS SPECS. •' w' ' FOUNDATION (1) SIMPSON SP H4 1500 LBS. ON EACH TRUSS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. "I STUDS g 16 O.C. STUD TO TOP PLATES. •. ' 'I . : ' . PLAN FOR w/ 12-10d NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UN.O." CATION OR STUD (STRAP TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 6 2'-0" INSULATION OR PER ENERGY LOCATION S) NEEDED ONLY OR EXCEPTIONS) Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCSJSPECS. N Mason Column Lanai/Ent Detail DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S-1 PT BOTTOM PLATE 0 _0 l W/ROOF UPLIFT) PT BOTTOM PLATE SCALE: NTS CONTROL. UN.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE SCALE:NTS • O -` - f '- •: 4 • ' ° ''` ° 4• : 0'"011 - - DBL 5YP TOP PLATE - - - - - llI 51MP50N SPH4 W/(12) 10d - 05 BAR TRANSITION ' 4"GONG. SLAB. SEE COMMON NAILS EA. STUD z i I •` ' _� FOOTING SEE I i I • _� FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR QOOK ACI STD. ,— - FOUNDATION PLAN FOR ,— - FOUNDATION PLAN MASONRY ATTACHMENTS THAT ' ',' MORE INFO. w K.O.OCMU BOND " `� ` _ _ _ I I ( I SIZES 4 MORE INFO. -III=III FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2" x 6" EL V 0'-0" TOP OF SLAB (K �, BEAM INFO. THREADED ROD SET IN SP4 e TOP 4 =: . f . - } O .y Load Brn Interior Stud Part. Detail 5IMP5ON SET EPDXY. o _ _ _ _ _�`• :.:- ; o .°•• B Load Brn Interior Stud Part. Detail - - - � S-1 Q!,)With NTS u Z T r • LL �� WIthOUt Uplift SCALE:NTS With Uplift 2 X S.Y.P.STUDS 16 O.C. U.N.O.° •4 `'"�' SEE FOUND. PLAN VERT. WALL REINF. p w FOOTING SEE w FOUNDATION PLAN FOR = LOAD BEARING OR ;,::,w,;,•: :...` :.:.• . r :•." _ •w SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. "5 BAR TRANSITION SHINGLE / TILE ROOF - SEE ELEVATION EXTERIOR WALL 2 X STUD (95go MODIFIED PROCTOR PER ASTM D1551) Q ,... PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL ACI STD. .., �•.• (TYP) TRUSS g 24 O.C. 10" x 1/2 DIA. "J" 8" C. M. U. Gara a Wall Section Brn Wall HOOK (TYP) ,: ;_ �� b.°••• .• PER MANUFACTURERS SPECIFICATIONS. SEE CONTRACTOR TO PROVIDE MANUF. ELEV. DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 6 P X P.T.STUD S-� SCALE:NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) VERT. IN W/ Uplift • ' �lll i1 UNDERLAYMENT TO COMPLY WITH FBCR CENTERED ON WALL `" ER FILLED 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" FLOOR Mason Transition Detail _ ELEVATION VARIES BRNG WALL ENIND 6 (4) 10d NAILS INTO S-1 SCALE: NTS TRUSS DBL TOP PLATE TOP OF MASONRYV TITEN HD 48" O.G. IF SEE BRIG. 2 X P.T. PLATE SOFFIT/FASCIA LESS THAN 5'-0" WALL IS 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 I/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR "� EXTERIOR FINISH ' ' PAGE FOR GARAGE ' : SOFFIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY APPLICATION _ - _ •_ •T, . _ / 10" 1/2 _ SECURE PLATE W GROUTED = ' ' • - VARIES SEE ROOF PLAN :• , . _ - -.�-.- ' GRADE DIA. J BOLTS 4 :•`::I: t '.: • . .. • ,; . _. _ •.. WASHERS ....' : • .. _ — _ S.Y. STUDS 6 16 "O.C. Ix2 Pr NAILER 8"x8" KO. CMU BOND BM. w/ I - "5 BAR (l) SIMPSON 5PH4 •. :: <' — — - p 4 LL 4 EPDXY IMAX CENTERED 2X S.Y.P.P *1 TU CONT. (MIN LAP 25") GROUT CELLS TYP. • _ . ' ,. '::::•� .` .• ''.:. ; I I—) I I -III- WALL. (REFER TO FN DRO LINTEL/BOND NOTE: (I I=III=_I FLR PLN FOR WALL INSULATION OR PER ENERGY OR CIP BEAM 1/2 DRYWALL SOLID -VERIFY W/ FLOOR PLAN. � , •• •� .,. ; - � • • � MISSING DOWELS DOWELS: PLACED INCFOOTING ORRECTLY e e• _ _ THICKNESS) VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL 6 - ' ' •' '' I I=III=) I I- CALCSJSPECS. MINIMUM ABOVE WITH EMBED ACI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE °' : ° .' — I — 4.. . 2X PT SOLE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W1 —III— CONT 1STAKENLY REPLACE IN BOND BM. 05 BAR FOR LINTEL SCHEDULE >s CONC. SLAB. USE SIMPSON SET GRADE 60 BAR INSTALL IN SLAB SEFOUNDATION MORE PLAN FOR = _ _ _ _ _ _ _ _ I I SEE FOUND. PLAN NIGH STRENGTH I '� W/ 5" MINIMUM EMBEDMENT, USE PRECAST CONC 5111 = _ — — — — = I I -I I II I I FOR MORE INFO. l EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT III—III—III—) I I—III=III=III=III—) I ( EL=V 0 -0 TOP OF SLAB = IN A ROW VOR 10 TOTAL ON A 1x4 e WINDOWS 4 S.GD. ' ' '—I 1—III=III=I �_� I I-1 I '- ` :�'= �; : :: ::' ��; l PROJECT WITHOUT WRITTEN APPROVAL. 15 BAR VERT. WALL REINF. CONT. NOTE: _ _ _ _ 70 BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS ZQ - • • ' "' •`' MISSING TRUSS ANCHORS: TRUSSES WINDOW W/ SCREEN NOOK 6" IN BOND BEAM. GROUT LL :. • �'± ':' I I WHICH ARE PLACED SUCH THAT AN USE SHS O • ' (WHERE APPLICABLE) CELLS SOLID. E P CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N SP2'S ON W FOUNDATION PLAN DRILL 4 EPDXY k EACH SIDE OF STUD TO TOP PLATES. UN.O." FOR SIXES #MORE ` `' `" MINIMUM EMBEDMENT w OR MISSING MAY BE FASTENED TO THE 8 x16 C1" I.U. PER ASTM C-90 (TYP.) -; - :;.`: U MASONRY BOND BEAM USING ONE Ix2 PT FIR STRIP 24" O.C. INFO. _ CLEAN 4 COMPACTED SOIL. 5 6IMP50N SET SIMPSON HTSMI6, MAX. CAP IS 1115 ". FM=1900 P.S.I. (MIN.) W/ TYPE M OR (95q• MODIFIED PROCTOR PER ASTM D1551) EPDXY i S MORTAR PER ASTM C-210 N MAXIMUM OF 5 IN A ROW 4 10 TOTAL 1x4 PT BASE NAILER @W/O Garage Wall Section Brn Wall r� WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" AB AT INT. SHEAR WALL scALE: NTsINSUL. PER CALCS. 4 SPECSEXISTING MASONRY 4"GONG. SLAB. SEE OR TITEN HD g ONS8d NAIL.SPFAOSTEN U Ilft ON AMO FOUND. PLAN 24 O.C. 1N TO TOP 4 BOTTOM BOND BE R ELEY 0'-O" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. SLAB FOOTING SEE :- : BLOCKING 6 46" O.C. 1/2" GYP. BOARD 2X STUDS 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR 5/8" CEMENTITIOUS FINISH PER ACTUATED PINS 6 PER ENERGY rD T ical Ext. Mason Wall Section FBCR 103.12 48" O.C. OR EQUAL CALCSJSPECS. Q TYP. Retrofit Vert. Dowel Detail $'1 SCALE:NTS CONT, 2X PT 501E �i SCALE: NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 ELEV 0'-0" TOP of SLAB O :..:� ..:.. , . , z ; , ,... .., . - TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: "`' `� - ' - <. • "5 T. SEEN -1 FOR I, 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN H ANCHORS - - -LL — — — VER CORNER :r ADDITIONAL/ALTERNATE E D ORS SPACED A MAXIMUM OF 24" O.C. W •� ' ::`�' :. -, •_ Q ' ,''.; �' '-'. SEE FOUND. PLAN -' CELL FILLED W/ PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: N .;::. CONCRETE FOOTING SEE _ CAULKED JOINT W/ 3/8' VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FACE COURSES LOADS 15 LAP CONT. #5 r.-NNGarage Wall Section Non-Brn 25" LAP H Wood Frame To Mason Attachment Detail �-' SCALE:NTS E Example CMU. Wall Control Joint Detail �, R Corner Continuit Detail - SCALE: N.T.S. Brng Wall Only SCALE:NTS SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS M FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, WfTHOUT 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 EN6NEERIN6, LLC. HARMLESS TO ANY LIABILITY, CLAJMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES N 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 a o Z O e z O W V l ii WLLO W m FOQa W dL= 3oOx„'zb aZ e^NM-i O2.,-0 a a 2421 ao2o?,z c� 040t—� zi26R to SW>g1�F_zSW *wDO W G ILL, iLWNW W W�p�OF• O -Lw. a 139 Z �Z>�W Ii C, U• z g W VIN > V z W t7 W _j ?KlY- Z z Q WaQp _WLU LL. LLI CL tn vco e Q Urn -: T-4 cn s� L M N d M W F-` Q 00 Ln M � l�0 LLi �O Lu �vQ 3: Ln .,,I N C9 z LL ^ Q Y z m O Oto d C W U Q�( LU Q LL cA g a cL o ®adn Z ' / fe Oe% 2�. • i 00 .z_ n� QC LU vJ DATE 03-Pi8-IS SCALE NOTED DRAWN MKIFC K JOB _ Sheet content: Structural Details Sheet number: S1 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO "2x " DORMER ROOF BY TRUSS MANUF. l - on- NBrn L Frame Down Header Detail - WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. 1x4 PT SCALE: NTS SIMP50N MT6I2 6 EACH TRUSS BASED ON L630 OR DOUBLE BOTT. UN.O. COMPLY WITH FBCR WALL 0.131 x 3" COMMON COMMON 1AW 3"411 TRU55 MANUF. OR 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION 35" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS 9 12" O.C. WITH MAX. 6" FROM CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS END OF MEMBER 6 MAS. 1/4" x 2-1/4" TAPCON WINDOW ATTACHMENT POINTS TO 2X TYP. LOAD BEARING WALL CONST. - SIMPSON MT518 9 OPENINGS. V-2", TYP. CLEARANCES FOR THE WINDOW/DOOR REVISIONS 2"x4" 6 16" O.C. (SINGLE 51 PLT., DOUBLE TOP PLT.) EACH TRUSS DK/PK RELATIVE TO NUMBER OF REQUIRED SPECS. USE SIMPSON SP2 g STUD TO TOP PLATE, SPI STUD TO ATTACHMENT POINTS PER MANUFACTURER 2X 2X MEMBERS ATTACHED CONTRACTOR BUCKS TO BE ATTACHED TO CMU PER BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT W/SIMPSON A35 WHERE NEEDED TO MEET 0 0 M in L =OC ^ O a LuHZOZ BRACING 9 48" O.C. ON TOP OF BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) CMU WALL BELOW MANUFACTURER'S WALL ABOVE ARCH NECESSARY ONLY PER TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS e^i OPENING VARIATIONS. MIN. 2X BUCK FOR ATTACHMENT POINT 1/2" GYP. BOARD SEE WINDOW/SHEATHING ATTACHMENT 9 TOP/SIDES OF ARCH OPENING. IF ARCH TOP ROOF TRU55 BY W REQUIREMENTS. 