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Home My WebLink About525 Red Rose Ln 18-931 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 24 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL, ELECTRIC WATER NEATER, 30" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMEN51ON511. ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWI5E NOTED, OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. ' CEILING CONSTRUCTION: LCT 313 THORNBROOKE 40 s THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/6 INCH (153 mm) TYPE 'IX" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH SANTA ROSA GARAGE LEFT ELEVATION " INCLUDED - F.B.C.R - 6TH EDITION (2011) R302.6 AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FL3.C.R - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE 5TAPLE6 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER F.B.C.R - 6TH EDITION (2011) R103.1.2 AND ASTM C 926. PER F.B.C.R 6TH EDITION (2011) R103.12.1 WEEP 5CREE05 SHALL BE A MINIMUM N0. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE5I5TANT WEEP 5CREE1) OR PLASTIC WEEP 5CREED WITH'A MINIMUM " VERTICAL ATTACHMENT FLANGE M 3-M INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL TRADITIONAL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.5C.R 6TH EDITION (2011) R103.13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 6TH EDITION (2011) R103.1.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-0611.11A] THRJ 1.11A.4) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 5R AND DELINEATE AREAS NOT MORE THAN 100 TAYLOR MORRISON S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51N-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION iN 5UCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103A. 01-30-18 CREATED LOT 5PECIFIC PLAN FOR LOT 313 IN THORNBROOKE 40'5, ELEVATION ''INCLUDED - TRADITIONAL" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: (3) PRE -WIRE FOR CEILING FANS, (1) G.F.I, AT GARAGE, (1) DUPLEX OUTLETS (G.C. VERIFY LOCATION), COVERED LANAI, AND MEDICINE CABINET AT OWNER'S BATON W/ BEVELED GLA55. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 981 TOTAL LIVING S.F. 2138 GARAGE S.F. 451 PORCH S.F. 74 LANAI S.F. 128 TOTAL UNDER ROOF S.F. 2791 TOTAL WIDTH 30'-0" TOTAL LENGTH 68'-0" PLAN REVISIONS P,ECORD COPY RF-VIEWED P;DR CODE COMPLIANCE PLANT INER 11112" DATE 5ANFC►IID B-QLL- INQ; VIVISIQN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE 1.0 PROCEED WITH THE WORK AND NOT AS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQIJIRED Results to be Verified Lit Slab Inspection SACalF`,r)R1) #1 8 - 9 DRAWING INDEX WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2, IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE COV - GENERAL NOTES INDEX SPECIFICATIONS r r METHOD 15TOBEUSED, DWELLING / GARAGE OPENINGS: 1 -SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR,20 MINUTE FIRE RATED DOORS. 2A 1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQU►REMENT5: 2A2 - MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT 5HINGLE5 (IF APPLICABLE) : 2 B 1 - UPPER FLOOR PLAN NOTES I. WIND RE616TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND RW0 2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOP£$ OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR 2 B 2 UPPER F L00 R PLAN O I M E N SI O N S TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 486% TYPE IV OR ASTM p 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. 3A1 - FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE) : 3A2- SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION THE INSTALLATION OF CLAY AND CONCRETE TILE PER I'D.C.R - 6TH EDITION (2011).R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS RCOMMENDATIONS OF RAS 8,19 OR 120. REQUIRED UNDERLAYMENT PER RD.C.R. DA HIGH WIN[) CONCRETE AND CLAY ROOF TILE A6THTEDITION ION (2011)FTW533 SHALL CH EDITION EONFORM WITH 46TM DpTHE VA6D 16 1226, TYPE 1; A5TM D 2626, NED IN ACCORDANCE WITH TY�°I" R�AST3M F L 1 - FLASHING DETAILS p 1910 OR ASTM D 6380,CLA$5 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY. ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, FL2 -FLASHING DETAILS CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN 4A - MAIN FLOOR ELECTRICAL PLAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREA5: 4 B -UPPER FLOOR ELECTRICAL PLAN CEMENT, FIBER -CEMENT, OR GLAS$ MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, C1325, OR CInB AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TR - TRUSS STRAPPING PLAN TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR N 1 - STRUCTURAL NOTES 5U5TERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE $LAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. S 1 -STRUCTURAL DETAILS 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR N A ROOF ABOVE ANOTHER ROOF. S2 - STRUCTURAL DETAILS MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER S4 - STRUCTURAL DETAILS PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL SS - ADETAILS.. STRUCTURAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE TD- TRIM DETAILS Q MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. SD - STAIR TRIM DETAILS EXHAUST FANS AND VENTING: '.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST 5Y5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 185UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER $HALL NOT BE HELD RESPONSIBLE. REV.12-31-2011 oJ co � uj • � O r // I •eep�wae wee `(/ �� V IIT111 x w r0 C j 0 toLO O -.wI�W NI Vi n 0(A�M .>N �M 11. • 00 " C0 _0-i x 0Oi 0 * CD T Z N q • JOB NUMBER 8-1810527 • CAD FILE NAMELT 313 T8 ISSUED 01-30-18 REWSED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TANtPA • DEr4VER. -tea EST. 1994 �_Jlll VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS 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 o � M w m � m O ; O rylo z z O N O � = oC � O g M �[ M J U. 2138 • TITLE • COVER SHEET GENERAL NOTES REVISION LOG • SHEET • cov • • 11 NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) 16 -011 8"x811 FTG. W/ I - 05 1 �CONT. (TYP. AT LANAI) .. Co c! 1 all G.C. VERIFY ACRYLIC 8 8 ON LANAI 8 8 3'4"6-0" A/C 31.611 21 011 101_211 I 21_211 I PAD (SEE MECH. CONTRACTOR ELEVATION L. J FOR LOC.) ■ ■ 11/2" RECE55 FOR S.G.D. ■ ■ ■ ■ 4" P.V.C. -v <r- 3/4" P.V.C.20" CONDENSATION ■ 2-5TORY FOOTING (TYP.) PH HB. H. x 20" W. GONG. MONO-FTG. I W/ 3 • 05 CONT. REBARS DRAIN BY PLUMBER PROVIDE 25" MIN, LAP WHERE PHI - SPLICED AND WIRE TOGETHER. M v BOTT, OF FTG. SHALL BE 12" MIN. BELOW GRADE r ■ B A /A 51 � S4 ego Q br 3'-611 ■ Inn 6' 1111 51 411 \ I gl1 ■ 16" W.x12" DEEP FTG. M ■ W/ 2- S