2 OC BRACING a 48" O.C. ON TOP ROOF TRUSS MANUF. TYP. �C30 ZWZSOJ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL . CMU/WOOD FRAMING, WITH OR WITHOUT IX NOTE ON N-1 PAGE FOR 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS BUCK, WITH 2X BUCK 9 EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE 2X4 RAT RUN BRACING 9 48" MIN, 1-1/4" EMBEDMENT. BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSON A34 HORIZONTALLY IF IX THEN ATTACH DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING • 3" SET. IT IS NOT ACCEPTABLE TO O.C. ALL AROUND OR EQUAL AT EACH END TYP. LLi WINDOW THROUGH SIMPSON LSTA12 o EACH _jtD W N W Fett0 TO CMU/ OD CHORD FOR 4 TRU55 SPANS WIDTH, (Z) CRIPPLES : (I) KING IS REQUIRED ON EACH SIDE OF THE SIMPSON LSTA12 AT EACH STUD TO VARIES SEE ROOF PLAN FRAMING.5UCK F 2X THE D „ „ • THE FOLLOWINCz J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. STUD OR EQUIV. BLOCKING. o r-^= CHORD FO 4 T 5S ATTACH TO 2X BUCK WOOD TRUSSES a 2-2"x4" BLOCKING WITH 4-16D - HEADER . AT O ENIN S AT T 11 END E.O.R. WHEN THE TOP PLATE IS OM TOENAILS s1 EACH END 0 o END WALL o TYP. LOAD BRG WALL fj U) SIMPSON MT518 g 2"x4" 6 I6" O.C. (SGL BOTT. PLT, DBL TOP IF 2X ATTACH TO CMU. LE /TILE ROOF 12 PRE ENGINEERED WD TRUSS 24" O.C. EACH TRUSS PLT.) w/ 1/4"x 3" TAPCONS g ELEVATION S FOR MORE SEE (TYP) 1/16" MIN. APA DOUBLE- TOP PLATE SHEATHING (MIN. STUD GRADE SYP) tABLEEON S-3 HEADER SCHEDULE (2-2X12 U.N.0) 12" O.G. W/MAX. 6" ELEV. I n ^ A' A PLAN ` `I C, n' CMU WALL BELOW VIEW V V STRAPPING FROM END OF BUCK ASTENING TO INSULATION PER ENERGY CALCS. SIMPSON LSTA12 (TYP. ALL 2X WINDOW PER FASTEN EA. STU D/ EACH STUD OR EQUIV. BUCK ATTACHMENT) DATE 03-08-18 ACTURERS Fi, DRAWN MK/POK JOB - TOT P PLATE "ATT2x6 WALLS USE IFICATIONS. ACTOR TO HURRICANE ANCHOR m EACH TRUSS SEE Misc. Dormer Knee Wall Attachment 2-2"x4" BLOCKING WITH 4-16D IDE MANUF TRUSS SHEET FOR MORE INFO. FASTEN HEADER PER HDR COM TOENAILS's EACH END F 3-2 MENTATION TO SCALE: NTS 1 (12) NAILS FULL DEPTH SEE TRUSS IN LIEU OF SPH4 CONNECTORS CTOR 9 TIME OF00000 CTION. IF ELEVATION VARIES t . • r BLOCKING PANEL EDGES W/\//FOR ENG. SHOWN. AT 2x8 WALLS USE SPHS LE IS USED TOP PLATE 2x8 PT VERTICAL (ABV.) 6 WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO "2x " I- l - on- NBrn L Frame Down Header Detail - WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. 1x4 PT SCALE: NTS X Q BASED ON L630 OR DOUBLE BOTT. UN.O. COMPLY WITH FBCR WALL 0.131 x 3" COMMON COMMON 1AW 3"411 TRU55 MANUF. OR b" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tri. VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION BIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS BY 1/4" x 2-1/4" TAPCON WINDOW ATTACHMENT POINTS TO 2X M SPECIFICATION FOR KINGS 4 G IPPLES (THE FOLLOWING LL APPLY U O.) MEMBERS OR DIRECTLY TO CMU/WOOD V-2", TYP. CLEARANCES FOR THE WINDOW/DOOR REVISIONS FRAMING ONLY. NUMBER OF DIAD. MEMBERS FRAME (SEE PLAN) DK/PK RELATIVE TO NUMBER OF REQUIRED SPECS. GEN NOTE REVISED ATTACHMENT POINTS PER MANUFACTURER 2X SCALE: NTS CONTRACTOR BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X 0 0 M in L =OC ^ O a LuHZOZ BRACING 9 48" O.C. ON TOP OF ATTACHMENT TO BE SIMP50N A35. KNEE CMU WALL BELOW BIMP50N CSI(o g WALL ABOVE ARCH NECESSARY ONLY PER TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS e^i OPENING VARIATIONS. MIN. 2X BUCK FOR = N t o M 1/2" GYP. BOARD SEE WINDOW/SHEATHING ATTACHMENT 9 TOP/SIDES OF ARCH OPENING. IF ARCH TOP OQ Z'^ap13, !Ri5R - v*=HPO? Z. W PROHIBITS 2X THICKNESS 10 CENTER OF 2 OC BRACING a 48" O.C. ON TOP ARCH, USE DIRECT ATTACHMENT TO �C30 ZWZSOJ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL . CMU/WOOD FRAMING, WITH OR WITHOUT IX NOTE ON N-1 PAGE FOR W W =�F.. Q C W BUCK, WITH 2X BUCK 9 EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE 2X4 RAT RUN BRACING 9 48" MIN, 1-1/4" EMBEDMENT. 01 HORIZONTALLY SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO "2x " DORMER ROOF BY SIMPSON PROVIDE I I w/ (3) 0.131 x 31/2" NAILS TO HEADER MIN. on- NBrn L Frame Down Header Detail - WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. 1x4 PT SCALE: NTS KING STU BASED ON L630 OR DOUBLE BOTT. UN.O. COMPLY WITH FBCR WALL 0.131 x 3" COMMON COMMON 1AW 3"411 TRU55 MANUF. OR b" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tri. VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION SUITS, OR LITIGATION BY ANY INTERESTED 905.1.1 SPECIFICATIONS A.GCOMPANY THESE CONVENTIONAL FOR ADDITIONAL CONDITIONS. REVISIONS BY 1/4" x 2-1/4" TAPCON g 12" O.C. OR PER MANUFACT. M SPECIFICATION FOR KINGS 4 G IPPLES (THE FOLLOWING LL APPLY U O.) PROVIDED BY V-2", TYP. CLEARANCES FOR THE WINDOW/DOOR REVISIONS FRAME (SEE PLAN) DK/PK REVISIONS SPECS. GEN NOTE REVISED S-2 SCALE: NTS CONTRACTOR WITHIN AN OPENING, IT IS ACCEPTABLE 0 0 M in L =OC ^ O a LuHZOZ BRACING 9 48" O.C. ON TOP OF WFNUW oWtL� i`�aa � CMU WALL BELOW BIMP50N CSI(o g a TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS e^i 0: Z 844 D > LL e n a W • �- Z Q = N t o M 1/2" GYP. BOARD SEE � OQ Z'^ap13, !Ri5R - v*=HPO? Z. W - RAT RUNS FOR 4 2 OC BRACING a 48" O.C. ON TOP CORNER 9 16" O.C. �C30 ZWZSOJ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL . W moo W O W W F J - NOTE ON N-1 PAGE FOR W W =�F.. Q C W Q 2X4 RAT RUN BRACING 9 48" TRU55 SPANS 01 HORIZONTALLY • AT OPENINGS 3'-6" TO 5'-2" IN DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING • 3" SET. IT IS NOT ACCEPTABLE TO O.C. ALL AROUND GARAGE APPLICATION LLi 2-2"x4" BLOCKING SIMPSON LSTA12 o EACH _jtD W N W Fett0 D: Ln CHORD FOR 4 TRU55 SPANS WIDTH, (Z) CRIPPLES : (I) KING IS REQUIRED ON EACH SIDE OF THE ci Z�OQ VARIES SEE ROOF PLAN WITH 4-16D COM TOENAILS g EACH „ „ • THE FOLLOWINCz J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. STUD OR EQUIV. r-^= CHORD FO 4 T 5S aLL WOOD TRUSSES a ATTACHED W/ HEADER . AT O ENIN S AT T 11 END E.O.R. WHEN THE TOP PLATE IS ROOF TRUSS BY ROOF 0 4l'' DBL. "2X" TOP PLATE fj U) TRU55 MANUF. W/ SIMPSON 5PH4 6 EA. STUD W/(12) 10d EACH. SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL CONST. 2"x4" g 16" O.C. (SINGLE SEE TRUSS SHEET FOR 1/16" MIN. APA DOUBLE- TOP PLATE SHEATHING (MIN. STUD GRADE SYP) tABLEEON S-3 HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT, DOUBLE TOP PLT) I n ^ A' A PLAN ` `I C, n' CMU WALL BELOW VIEW V V STRAPPING [RATED FOR STUD SPACING FASTEN EA. STU D/ n� Lu Q DATE 03-08-18 SCALE NOTED DRAWN MK/POK JOB - TOT P PLATE "ATT2x6 WALLS USE Misc. Dormer Knee Wall Attachment Details SIMPSON 5P2 w/ SPH& CONNECTORS FASTEN HEADER PER HDR WINDOW SEE FLOOR PLAN FOR SIZES F 3-2 SCALE: NTS SCALE: NTS 1 (12) NAILS FULL DEPTH SEE TRUSS IN LIEU OF SPH4 CONNECTORS DETAIL '. J/52.. t . • r BLOCKING PANEL EDGES W/\//FOR ENG. SHOWN. AT 2x8 WALLS USE SPHS SEE TRU65 SHEET FOR STRAPPING 2x TOP PLATE CONT. SEE TRUSS SHEET FOR STRAPPING (3) 16d TOENAILS MORE CONNECTORS IN LIEU OF 5PH4 �-TOP CHORD EA. END INFO GYP. BOARD RETURN SIMPSON SPI w/ CONNECTORS SHOWN. FOR WALLS TRIM VARIES -SEE ELEVATIONS 1/16" MIN. A.P.A. VVVVV10-10d 2x4 FRAMING (RAT RUNS) SPAN FROM NAILS EA. STUD 2x STUDS LARGER THAN 2x8, USE SIMPSON SPI'S - PRE-ENGINEERED RATED SHTG. PRE-ENGINEERED TRUSS TO TRUSS ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD FOR STUDS �, �� 16 O.C. ON EACH SIDE OF "2X" 51LL ROOF TRUSS. 2X 16" O.C. ROOF TRUSS. (2) 0.131 x 3 1/Z" COMMON NAILS g EA. BELOW HDR (2J SIMP50N SP4 w/ STUD TO BOTTOM PLATE 4 SIMP50N 1/2" GYPSUM BOARD INSUL. PER ENERGY CALCS. 2x BOTT. PLATE PRECAST CONNECTION 6-10dx1 I/2 NAILS SP2'S ON EACH CONT. CONCRETE PRE-MINEERED WOOD M55 , • • EA. STUD SIDE OF STUD TO TOP PLATES. UN.O." LINTEL. SEE INSTALL 1/2" X 6" 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN THREADED ROD BOLT 9 24" O.C. PER SCHEDULE, MIN. 16d g 6" O.C. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL "O" IN SIMP50N SET 111 11 PER SCHEDULE " 11 1/4 X 3 I/2 NOTE: 2x8 PT MIN. FRAMING FROM EPDXY 9 2'-0" � 4" CONC SLAB MASONRY SCREW "TYPICAL AT TRUSS 6 16" O.C. CONT. TO INSUL. PER CALCS. 4 SPECS O.C. (MAX) �� •'' "' SEE FND. PLAN 2X PT SOLE PLATE POCKET SLIDING g 8" O.C.ALL LOAD TOP CORD (3) 0.131 x 3 1/Z" COMMON 6 TRUSS CHORDS CENTERED ON o DOOR PRECAST CONCRETE 0.131 x 3 1/2" BEARING SYP. COMPONENTS %I WALL. CPU WALL - SEE 2x PT Structural Kneewall FLOOR PLAN FOR O:' _ � • � _ Y.z - - ELEV 0'-0" TOP OF SLAB SEE.C. g 4" OLINTEL. GRADE SHALL g S-2 BOTTOM MORE INFO. PLATE - !w FOOTING SEE - ,. FLOOR PLAN POCKET 2Bx OR 2 �R VERTICAL WALL TO SCALE: NTS O Z. 1 z FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH '•• i • .. FOR SIZES 4 MORE DOOR GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4, 02 GRADE HD. JI q T ical Ext. Frame Wall Section FOOTING SEE OR BETTER MAY BE USED. ALL 4x FOOTING MATERIAL MAY NOTE: IX PT VERTICAL 9 WALL SPI EACH STUD S-2 SEE TO BE ATTACHED WITH 1/4" x I I RAF BOUNDARY SCALE: NTS FOUNDATION FOUNDATION BE *2 GRADE. 2-1/4" TAPCON 9 12" O.C. OR I I 2x8 PT RST NAILING FOR PLAN FOR 51ZES 4 MORE 4"GONG. SLAB. SEE FOUND. PLAN FOR SIZES 4 MORE UN.02' PER MANUFACT. SPECS. lx(o !6 HEAD WALL , DASHED INFO. PLAN INFO. SLAB. INDICATES 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR SEE FOUND. PLAN 1 I TOP PLATE OF 4-0.131 x 3 1/2" 4- NAILS g PLYWOOD O 4-0.131 x 3 I/2" 4-R.NAILS m 4 CONC. 4 CONC. INSTALL GLASS PER I I BLOCK WALL BEYOND WALL EACH STUDS EXTEND PAST EACH STUDS SLAB ° SLAB MANUFACTURER I 1 EDGES T�RUSSETOP FLOOR TRUSSES HANGER TO - • ...° .� ' OF PRE -ENG. WOOD BE SIMPSON LUS, LSU, : •' ;: ' °. -- °• J ' CAULK UNDER FRAME :.. K.O. w/ 1-05 CONT. SHEATHING) CHORD FLOOR TRUSSES HANGER TO OR LSSU ... .. -_ .; - -.• _ :.: FEEL EDGE PRE -ENG. BE SIMPSON WOOD ROOF LUS, LSU, OR PRE-ENGINEERED MIN. WOOD ROOF CONC. SILL TRUSSES LSSU MIN. TRUSSES H CMU Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail •. 5/8" CEMENTITIOUS FINISH BOUNDARY ANTERIOR PER FBCR 103.12 S_2 SCALE: NTS S-2 SCALE: NTS AREA 2x8 LEDGER W/ PLYWOOD TO EXTEND TO 4" CONC SLAB }:. *5 CORNERS 4 48" O.C. BLOCKING SEAM FOR WALL, BOUNDARY SEE FLR PLN FOR HDR SIZE NOTE: 4-0.131 x 3 I/2° RS. INTERIOR AREA BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-10d AT 2x WALLS THAT ARE WIDER THAN 2x4 < WHERE THE HEADER IS NOT FULL WIDTH MAX. PANEL NAILING FOR OVERHANG NAILS g EACH FLOOR TRUSS 2x8 LEDGER W/ 5'-0" (1) SIMPSON CSI( OR (U NAILS EACH I(" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING . MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) I(" O.G. RIPPED DOWN SUFFICIENT TO •'. ° ` ~ ° • •: SHEATHING CLIP FOR ROOFS OUTRIGGER (FIELD VERIFY „ WITH TRUSS 4-0.131 x 3 1/2 CENTER ON HEADER U.N.O. 111 FLUSH THE HEADER TO WIDTH t ALLOW NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH •' •+ . 4 : ;• : '" ' ' ' .a ? TONGUE 4 FIELD FIELD 24 O.C. LAYOUT R.S. NAILS g EACH STUD5 STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, < . _: - . GROOVE FOR FLOORS /IISUB FASCIA OR LOCATION) FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE : • WALL PLATE BOUNDARY WITH FLOOR TRUS5 WITH -OUT FLOOR 0 SPH6 IN LIEU OF SPH4 AT 2x8 WALLS USE FOUNDATION PLAN ; ° ' 14 ' NAILING TRUSS FOR ROUGH OPENINGS OVER SPHS IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORE �. ;, (PERIMETER OF G T ical Led er Detail 5'-0" USE (2) SIMPSON CSI( USE SIMPSON CSI6 IN AN SPH OR (1) MSTA24 (UXO) CONFIGURATION. ATTACH PAD BLOCKING INFO: DIAPHRAGM) S-2 "2x " HIGH WIND SIMPSON PROVIDE I I w/ (3) 0.131 x 31/2" NAILS TO HEADER MIN. on- NBrn L Frame Down Header Detail - NAIL 5HEATHM BOUNDARY SCALE: NTS KING STU ROOF 0.131 x 11/2" RING SHANK 1/16" 4" L630 OR DOUBLE BOTT. UN.O. . WALL 0.131 x 3" COMMON COMMON 1AW 3"411 5/8" x 8" - b" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tri. EQ, TYP. PLATE AT OPENINGS OVER WHEN NECESSARY 70 MAINTAIN PROPER S-2 SCALE: NTS Multiuse ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS A.GCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 2X4 CROSS DK/PK REVISIONS SPECIFICATION FOR KINGS 4 G IPPLES (THE FOLLOWING LL APPLY U O.) ADDED 142 MPH SHEETS V-2", TYP. CLEARANCES FOR THE WINDOW/DOOR REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK WITHIN AN OPENING, IT IS ACCEPTABLE 0 0 M in L =OC ^ O a LuHZOZ BRACING 9 48" O.C. ON TOP OF WFNUW oWtL� i`�aa � 2X4 RAT RUN • AT OPENINGS UP TO 3'-(" (1) a TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS e^i 0: Z 844 D > LL e n a W • �- Z Q = N t o M a �.. =Zzz oEa��z N � OQ Z'^ap13, !Ri5R - v*=HPO? Z. W - RAT RUNS FOR 4 2 OC BRACING a 48" O.C. ON TOP CRIPPLE 4 (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER �C30 ZWZSOJ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL . W moo W O W W F J - "J" BOLT REPLACEMENT CHART- W W =�F.. Q C W Q 2X4 RAT RUN BRACING 9 48" TRU55 SPANS 01 OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING • 3" SET. IT IS NOT ACCEPTABLE TO O.C. ALL AROUND Ln LLi cn O.C. ON TOP OF _jtD W N W Fett0 D: Ln CHORD FOR 4 TRU55 SPANS WIDTH, (Z) CRIPPLES : (I) KING IS REQUIRED ON EACH SIDE OF THE ci Z�OQ SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE Z �:mi0 „ „ • THE FOLLOWINCz J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. r-^= CHORD FO 4 T 5S aLL WOOD TRUSSES a ATTACHED W/ HEADER . AT O ENIN S AT T 11 ®0 0 E.O.R. WHEN THE TOP PLATE IS THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB /APPLICATION ONLY TYPICAL NAILING SCHEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" 1/2" x 8" NAIL 5HEATHM BOUNDARY EDGE FIELD ROOF 0.131 x 11/2" RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1AW 3"411 5/8" x 8" - b" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tri. ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN(5, LLC. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" 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 a RIDGE OR HIP. 6 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. R RU P G GRE ER -z ELIMINATED THE SPH4 CONNECTORS SPANS 2-16d (2) g EA. IN WIDTH, l2) CRIPPLES 4 l2J KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSL SUBSTITUTION ATTACHED W/ 2X4 BLOCKING f TRUSS JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x THE HEADER OPENING OVER SHALL APPLY, AND ANY TRUSS • FOUNDATION PACE TAKES PRECEDENCE - 24" ANY DIFFERING NOTATIONS FOR 2", TYP COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R5. a EA. TRU55 3 1/2 R5. CRIPPLES VOR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER 0 ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. . 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" QALY. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. ROOFING NAIL OR 1-1/4 TYPE W OR S SCREWS 9 l OC ALON A SIMP �� 11 END SIMPSON 134 LS30 O (� SECOND FLOOR) FOR ROUGH 1/2" HIGH CONNECTOR L TY OPENINGS UNDER 5'-0" ONLY (1) SIMPSON STRENGTH OR W/4 -8d X 11/2" (ON CONC. SLAB) SIMPSON HTT4 CSI6 SPAN FLOOR 5Y5. TO 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNERS BELOW HETA 12 9 24"O.C. 4 4-Sd X 1 1/2" EPDXY 4 (18)1(d NAILS ION SECOND FLOOR) FOR ROUGH MASONRY WALL INTO TOP 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (I) SIMPSON WALLS WITH NO UPLIFT, HTT4 W/ (1) /8" A THREAD ROD SET IN STRAPPING MAY BE SIP9PSON SET EPDXY 4 (18)1(d NAILS ELIMINATED, UNLESS EMBED A$. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW E Ext. Wall Con. Non -Load Brn . Location T Header Detail "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/6" x 5" EMBED 5/8" x 8" - _ 5/8". x 8" _ - - 5/8" x 5" EMBED G LL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/6" 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 S SCREWS 6 7 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. • o T ical Ncl " Schedules Floor Roof Wall S -NO 2 SCALE: NTS $-2 SCALE: NTS S-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS M FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC.; AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUGTION EXECUTED FROM THESE PLANS ATHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN(5, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS A.GCOMPANY 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 M in L =OC ^ O a LuHZOZ WFNUW oWtL� i`�aa � W O _ 30W W°t�� a zZH e^i 0: Z 844 D > LL e n a W • �- Z Q = N t o M a �.. =Zzz oEa��z N � OQ Z'^ap13, !Ri5R - v*=HPO? Z. W x>2ww =--Q=ZW O O 2 OC LL C F=" C W 1 O Q LL W J LL �C30 ZWZSOJ �' W moo W O W W F J - Z W W =�F.. Q C W Q ,�y,QdJ W C W atL N U � a uM Ln LLi cn ad r Qq.L Ms LuF= p 00 M _jtD W N W Fett0 D: Ln _ - N D u ci Z�OQ Y w Z �:mi0 0� x ¢ ��u W aLL vi s a ®0 0 0 4l'' fj U) . cz) 1� J n� Lu Q DATE 03-08-18 SCALE NOTED DRAWN MK/POK JOB - 5heet content: Structural Details Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING 9 4 5A *r OR 8'-0" MIN. g 16" oz. SCHEDULE 6 SPLICE 4-0.131 x � 3 1/2 COM. DOUBLE TOP PRE -ENG WOOD TRUSS (TYP) 4-0.131 x 3" PLATE COMMON , �� 3-0.131 x 3" COMMON `` DOUBLE STUD APA RATED T 4-0.131 x 3" SHEATHING. SEE EA. SIDE OF JOINT m13C M. NAILING SCHEDULE COMMON g 16" oz. PT BOTT. TABLE FOR STUDS a 16" oz. � ATTACHMENT. U.N.O. 4 " ��'� PLATE (1) SIMP50N LSTA12 3 COMMON '� / 2-0.131 "f is 2-0.131 x 3" STRAP 48 O.C. g " � � 3 1/2 COM. t /T5ROWTOM 2x4 BLOCKING lU SIMPSON LSTA12 1/2" CEILING GYP BD W/ 5d �� 2-0.131 x 3 1/2ATTACHED W/ (TYP) OR COOLER NAILS l" O.C. OR 6 COM. (1) SIMPSON LTA2 Z(2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.G. ATTACHED CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 Ft FROM (0 5 " SEE TABLE BELOW DOUBLE STUD CONDITION TO BOTTOM CHORD EACH END, m (0" O.C. MASONRY WALL) 1 FOR LAPSPLICE OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 8" MASONRY WALL 2 � W/ll) 5 REBAR ALL BLOCKING TO BE TOP PLATE FAFENERS 5-0.131 x 3 1/2 REPEATED 46" O.C. TYP. 3 �� COM. Z-0.131 X 3 -CONT. IN KNOCKOUT FLAT OR CATHEDRAL � � ,, COURSE E Expanded Blocking Information Diagram S-$ SCALE: NTS 3 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36" 2 -ROWS 0.131 x 3" 6 3" 0/C 0.131 x 3" a VOL DOUBLE TOP PLATE 0.131 x 3 1/2" COM. g 16" oz. 3-0.131 x 3 -2-0.131 x 31/2" COM. 1/2"COM. SECURE RIDGE BEAM TO CLEAT W/ p PT BOTT. PLATE (4) 16d TOENAILS EACH SIE APA RATED SHEATHING. 2x4 COLLAR TIE MID -HEIGHT SEE NAILING SCHEDULE RAFTER PROVIDE (5) I(od NAILS EA TABLE FOR ATTACHMENT. 4 END (UND) TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING is SPLICE ALL OTHER NAILING 24" 2 -ROUE 0.131 x 3" a 6" 0/C 0.131 x 3" 6 8" O/C 4 STUD CORNER SINGLE STUD CONDITION (1) SIMP50N M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE GENTERE CONTINUE SHEATHINGS BELOW AT CORNER MAY BE CONVENTIONAL FRMG 9 ATTACHED 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. OR L5TAI2 PREFAB ROOF TRUSSES e � PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: 0.131 x 3" COMM ®16" oc. 24" O.C.ENTRYWAYS 4 PORCHES - PSPN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY PRE-ENGINEERED OVERLAP TRUSS BRACING - P51`N516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" WOOD TRUSSES c � e LEAST ONE TRUSS SPACE 4'-0" 4'-0" NOTES" 12d COM. 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2"CEILING GYP BD w/ 5d 12" OC 1. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE 9 24" O.C. MAX. SECTION SIZE SHALL 4-16d COM. wI (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" OL. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. SIMPSON SPH4/6/8 EACH END IUN.OJ EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0" ---- 2X4 UNLESS NOTED OR SIMPSON 12 -0 TO 15 -0 ---- 2X10 OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" ---- 2X6 OTHERWISE, AT A SDWC15600 FROM 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: 2X4'5 UNSPECIFIED FRAME PLATE F Gable Diaphragm Side Walld MAY BE TURNED TO FRAME 2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2 (NOMINAL) �, FLATW16E SO NO $-$ (For Illustration Only) SCALE: NTS � CONNECTIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. d ' SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W1 �16d COM. 9 8" oz. 0.131"X3-1/2" END COM. a 8" O.C. APA RATED SHEATHING. SEE SIMP60N MSTA24 TENSION STRAPS 6 EACH TRUSS USING (14) 10d NAILS. INSTALL THE 10d COM. 6 11" oz. NAILS OR TOENAILS. SEE NAILING LNAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 9 EACH SIDE OF TRUSS 4 THREADING 4-1(od COM. =A SIMPSON MSTCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O.W/(4) 0.131 x 3 1/2" NAILS g THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON -HEARING) MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d AN HTT4 WHERE LOCATION 5/8" DIA A.5.* f -V NAILS FOR 2xI2 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 ALIGNS WITH A FILLED MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRUSS MAX RAFTERS WITH SPANS OF 4'-0" OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" CELL. PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULE TRUSSES IT 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d General Wood Attachment Details TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2 NAILS INTO 2xI2 RAFTERS. USE (8) 10d 4 (6) 10d P 4 STUD CORNER q Truss BracingOverlapDetail U.N.O. /2" CEILING GYP W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L65U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 S"3 SCALE: NTS S-3 SCALE: NTS COOLER NAILS 1 O.G. OR EQUAL, RAFTERS. USE LSU2(o W/ (6) 10d 4 (5) 10d x 1 I/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0' STRAPFM WORUTION DIAPHRAGM AREA (4 BAY OR 8 OR GREATER 2x(o RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE rt FROM MASONRY WALL) (1) SIMPSON LSTAI2 BEAM W/ (8) 10d NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR (1) SIMPSON HETA20 INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) I(od TOENAILS AT VOLUME ' SEE FLOOR PLAN FOR SEE 2x4 BLOCKING ATTACHED W/ (2) AREA .••' 48" O.G. ATTACHED TO EACH END INTO TOP CORD. LENGTH 4 WIDTH EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. 4; co DBL TOP PLATE FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail (I) MSTA30 AT EVERY = �;Z 0.131 x 3 1/Z" RS. NAILS g 12" FLAT OR CATHEDRAL sCALE:Nrs PRE-ENGINEERE PRE_ENGINEERE OTHER STUD (32" O.G. O.C. ALL-AROUND 8" MASONRY WALL WIN) w5 1/2" GYP BD FMAX.) WOOD ROOF WOOD ROOF LOWER TOP PR STU� REBAR CONT. IN TRUSSES TRUSSES . NOTE: CROSS BRACING 4 KNEEWALL INTERIOR NESE ED FOR FULL ��i �d'•• KNOCKOUT COURSE INSTALL SIMPSON LUS24 PLATE NAIL SHEATHING ALL BLOCKING TO BE MIN. EA. SIDE OF THE ALL RAFTERS SHALL BE "2 PLYWOOD TO EXTEND TO , NAILED PER STUDS � MIN. VOLUME NAILING. IF STUDS ALIGN �i d 'O'lS-2 REPEATED 48" O.G. TYP. 16 O.C. CEILING JOISTS. JOISTS AREA STRAP SHALL EXTEND 'fit DBL 2X4 TO BE PER NOTE I SOUTHERN YELLOW PINE 9 24" BOTTOM OF WALL INSTALL (1) PLATE CONT. O.C. MAX. SECTION SIZE SHALL M6TAM24 AT EVERY STUD (16" STRAP EACH 7 FROM UPPER STUD TO 2 TVP. Mason Gable End BE DETERMINED ACCORDING O.G. MAX.) TRUSS (SEE p g 8'-0" (MAX.) _ LOWER STUD. u W/ SIMP50N TO THE LENGTH OF SPAN AS EMBED STRAP PLAN) III > HT320 g 32° S-3 scALE: NTs FOLLOWS: AT EACH TRUSS Extended Bottom Chord Attachment Details 2x4 WD CONST. O.C. OR CSl6 FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 S � 16" O.G. "' TO ALIGNING SCALE:NTS STUDS BELOW4'-0" TO 8'-0" __-- 2X6 SADDLE ATTACH THE CEILING FRAM A �[ SEE NAILING APA RATED SHEATHING. SEE NAILING " N 8'-0" TO 12'-0" -- 2X8 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O.ITH (4) 0.131 X 3-1/2AILS .O. WIEA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2X10 CUT OUTSIDE EDGE ATTACHMENTS TO PLUMB TO ALLOW PERIMETER IF ABUTTING 15'-0" TO 18'-0" ---- 2X12 NOTES: SOLID CONNECTION CS l6 TOP MASONRY USE P.T. SYP 02 I. ADJACENT NAILS ARE w/ SHEATHING FASTEN CHORD TO 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE TO ROOF SHEATHING CHIMNEYATTACHED W/(4) 0.131 x MASONRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN BLOCKING w I/4" x EA. APA RATED 1'-0• 3 1/2" NAILS IT TAPCONS 6" O.C. MAX. NOTES : 2. ALL NAILS PENETRATE 6 _., Z" SHEATHING. SEE /M,4X INTERSECTING LEAST 3/4 OF THE m m 5" WOOD SCREWS 9 4" CORNER NAILING SCHEDULEBLOCKING 1. ALL CEILINGS FRAME TO BE AS PER TABLE THICKNESS OF THE LAST O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION -"' TRUSSES 24: O.C. ATTACHMENT. UN.O. APPROVED PLANS FDR SHEATHING 3. FOR 4 -PLY, PROVIDE I/4" `'' 1/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 51/2' LAG EACH END _ HNDSIMPSON LSTA12 OF "L" 5d COOLER NAILS 1" O.C. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER SCREWS OR EQUAL _ E 2xTO SIMPSON'S INSTRUCTIONS 4 (SPACE AS SHOWN FOR 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAG=M SPECIFICATIONS. 3 -PLY) ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" AREA (4 BAY OR 8 rt 4. ALL LEDGERS TO BE 2X SYP "2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4" NAILS EACH END FROM MASONRY WALL) T .Frame Down CI DEPTH AS RAFTERS lPT AT MASONRY DIA. X 1" LAG SCREWS ° 2x4, 2x6, OR 2x8 O.C. SEE FLOOR. SCALE: NTS CONTACT). OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) t � PLAN FOR SIZING OF PRE-ENGINEERED S-3 g Fire lace Chase Detail STUDS TRUSSES g 24 5. REFER TO NDS SECTION O.C. _FLAT OR CATHEDRAL 153 FOR ADDITIONAL S-3 SCALE: NTS 2x BLOCKING ALL N (1) SIMP50N HIOA OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS FSCHEDULE TABLE FOR ATTACHMENT. tlH TVP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING U.N.O.S-$ SCALE: NTS 1'-0• . MAX APA RATED PRE-ENGINEERED SHEATHING. SEE APA RATED SHEATHING. SEE NAILING TRUSSES 6 24" NBRACE WALL HEIGHT SYP 8'-0" 2x4 9 16" oz. 8'-8" 2x4 g 16" oz. V-0" 2x4 a 16" oz. V-4" 2x6 6 16" oz. 10'-0" 2x6 a 16" oz. NOTES: INFORMATION • ," "TYPICAL AT ALL LOAD BEARING SYP. r"• 1„ COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." MIN "LUMBER DEPTHS l2) 2"x LAMINATIONS (3) Z"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ SIMP50N SD525600 WOOD BE SUBSTITUTED FOR R.S. NAILS 0.131 x 3" RS. NAILS a 6" SCREWS STAGGERED 6 6" ANY STUD WORK AT 16" STAGGERED 6 6" O.C. O.C. 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 WIDER THAN COMPONENTS WIDER THAN 8" NAILING SCHEDULE- O.C.� SCHEDULE TABLE FOR ATTACHMENT. 8" USE (3) ROWS. USE (2) ROWS 9 6" o.C- TABLE FOR o U.N.O. ATTACHMENT. U.N.O.. N 142 mph MAX., Exp. C, Enclosed Exterior Frame Wall Table Q T . NailingSchedule for Built-UpColumns & BEAMS �- � _SEE DETAIL A S•$ SCALE: NTS SCALE: NTS ON THIS SHEET NOTE: THREE E OMPRESSION WEB DROPPED (TYP) MORE REPEATED GABLE END FOR SLOPING OR IDENTICAL TRUSSES 6o SEE EXPANDED OUTRIGGER SHALL HAVE �� VERTICAL WHEN TRUSS 4 STUD ARE CONTINUOUS " - NOTE• ING M 0 to L4 m a SIA NOTE: (1) SIMPSON Zx4 BLOCKING 1/2" CEILING GYP BD W/ DIAGONAL BRACES. ALIGNED SIMP50N TWIST STRAP TYPE CONNECTOR WORK 1. SEE TRUSS BOTTOM CO RETURNED UPON COMPLETION OF THE LSTA12 STRAP �;X-5d�� ATTACHED W/ (2) COOLER NAILS 1 (AS REQUIRED BY ONTINUOUS PERMANENT LATERAL IHTS/MTS) MAY BE t■■t■■t■■�;•��■■■11111 MANUFACTURER S BRACING IX4 THE EXPRE55 APPROVAL OF VORTEX 48" O.C. 0.131 x 3 1/2" RS. O.C. OR EQUAL, BCSU BRACE (CLB) NAILED TO TRUSS 4 STUD SUITS, OR LITIGATION BY ANY INTERESTED TRUSS ENC=►NEERINC-� MIN. PLANS, THEY SHOULD BE READ CAREFULLY TOENAILS EACH DIAPHRAGM AREA (4 ENDUNO. BAY OR 8 rt FROM HETA Z0 g 48" O.C. , REVISIONS BELOW. NO SPH4 IS WHEN STUD IS NEEDED 9 THIS STUD. NOT ALIGNED NEW CODE UPDATES CUT SHEETS FOR REVISIONS ATTACHED TO MASONRY WALL) BOTTOM CHORD OF �I/2" GYP BD FLAT OR CATHEDRAL �� ERMANENT DIAGONAL BRACE I/2 CEILING • NOTE: WITH A TRUSS r� AND/OR WHEN / ADDITIONAL PERMANENT BRACINCrt DK/PK REVISIONS GABLE .° NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 AT 2x6 WALLS USE SPH( CONNECTORS IN LIEU OF �. MY BE REQUIRED. CLB DIAGONAL BRACE AS �• NOTE: CROSS BRACING 4 SHOULD BE REPEATED g NOTSDIRECTLYSTHAT SPH4 CONNECTORS SHOWN. ATTACHED TO 2. T BRACINGs MAY BE REQUIRED el' WOtV� - 2 uu: 8" MASONRY WALL ALL BLOCKING TO BE APPROXIMATELY 20' INTERVALS. AT 2x8 WALLS USE SPHS STUD USE (1) Q22 aZR 0�Z NJ oa z USED IN PLACE OF BCSI WKI) 05 REBAR CONT. IN KNOCKOUT COURSE REPEATED 48" O.C. TYP. 1x4 MIN. BRACING W/(3) 0.131 x CONNECTORS IN LIEU OFSIMPSON SPH4 SPH4 CONNECTORS SHOWN. EMPIPM1►��'ll'I��"IIIII PERMANENT BRACING cl >. Z _Z W Z W Q _--I W 5Q W LV Q/ 3 1/2" NAILS 9 INTERSECTING FOR WALLS LARGER THAN OR SP2 °u o a PROVIDED IT EXTENDS Lu WEBS 2x8, USE SIMPSON ON Ld OVER e LEAST eO% OF �' M M J00 u� W F a 000 W CC EACH SIDE OF STUD TO TYPICAL HIDA CONFIGURATION, DO NOT NAIL D T CC THE WEB. Z�E e M O OCC BOTTOM PLATE 4 SIMPSON e THROUGH OTHER STRAPPING/CONNECTORS. a U0u a`i Lu g vi Gable Section - For Gable Less Than, gona CLB Diagonal Brace 20' Max Intervals Detail SP2'5 ON EACH SIDE OF REFER TO CONNECTOR NOTES FOR FRAME TO STUD TO TPLATES. TRUSS CONNECTIONS. P 0 � 0 C) > to S-3 .1 1%1912- 2 -- - -- UN.O." lop O� ING M 0 to L4 m a SIA NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE �� t■■t■■t■■�;•��■■■11111 ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES M 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 `I DK/PK REVISIONS GEN NOTE REVISED DK/PK o Q � CZ V WOaf� W W Q W Op S 7 Z Z �_ 30=W W G. WOtV� - 2 uu: e^i 0 W Z O J> u W Z -= zQod cc N M Q22 aZR 0�Z NJ oa z 00 C 4 L O0ZD 0 � I 1 Q F La W O 2 Q~ - ZE�-WO _ EMPIPM1►��'ll'I��"IIIII =3" HUS w U� o Z >. Z _Z W Z W Q _--I W 5Q W LV Q/ T'aG [C ~aLLI Lu 12 W r• _ °u o a JM ro O F- Ln Ld IcY1V nM C14 NO♦ �' M M J00 u� W F a 000 W CC N CC Z�E e M O OCC W a U0u a`i Lu g vi a 0 � 0 C) > to lop O� J .¢_ rt • •z - v� �O Ev n� Lu q) Q DATE 03-08-18 SCALE NOTEO DRAWN MK/POK JOB _ ING M 0 to L4 m a SIA NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES M 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 o Q � CZ V WOaf� W W Q W Op S 7 Z Z �_ 30=W W G. WOtV� - 2 uu: e^i 0 W Z O J> u W Z -= zQod cc N M Q22 aZR 0�Z NJ oa z 00 C 4 L O0ZD 0 =F'QxiL O H � a O 8 u 1 Q F La W O 2 Q~ - ZE�-WO _ W J I.l. =3" HUS w U� o Z >. Z _Z W Z W Q _--I W 5Q W LV Q/ T'aG [C ~aLLI Lu 12 W r• _ °u o a JM ro O F- Ln Ld IcY1V nM C14 NO♦ �' M M J00 u� W F a 000 W CC N CC Z�E e M O OCC W a U0u a`i Lu g vi a 0 � 0 C) > to lop O� J .¢_ rt • •z - v� �O n� Lu q) Q DATE 03-08-18 SCALE NOTEO DRAWN MK/POK JOB _ Sheet content: tructural Details Sheet number: N `---DBL. 2 x 4 TOP PLATE SIMPSON SPH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: 1. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. SIMP50N LSTA30 w/ 22 -10d NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR) INSULATION PER ENERGY CALCS. 3., ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES FOR— ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (UN.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE Sim ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES Nil INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 2 x 4 SOLE PLATE SIMPSON C516 OR SIMPSON MSTA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST (INSET) 2x4 FLATWISE VERT. BLOCKINa— AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 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 J STRAPPING INFORMATION 8" CONC. K.O. BLOCK 50N[) ---J BEAM POUR SOLID W/ 1 - "5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES NOTE: "AT 2x6 WALLS USE SPH& CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." ENGINEERED DBL. 2 x 4 ENGINEERED TOP PLATE ROOF TRUSSES 624" O.C. MAX. 5IMP50N 5PH4 6 EACH STUD 12 TO TOP PLATE SEE ELESE VATION ELE WALL CONNECTION W/0 WINDOW PAGES FOR ROOF COVERING 4 SHEATHING DETAIL INSULATION BAFFLE SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL INSULATION PER COMMUNITY (2)-2x WD. HEADER (UN.O.) W/ SPECS OR ENERGY CALCS 1/2" FLITCH PLATE SEE FLOOR 1/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP50N 5PH4 6 16" O.C. EACH STUD (12) 10d NAILS EACH. \\�GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL CAULK,9 WINDOW 2 x 4 BILL INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE ENERGY CALC5 "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 1/16" APA RATED SHEATHING- 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "O" O ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.C. 7 ELEVA I x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SEE FLOOR PLAN FOR SIZES ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ SIMPSON SPHS 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. ,,-1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J"Q 1 BOLTS 4 WASHERS W/ 5" IMBED ; C0 co o 2'-0" O.C. (MAX.) CENTERED _ Y iW a ON WALL. SIMPSON SPHS ' 2x8 PT SOLE PLATE 1X P.T. FURRING HORIZ 1 x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1 x P.T. BUCK STRIP USE DOUBLE KO BLOCK COURSES WITH WINDOW SILL - CAULK 6 WINDOW 2-15 BARS CONT. IN EACH. WORK. (NOTE: FOR LOCATIONS WHERE THE VORTEX ENGINEERING, LLC., AND SHALL BE HORIZONTAL OPEN DISTANCE (UNBRACED LENGTH OF MASONRY WALL TOP) IS LE5&--,, 1/2" GYPSZ BOARD WINE) RESISTANT PRE -CAST CONC. BILL PLANS, REGARDLESS OF HOW MINOR, V1" GYPSUM BOARD . THAN OR EQUAL TO 6'-6" AND DOUBLE SHOWN 15 4" HIGH CONC. BLK SIMPSON HETA20 6 32" O.C. IF COURSE NOT NOTED AT THE RENDER VORTEX ENGINEERING, LLC. ATTACHED TO RIMJOI5T5. 624" O.C. FLOOR PLAN, IT 15 ACCEPTABLE TO USE 8" CMU PER ASTM -C 90, 1900 PSI MIN. W/ TYPE M OR 5 4"CONC. SLAB. MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05 �� 4 CONC. SLAB. TRUSSES BARB CONT. IN LIEU OF THE DOUBLE •df 1/2 CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR COURSE SHOWN IN THIS DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SEE FOUND. PLAN DK/PK 5/8" CEMENTITIOU GARAGE APPLICATION SHALL CONTROL. REVISIONS D(P.T. FURRING HORIZ 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) FINISH PER FBCR W/ 2 - 05 REBAR CONT. HORIZ. 103.1.2 ,. • • 103.12 MIN. LAP = 25" I x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SEE FLOOR PLAN FOR SIZES ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ SIMPSON SPHS 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. ,,-1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J"Q 1 BOLTS 4 WASHERS W/ 5" IMBED ; C0 co o 2'-0" O.C. (MAX.) CENTERED _ Y iW a ON WALL. SIMPSON SPHS ' 2x8 PT SOLE PLATE 1X P.T. FURRING HORIZ 1 x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1 x P.T. BUCK STRIP NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS WINDOW SILL - CAULK 6 WINDOW TO ENGINEER PRIOR TO STARTING ANY WORK. WINDOW SILL - CAULK 6 WINDOW VORTEX ENGINEERING, LLC., AND SHALL BE WIND RESISTANT PRE -CAST CONC. SILL 1/2" GYPSZ BOARD WINE) RESISTANT PRE -CAST CONC. BILL PLANS, REGARDLESS OF HOW MINOR, V1" GYPSUM BOARD . ENGINEERING, LLC, OR ANY CONSTRUCTION 4" HIGH CONC. BLK THE EXPRESS APPROVAL OF VORTEX 4" HIGH CONC. BLK RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED 8" CMU PER ASTM -C 90, 1900 PSI MIN. W/ TYPE M OR 5 4"CONC. SLAB. 8" CMU PER ASTM -C 90,1900 PSI MIN. W/ TYPE M OR 5 FOR ADDITIONAL CONDITIONS. �� 4 CONC. SLAB. BY MORTAR PER ABTM-C 210. SEE FOUND. PLAN MORTAR PER ASTM -C 210. SEE FOUND. PLAN DK/PK 5/8" CEMENTITIOU 5/8" CEMENTITIOUS DK/PK REVISIONS FINISH PER FBCR.. DK/PK FINISH PER FBCR 103.1.2 ,. • • 103.12 uJJ oW0=F�a wap HO¢ 30WW 0= .../ G. ~LL�gQZa'n t3 p •' FOOTING SEE �o�WZ uiZ8 �i0, 9 E : s FOOTING SEE 00 cc ta00 Z`v�iu.10mC9 w FOUNDATION PLAN H�ybWj C =~Q!ELL W Z W 00 ♦u FOUNDATION PLAN 3 J oce 0ZW'Z=° FOR SIZES 4 MORE >C1V - WU' Wt'nuj J Was Q W Ly g _ 2 1` . ' FOR SIZES 4 MORE _ aam< INFO. o a a INFO. rATvpical Two Story Wall Section Ln T ical Two Story Wall Section iv :. Q 't Ln �-� LU F= p 00 M SCALE: NTS � W/O Floor 1 Syste1 1 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIE5 ; TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS KTHOUT 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 Lu 0 0 R Z L7 W W W O HO uJJ oW0=F�a wap HO¢ 30WW 0= .../ G. ~LL�gQZa'n t3 p LiJ t -i �o�WZ uiZ8 �i0, 9 E = N to M =2Z5 O 2 CQ i 23 N J 00 cc ta00 Z`v�iu.10mC9 w L Lu H�ybWj C =~Q!ELL W Z W 00 ♦u L W�°�Q� LL 3 J oce 0ZW'Z=° LL. >C1V - WU' Wt'nuj J Was Q W Ly g _ 2 1` Z W = a a ~ W WW um N _ aam< o a ucn 0 M Ln L0 iv :. Q 't Ln �-� LU F= p 00 M _j kD W N 00 C9 z'i�Q Yc�Wc Z e m0 ci Lu 0 xQ W a� vi z rlL �00 a 0 i �• .Q .z, v n� q) Q DATE 03-08-18 SCALE NOTED DRAWN MK/POK JOB Sheet content: Btructural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING s 48" 0/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL 2ND FLOOR FRAMING AT 2x8 WALLS USE SPHS FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF 5IMP50N SPH4 TO EA. DBL 2x 5.Y.P. TOP PLATE CHORD ATTACHED WI (2) 0.131" X 3 1/2" SPH4 CONNECTORS SHOWN. STUD WITH 12-10d x 11/2 COMMON TOE NAILS SIMP50N C516 OR M5TA36 STRAP g 32" O.C., EVERY OTHER FOR WALLS LARGER THAN NAILS. 2x8, USE SIMPSON 5P1'5 ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW SP2'5 ON EACH SIDE OF FOR APPROPRIATE --FLOOR JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. U.N.O. SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED a WEEP SCREED INSTAILED PER MAX. 16 O.C., SEE MANUR 'N'I5-3 SIMPSON HETA20 32" O.C. MAX. 2x4 S.Y.P. 02 RIBBON 2"X4" CROSS BRACE W/4 -10d EA. FLOOR 6 48" O/C FOR THE TRUSS. IST 2'-0" OF END WALL CS16 OR MSTA 36 e W/ (4) 0.131X3 1/2" '1 EA. END 32"O.C. (36" LONG) N INTO 2"X4 BLOCKING FROM EA. STUD TO (2XI2) WOOD BLOCK OR FLOOR JOIST DECKING 2xI2 SYP 02 WOOD 3-0.131 x 31/2" 6 EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d HETA20 6 32" O.C. ON THE 6 48" 0/C FOR THE FIRST ND FLOOR FRAMING TOENAILS. 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED SIMPSON CSI6 OR M5TA36 OR W/ (3) 0.0 X 3" TOE NAILS EQUAL AT EACH STUD, TO STUD NOTE: (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR__, ----FLOOR J015T-5EE FRAMING PLAN ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H° FRAMING NOTES. IF LT. Frame/Mason Connection #1 B TRUSSES ARE PARALLEL, PROVIDE SCALE: NTS BLOCKING AT 24" O.G. NOTE: AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING e qL 0.131"x3-1/2" TOENAILS DELINEATED MST,A36 OR CSIIio OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE; 2"X4" CROSS BRACE HETA20 WHICH IS NOT SET. SYP)STUD GRADE PROVIDE A MINIMUM AT 2x6 WALLS USE SPH6 6 48�� O/C FOR THE ALIGNED W/ TRUSS VERT. 2 PLY END STUD AT CONNECTORS IN LIEU OF 15T 2'-0" OF END WALL WEB USING 2-0.131" X 3 1/2" EACH END OF 5PH4 CONNECTORS SHOWN. W/ (4) 0.13IX3 1/2" 6 EA. END TOENAILS g EA. END. SEGMENT AT 2x8 WALLS USE SPHS INTO 2"X4" BLOCKING INSTALL SIMPSON c616 CONNECTORS IN LIEU OF CROSS STRAPS WITH (1) 6PH4 CONNECTORS SHOWN. FULL DEPTH 0.131"x3-1/2" NAIL AT EAC FOR WALLS LARGER THAN BLOCKING I PASSING STUD AND 2x8, USE 6IMP50N $PI'S ON BLOCK AND WITH 4 NAIL EACH SIDE OF STUD TO SHEATHING EDGES 2x STUDS MINIMUM AT EACH END TC BOTTOM PLATE 4 SIMPSON w/ (3) 0.131"x3-1/2" 16" O.C. TOP AND BOTTOM TOENAILS EA. END 5P2'S ON EACH 51DE OF 5TRAP5/EUD LD B STUD t0 TOP PLATES. UN.O." FLOOR ?to• CONSTRUCT WALL � STRAPS SHOULD BE AS LOAD BEARING DIAGONAL AND AT 45 SIMPSON 5PH4 TO 2"x4" PANEL BLOCKING 6 48" O.C. FO J015T 40 00 WITH UPLIFT REF. DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. Lu RELATION To END. (TYP) TOP 4 BOTTOM CHORD (TYP) Cis -1. _ HORIZONTAL. TYPICAL. BOTTOM OF WALL. ATTACHED W/ (2)16d TOE NAILS. SIMPSON HTT4 OR 01 EQUAL AT EACH 1/2' DIA NUT END OF SEGMENT DDI MIN :.: w a x vs8" WHEN GROSS BRACE ANGLE 1/2'ALL WAWER GREATER THAN 45' EXTEND PANEL THRHF DIaEAD ROD FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END TBELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD IS OVER A 1/2. DIa a" DIA SPACING 4 SIZE OF ` �� I1 VOID SPACE, ANCHOR BOLT COUPLING WALL STUDS. STUDS N BLOCKING G BEiLOW. u o �� . SHALL BE INSTALLED JOINT � A.B. EXTENSION DETAIL 6 MAX. 16 O.C. N �. �••. ••� INSTALL 5/6" TYP. 1 COUPLER NUT ` •• sMP� EROD IN DIA. I/2" J -BOLTS ::.:':.: 2'"x4'" CROSS BRACE 48" O.C. FOR O: -' co EPDXY OR EQUAL OR WITH 51MPSON SET EPDXY, 5 THE 1st 2'-0" OF END WALL W/ (2) 10dx3" _ -• WITH b" MIN " EMBEDMENT, AT CROSS STRAPPED EMBEDMENT �' 24" ��' " 2X4 RIBBON 10 EA. END INTO 2"x4" BLOCKING. � •v SEGMENT, IF SHEATHING IS .� �� .. w/ 3-16d g (ANGLE NOT TO EXCEED 45') SEE :•• WHEN i �%. GYPSUM WALLBOARD, EA. TRUSS. � •• :.' :' : WHEN ANGLE 15 GREATER THAN 45 ATTACH WITH bD COOLER- .:� � DISTANCE IS �� /� '••. NAILS AT 7 O.C. oRo x CROSS BRACE 6 48" O.G. FOR THE 1st LESS THAN 2'-0 CMU WALL -SEE N BOTTOM PLATE WITH (4) 1-1/4" SCREWS b" O.C. 4'-0" OF END WALL. L THE FIRST BAY FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING ALONG EDGES AND 12" O.G. TYP. MORE INFO. TRUSS OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRUSS/RIM JOIST GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE SCHEDULE AT O/S2. 0.131"x3-1/2" MIN. TYPICAL. NOTE: SEE 'M/5-3 FOR STUD INFORMATION SIMPSON A35 ANGLE W/ 12-SdX 11/2" REFER TO TYPICAL 2-STOR NAILS EA. STUD TO WALL SECTION FOR TOP CHORD INFORMATION NOT SHOWN F A Cross Strapping Detail LT. Frame/Mason Connection #2 E loor Truss Parallel To Brg. Wall 2X4 BEARING S-5 SCALE: NTS S-5 S-5 SCALE: NTS WALL W/ STUDS SCALE: NTS a 16" O.C. 1/16 APA RATED WOOD SHEATHING SIMPSON SPH4 EA. STUp NOTE: NOTE: ,AT 2x6 WALLS USE 5PH6 AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF PRE-ENGINEERED PRE-ENGINEERED SPH4 CONNECTORS SHOWN. TRUSSES 624" O.C. SPH4 CONNECTORS SHOWN. ENGINEERED ROOF FLOOR JOIST ROOF TRUSSES TRUSSES S24" O.C. AT 2x8 WALLS USE SPHS AT 2x8 WALLS USE SPHS Ir CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 61 nL SPH4 CONNECTORS SHOWN. SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'5 ON INSULATION PER ENERGY CALCS 2x8, USE SIMPSON BPI'S ON fNSULATION PER ENERCxY CALCS CEILING BOARD PER EACH 51DE OF STUD TO EACH SIDE OF STUD TO ARCH. PLANS BOTTOM PLATE 4 SIMPSON 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMP50N - 1/2" GYPSUM CEILING BOARD SP2'6 ON EACH SIDE OF 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." HURRICANE ANCHOR g EACH TRUSS STUD TO TOP PLATES. UN.O." HURRICANE ANCHOR S EACH TRUSS_ PROVIDE CONTINUOUS STRAPPING PROVIDE CONTINUOUS STRAPPING HTSI6 W/ 16-10d 2x4 BLOCKING w/ NOTE:. CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE SPH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 2x4 SOLE PLATE 2x4 SOLE PLATE HANGER PER TRUSS PRE-ENGINEERED SPH4 CONNECTORS SHOWN. SPH4 9 EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS USE SPHS PROVIDE EACH 16d PROVIDE (2) 16d 5PH4 g EA. STUD CONNECTORS IN LIEU OF COM g EACH TRUSS 1/2" GYPSUM COM a EACH TRUSS SPH4 CONNECTORS SHOWN. I/Z" GYPSUM H Floor Truss To Girder Connection FOR WALLS LARGER THAN SIMPSON G516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE SIMP50N CSI6 W/ MIN (22)10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE 2x8, USE 5IMPSON SPI'5 ON COMMONS (12 MIN. EACH END) COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0" S-5 SCALE: NTS 1105* MAX 6 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "O" „ „ EACH SIDE OF STUD TO ON SHEET S-2 1105 MAX g Z4 O.C. MAX OR BOTTOM PLATE 4 51MP50N EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP ON SHEET S-2 SP2'S ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PLATE (IST FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES. FLOOR TRUSSES a 24" O.G. FLOOR TRUSSES 's 24" O.G. EXTEND SHEATHING TO UN.O." 2x4 "2 5YP RIM w/ (3) 2x4 "2 SYP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRUSS 16d NAILS EA. TRUSS WALL GIRDER JOIST (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2x BEARING WALL W/ STUDS a. 16" O.C. PROVIDE (3) 0.131 X 3-1/2" TOE NAILS AT SIMPSON MTSI6 � FLOOR TRUSS TO WALL EACH FLOOR TRUSS 1/16 APA RATED 1/2" GYPSUM CEILING BOARD W/ KN CK - 24" O.C. MAX. „ PRE-ENGINEERE RE -ENGINEERED BELOW I/2 GYPSUM CEILING BOARD W/ KN CK - FLOOR TRUSS �� WOOD SHEATHING FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N-1 PAGEDOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 1/16" SHEATHING MIN., FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ SEE GENERAL NOTE 3-0.131 x 3 1/2" TOENAILS s DBL. 2X TOP PLATE w/ SIMPSON SPH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPH4 EA END 9 16" O.C. w/ (12) 10d NAILS EACH m 16" O.C. w/ (12) 10d NAILS EACH 2 x 4 RIBBON 1/2" GYPSUM BOARD ATTACHED TO EACH 1/2" GYPSUM BOARD FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT g 24" x 3 1/2" NAILSIANCHOR NUT 4 BOSQUARE' " SICSI6 EA. STUD PT 2X BOT. PLATE w/ BY 1/8" WASHERS O.C. W/ NUT 4 2 SQUARE SIMP50N G516 O.C. W SBASE OF 2x4 MPSON SPH4 � EA. PT 2X BOT. PLATE w/ BY 1/8 WASHERS W/ MIN (22) 10d RIBBON BELOW SIMPSON WT% s STUD w/ (10) 10d NAILS SIMPSON SPH4 EA. COMMONS 111 STUD w/ (10) 10d NAILS MIN. EACH END) "EATRIJSS EACH 4"GONG.-SLAB. SEE EACH 4"GONG. SLAB. SEE S1MP6 TYP. LOAD FOUND. PLAN FOUND. PLAN BEAM / GIRDER HETA20 REFER TO TYPICAL 2 -STORY WALL BEARIN63WALL SECTION FOR INFORMATION NOT WNPLIFi 2x BOT. PLATE PRE-ENGINEERED CMU WALL SHOWN FOOTING SEE FOUNDATION •' FOOTING SEE FOUNDATION " • PLAN FOR SIZES 4 MORE INFO. PLAN FOR SIZES 4 MORE INFO. W/ 2 - NAILS 0. 1131 x 3 1/2FLOOR TRUSS 6 6 OIC Cantilevered Floor Truss Over Wall S-5 SCALE:NT3 A T ical Two Story Interior Bearing Wall Section rgTvpical Two StorV Interior Bearing Shear Wall Section F Second Floor Frame Connection Girder S-5 SCALE: NTS S -S SCALE: NTS S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 6 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX EN6INEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN6, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LrrI6A'nON BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY 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 o z 0 H zZ - W O IA (;J W W W oMe =M -z z m WCpWEH�OQa _ W O W yOjYt(=j0 `y d ` t=�H wg ZZ'- V zo ,� u 8<z cu - Lu N O d �/ V 1 M QLLKQ zQF W o N -j 00 =Zzz 2Z FQo� tz��oocC7 Z QZ'1 - ¢�mF-OZ CC , v z_W O O y2 LLI �03o zWzs° O Lu LL U=wZ LU Ln EA J >uI WQ Q C = W Q Z Q O,C =Q�m f aujI wW� N — C U um 0 M N M a M Q � LA 0�� W F- p 00 M T 00 J to Lu N BOO W �► w- O 3' Ln Z w O 4N Z ti Q Y w z 9 ?m0 0� W 00 V Q W ¢ I- Q Ln :5 a ad �O a n� 41 � Q DATE m3-27-18 SCALE NO%ED DRAWN MK/P'DK JOB - Sheet Content: Structural Details Sheet number: DRYWALL OVER FUf BLOCK U, 11/16x11/16 COVE MC (100) Ix6 TRIM (WINDOW PER PLA (WINDOW PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL EDGES Ix6 TRIM BEAD BOARD-----_ PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL EAD ILL ELEVATION BELOW LINE OF WALL 1x6 TRIM BELOW LINE OF TRIM OW - - ml WINDOW >ETAIL 1/4' DOOR CASING ("366) ---------- LINE OF CASING PER PLAN) BELOW ----- --------_-_- COMPOSITE WINDOW DRYWALL FINISH SILL PLAN OVER FURRING ON COMPOSITE WINDOW---ZDRYWALL FINISH BLOCK WALL SILL OVER 2x WALL (SEE PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL PLAN SPECIFIC PER PLAN SME' r'''-0' PLAN SPECIFIC PER PLAN DETAIL SCALE: 1' . I'-0' SCALE: Ill' - 1'-0' SCALE: V4'-- I'-0' SCALE: r • I'-0' FLOORING / BASE BOARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY BASE BOARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED BA5E BOARD AND 5HOE MOULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB (BI -PAS° DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING ("366) HELD DOWN 1/2' 1/2' WOOD FILLER 5 1/4' CROWN a ("45) HEAD SHIM ASTEMP. 1:_41 GL. ENCLOSURE 5 1/4" CROWN MAIN HOUSE DRYWALL FINISH /. C NW N SHIM AS I � . REQ'D_4� SCALE: r • 1,-0' 1/2�I C DRYWALL TRANSITION Y/ I co �k 2 V4' DOOR CASING (0366) Ix8 ROUNDOVER W/ HELD OVER 1/2' REQ'D. ROUTER PLAN 0 0 ` � `° 0 8' W. CORIAN 3 V4' BASE BD. TYP. BI—PASS DRS. 2x6 WALL ��3661 CASING DETAIL OR R HIG36'H HIGH PER PLAN 2x6 WALL M co Z " SCALE: I's r-0' BD. AT 36' OR 42' �Na 2x4 STAIR KNEE CAP (WINDOW WALL CAP DETAIL SCALE: I' = I'-0' 2x6 STAIR KNEE WALL CAP INVERTED 2 1/4' -1 PLAN SPECIFIC PER PLAN XALE: r - r-0' PER PLAN) I INVERTED 2 1/4' DOOR CASING ("366) Q SILL DOOR CASING 6) ("36 I 1x STUDS (PER � I COMPOSITE WINDOW SILL STD. 2x STUDS (PER PLAN) STD. PLAN) STD. 2x STUDS (PER PLAN1 SQUARED DETAIL BASE BASE 2' YAINTY EDGES CABINET 1/2' DRYWALL CABINET I/2' DRYWALL CABINET INVERTED 2 DOOR CASING (0366) r IL 3 1/4' BASE BD. 3 1/4' BASE BD. }- ("36(o)("366) DRYWALL FINISH OVER FURRING ON BLOCK WALL QUARTER QUARTER l 366 BASE BD. ROUND ROUND CALI. TOP HIGH BAR TOP VANITY LOW WALL SCALE: V2' 1'-0' SCALE: 1/2' -- 1'-0' SCALE: V1' : i'-0' (WINDOW PER PLAN) COMP051TE WINDOW SILL TILE TO SQUARED DETAIL EDGES INVERTED 2 1/4' 8' W. CORIAN TEMP. GL. ENCLOSURE U1F:AP INTO GC. VERIFY TOP ELEVATION 10366) DOOR CASING CAP UIINDOLU OF TILE 1/2' DRYWALL 8' W. CORIAN (WINDOW BELOW CAP CAP TEMP. F:G. PER PLAN) - TILE FINISH �� TILE FINISH LINE OF WALL OVER WATER 2x STUDS (PER .OVER WATER BELOW RESISTANT PLAN) �� RESISTANT CORIAN SILL WALL BD. jl WALL BD. (PROJECT 1/2' OUT 1/1' DRYWALL BATH SHOWER TO RECEIVE TILE) LINE OF CASING BELOW SHOWER SHOWER 3 1/4' BASE BD. SIDE 7 ("366) iI l COMPOSITE WINDOW DRYWALL FINISH SILL PLAN OVER FURRING ON BLOCK WALL SECTION PLAN TYP. WINDOW SHOWER LOW WALL SHOWER WINDOW STOOL DETAIL SCALE: Ill' - 1'-0' SCALE: V4'-- I'-0' SCALE: r • I'-0' FLOORING / BASE BOARD NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY BASE BOARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED BA5E BOARD AND 5HOE MOULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB (BI -PAS° DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING ("366) HELD DOWN 1/2' 1/2' WOOD FILLER 5 1/4' CROWN a ("45) NOTE:: DRAWINGS ON 11 "x1-1" SHEET WILL 5E ONE HALF THE: SCALE: NOTED TRIM DETAILS HEAD DAVIS BEWS DESIGN GRROVP 5 1/4" CROWN MAIN HOUSE DRYWALL FINISH /. C NW N DRYWALL OVER 2x WALL (SEE PLAN) 0 0 SCALE: r • 1,-0' 1/2�I C DRYWALL TRANSITION Y/ I co �k 2 V4' DOOR CASING (0366) Ix8 ROUNDOVER W/ HELD OVER 1/2' WHITE PINE ROUTER PLAN 0 0 ` � `° 0 I/2' DRYWALL 3 V4' BASE BD. TYP. BI—PASS DRS. 2x6 WALL ��3661 CASING DETAIL OR R HIG36'H HIGH PER PLAN 2x6 WALL M co Z " SCALE: I's r-0' BD. AT 36' OR 42' �Na 2x4 STAIR KNEE GARAGE / WALL CAP DETAIL NOTE:: DRAWINGS ON 11 "x1-1" SHEET WILL 5E ONE HALF THE: SCALE: NOTED TRIM DETAILS DAVIS BEWS DESIGN GRROVP PLAN SPECIFIC PER PLAN RAF r. F -m' MAIN HOUSE GARAGE /. C NW N DRYWALL BASE BD. TO OVER /-LAP SLAB STEP AND 0 0 N^ C DRYWALL TRANSITION Y/ I co Ix10 ROUNDOVER V ROUTER 3 I/4' BASE BD. WHITE PINE (0366) 0 0 ` � `° 0 V2' DRYWALL 3 U4' BASE BD. i, 0366) 2x6 WALL M co Z " TYP. BASE BD. AT 36' OR 42' �Na - HIGH PER PLAN GARAGE / MAIN HOUSE SCALE: I' = I'-0' 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN XALE: r - r-0' NOTE:: DRAWINGS ON 11 "x1-1" SHEET WILL 5E ONE HALF THE: SCALE: NOTED TRIM DETAILS 'JqB NUMBER 22066' CAD FILE TEEN BUILDER TD IMED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GRROVP 150 STATE STRFEI' EAST CLEGMA1t, FWRMA 34677 813. 925. 1300 TET.. 813. 925. 1800 FAX W W WnAVL%EWS CAM TAMPA • DENVER x a /. C NW N 0 0 N^ Y/ I co L � LL 0 0 ` � `° 0 _ W 08 i, a,: M co Z " � �Na 'JqB NUMBER 22066' CAD FILE TEEN BUILDER TD IMED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 TRIM • n>LE • TYPICAL TRIM DETAILS DAVIS BEWS DESIGN GRROVP 150 STATE STRFEI' EAST CLEGMA1t, FWRMA 34677 813. 925. 1300 TET.. 813. 925. 1800 FAX W W WnAVL%EWS CAM TAMPA • DENVER EST. 1994 et- . TRIM • n>LE • TYPICAL TRIM DETAILS LJ -8090-5 OAK - 51/4" LANDING TREAD RAILING /-STANDARD - 42" H. KNEEWALL (OPT. U-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS 6 LJ-4040 NEWEL POST II I� II I� I I I� I LJ -4040 NEWEL W W in in N N `—V N ,n Ln ►i i C N N LJ -4010 LJ -4045 LJ -4042 LJ -4040 N.TS. LJ -1021 Ix12 SKIRT 36" N. RAILING STANDARD - 42" H. RAIL (KEEP HOLE ROSETTE 45-' 0�i Ixl2 SKIRT KNEEWALL SECTION i �'? BOARD �F LJ -4042 (OPT. U-6010 BALUSTERS (3 PER TREAD) NEWEL POST BOARD PLATE LJ -4040 RAILING RAILING SHOWN) TYPICAL NEWEL POST PROFILES LINE OF 31/4" BASE w NEWEL POST LJ -6010 1x6 PAINTED BASE BALUSTERS t0 O KNUCKLES TO / �- LJ -6010 AS APRON �� '=-' RAILING SUB TREAD LJ -8095 OAK TO TOP RAIL PLATE KTA RAILING LINEAL COVE MOULDING 0,1, LIN-HOL2KNUC44 POST 1x12 SKIRT BD. (DOUBLE KNUCKLE i _ BASE 31/4" BASE BD. LIH-HOLIKNUC44 At THIS RISER BASE CAP MOULD BASE BASE (SINGLE KNUCKLE) LJ -1041/8 ---- _ CAP CAP LJ -1011 LEVEL QUARTER TURN DECORATIVE METAL BALUSTERS 7 CAP AS APRON LJ -1011 LEVEL S -TURN __= _ MOULD PER PLAN SPACED) KNUCKLES AND EQ. SPACED) LJ -4042 NEWEL = MOULD STANDARD - LJ-8014MRI i STANDARD - LJ-8014MRI W/ TYP. RN LJ -4042 QUARTERPRN METAL BALUSTER PICKETS AT STAIRS TREAD FOR CARPET LJ -5015 WOO[)----'__-- INSTALLATION DETAIL TREAD FOR CARPET (OPT. LJ -8010 SERIES BALUSTERS NEWEL LJ -4045 (OPT. LJ -8010 SERIES LJ -4040 = jI (3 PER TREAD) =— TREAD) POST NEWEL POST - NEWEL LJ -8095 OAK = _ - RISER LINEAL COVE POST MOULDING __- -_= LJ-8010MR1 OPT. LIN-MG2KNUC44 -- i� BASE PER TM LEVEL Ix8 PAINTED RISER 3 1/4" OR 5 1/4" WROUGHT IRON BALUSTERS Ixl2 SKIRT LJ -1040 / 1045 LJ -4042 BOARD LJ -1021 -___ f-Ix6 PAINTED BASE SECTION NEWEL .POST ROSETTE _ - PLATE CUT THRU •3w U-6010 2 EA. - LJ -3018 RAIL LJ -3009 _ Ixl2 SKIRT 3 1/4" BASE WALL RAILING AND POST FASTENER === BOARD AS APRON LJ -8010 LJ -5015 WOOD -- STARTING STEP LJ -5015 LIN-HOLIBASK44 LIH-1401-28ASK44 LIH-WOLIKNUG44 LIN-HOL2KNUC44 LIH-WOLPLA44 LIH-WOL50144 LJ -1041/8 =' BALUSTERS ___- BASE (PLAIN) W/ 5 -TURN- (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 1x12 SKIRT = TREAD FOR CARPET LJ -5015 WOOD BOARD __ _ (OPT. LJ -8010 SERIES BALUSTERS _ TREAD SHOWN) (3 PER TREAD) LJ -8095 OAK ,-lx8 PAINTED LJ -8095 OAK LINEAL COVE_ _- RISER LINEAL COVE MOULDING -- -= LJ-8010MRI MOULDING AS BABE— OAK TREAD BASE PER TM LEVEL _--=_ PER TM LEVEL 3 1/4" OR 5 1/4" 3 1/4" OR 5 1/4" LJ -4042 Ix12 SKIRT NEWEL POST BOARD 2 EA. - LJ -3018 RAIL AND POST FASTENER LJ -8090-5 OAK - 51/4" LANDING TREAD RAILING /-STANDARD - 42" H. KNEEWALL (OPT. U-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS 6 LJ-4040 NEWEL POST II I� II I� I I I� I LJ -4040 NEWEL W W in in N N `—V N ,n Ln ►i i C N N LJ -4010 LJ -4045 LJ -4042 LJ -4040 GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND �EA. ADJ. KNUCKLE) STAIR DETAIL STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER NEIGWT REQUIRED. �G INDICATES STRIP FLOORING TO 5E INSTALLED M SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ -4042 NEWEL POST SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN N.TS. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" 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 "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MR1 TREAD LJ-8010MR2 TREAD F 8" AK END CARPET N.TS. BHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES N.tS. N.TS. 3/4" MIN. HOLE DEPTH I" MIN. HOLE DEPTH FOR FOR BALUSTERS IN TO BALUSTERS IN TO HAND HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT DEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) 2x STUD WALL w/ DRYWALL FIN N.TS. 36" H. RAILING Ix12 SKIRT 36" N. RAILING BALUSTERS IN TO HAND RAIL (KEEP HOLE LJ -6010 RAILING RAILING Ixl2 SKIRT Ix6 PAINTED BASE SECTION i �'? BOARD 36" H. RAILING LJ -4042 BASE CAP BALUSTERS (3 PER TREAD) NEWEL POST BOARD PLATE GUT tHRU-\y -=1 ` •:`<<' RAILING RAILING TYPICAL NEWEL POST PROFILES LINE OF 31/4" BASE WALL j LJ -6010 BALUSTERS BALUSTERS t0 O KNUCKLES TO / �- LJ -6010 AS APRON �� '=-' RAILING SUB TREAD LJ -8095 OAK TO TOP RAIL KTA RAILING LINEAL COVE MOULDING 0,1, LIN-HOL2KNUC44 POST 1x12 SKIRT BD. (DOUBLE KNUCKLE CARPET STARTS _ BASE LIH-HOLIKNUC44 At THIS RISER BASE CAP MOULD BASE BASE (SINGLE KNUCKLE) LJ -1041/8 ---- _ CAP CAP LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS 7 CAP (3 PER TREAD AND Ea S -TURN __= _ MOULD PER PLAN SPACED) KNUCKLES AND EQ. SPACED) LJ -4042 NEWEL = MOULD STANDARD - LJ-8014MRI STANDARD - LJ-8014MRI W/ TYP. WOOD BALUSTER METAL BALUSTER PICKETS AT STAIRS TREAD FOR CARPET LJ -5015 WOO[)----'__-- INSTALLATION DETAIL TREAD FOR CARPET (OPT. LJ -8010 SERIES BALUSTERS _- (OPT. LJ -8010 SERIES = TREAD) (3 PER TREAD) =— TREAD) - 1x8 PAINTED LJ -8095 OAK = _ - RISER LINEAL COVE MOULDING __- -_= LJ-8010MR1 -- OAK TREAD BASE PER TM LEVEL Ix8 PAINTED RISER 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ -1040 / 1045 LJ -4042 BOARD TURNOUT NEWEL .POST 2 EA. - LJ -3018 RAIL LJ -3009 LJ -4010 NEWEL POST AND POST FASTENER BRACKET LJ -8010 STARTING STEP LJ -5015 LIN-HOLIBASK44 LIH-1401-28ASK44 LIH-WOLIKNUG44 LIN-HOL2KNUC44 LIH-WOLPLA44 LIH-WOL50144 (PLAIN) W/ GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND �EA. ADJ. KNUCKLE) STAIR DETAIL STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER NEIGWT REQUIRED. �G INDICATES STRIP FLOORING TO 5E INSTALLED M SAME ORIENTATION AS 5 1/4" LANDING TREAD RAILING LJ -4042 NEWEL POST SEE GENERAL STAIR NOTES GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN N.TS. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" 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 "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ-8014MR1 TREAD LJ-8010MR2 TREAD F 8" AK END CARPET N.TS. BHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES N.tS. N.TS. 3/4" MIN. HOLE DEPTH I" MIN. HOLE DEPTH FOR FOR BALUSTERS IN TO BALUSTERS IN TO HAND HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT DEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) 2x STUD WALL w/ DRYWALL FIN N.TS. 36" H. RAILING 42" H. 36" N. RAILING BALUSTERS IN TO HAND RAIL (KEEP HOLE LJ -6010 RAILING RAILING LJ -6010 RAILING EACH BALUSTER) LJ -5015 WOOD LJ -4042 36" H. RAILING LJ -4042 BASE CAP BALUSTERS (3 PER TREAD) NEWEL POST NEWEL POST NEWEL POST MOULD RAILING RAILING SCROLL t0 BE / BE PARALLEL Ix12 SKIRT BOARD LJ-8010MR100, OAK TREADS LINE OF 01 LINE OF ' • BALUSTERS BALUSTERS t0 O KNUCKLES TO / (3 PER TREAD) BE PARALLEL 0° 0 ea0) cq BE PARALLEL SUB TREAD LJ -8095 OAK TO TOP RAIL TO TOP RAIL / •�`��` LINEAL COVE MOULDING 0,1, LIN-HOL2KNUC44 POST 1x12 SKIRT BD. (DOUBLE KNUCKLE CARPET STARTS Ixl2 SKIRT BD. LIH-HOLIKNUC44 At THIS RISER BASE CAP MOULD BASE LJ -8095 OAK (SINGLE KNUCKLE) 2xI2 STRINGERS CAP LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS 7 MOULD (3 PER TREAD AND Ea (3 PER TREAD - ALTERNATE PER PLAN SPACED) KNUCKLES AND EQ. SPACED) LJ -4042 NEWEL TYP. LEVEL 1 DECORATIVE TYP. OPEN TREADS W/ TYP. WOOD BALUSTER METAL BALUSTER PICKETS AT STAIRS DETAIL INSTALLATION DETAIL INSTALLATION DETAIL NOT TO SCALE `�. N.TS. LJ -404 42" H. LJ -1021 BALUSTERS IN TO HAND RAIL (KEEP HOLE NEWEL RAILING ROSETTE EACH BALUSTER) EACH BALUSTER) POST 36" H. RAILING LJ -6010 RAILING LJ -6010 RAILING LJ -6010 36" H. NEWEL POST NEWEL POST �x. ��` RAILING RAILING SCROLL t0 BE / BE PARALLEL PARALLEL TO LJ -5015 WOOD 0 3 1/4" BASE ' • BALUSTERS O AS APRON (3 PER TREAD) E=uo 0° 0 ea0) cq HT. FULL WALL LJ -4041 wC" •�`��` NEWEL WOOD TREAD 410 POST 1x12 SKIRT BD. CARPET STARTS � At THIS RISER BASE LJ -8095 OAK RAILING CAP LINEAL COVE 7 MOULD MOULDING PER PLAN BASE PER TM LEVEL LJ -4042 NEWEL POST GENERIC WOOD / CARPET TYP. OPEN TREADS W/ WOOD STAIR FLOOR PLAN BALUSTERS AT STAIRS RTS. RTS. N.TS. 1" MIN. HOLE DEPTH FOR I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND BALUSTERS IN TO HAND RAIL (KEEP HOLE RAIL (KEEP HOLE DEPTH THE SAME AT n n nDEPTH THE SAME AT EACH BALUSTER) EACH BALUSTER) 36" H. RAILING 36" H. RAILING LJ -6010 RAILING LJ -6010 RAILING LJ -4042 LJ -4042 NEWEL POST NEWEL POST LINE OF LINE OF BASKETS TO / SCROLL t0 BE / BE PARALLEL PARALLEL TO TO TOP RAIL / TOP RAIL RTS. *JOB NUMBER 2416J.01* CAD FILE NAME TRIM DETAILS ISSUE 04-05-13 REWSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 me DAIS BEWS DESIGN GROVP 150 STATE STREET EAST oc oSMAR, FLORIDA 3467 813.92.5.1300 TEL 813.92.5.1800 FAX V VW.DAVISBEWS.COM TAMPA • DEIVVEFL x CINW IA NtotW. RNM .� •Jr Lo L 0 ' • O E=uo 0° 0 ea0) cq wC" 410 *JOB NUMBER 2416J.01* CAD FILE NAME TRIM DETAILS ISSUE 04-05-13 REWSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 me LIN-HOL2BASK44 1_1H-HOL50144 LIN-HOLPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) • LIH-HOL15ASK44 LI-ALAK01 (2 EA. STAIR (SINGLE BASKET) ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE (3 PER TREAD - I - SCROLL AND BASKETS AND EQ. SPACED) 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE METAL BALUSTER METAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL NOTE: DRAWING& ON 1111x1 11' SHEET WILL 5E ONE HALF THE 5CALE NOTED RTS. STAIR DETAILS 0 nu TYPICAL STAIR DETAILS • SHEET • DAIS BEWS DESIGN GROVP 150 STATE STREET EAST oc oSMAR, FLORIDA 3467 813.92.5.1300 TEL 813.92.5.1800 FAX V VW.DAVISBEWS.COM TAMPA • DEIVVEFL �-- FST. 1994.- LIN-HOL2BASK44 1_1H-HOL50144 LIN-HOLPLA44 (DOUBLE BASKET) (SCROLL) (PLAIN) • LIH-HOL15ASK44 LI-ALAK01 (2 EA. STAIR (SINGLE BASKET) ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE (3 PER TREAD - I - SCROLL AND BASKETS AND EQ. SPACED) 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE METAL BALUSTER METAL BALUSTER INSTALLATION DETAIL INSTALLATION DETAIL NOTE: DRAWING& ON 1111x1 11' SHEET WILL 5E ONE HALF THE 5CALE NOTED RTS. STAIR DETAILS 0 nu TYPICAL STAIR DETAILS • SHEET •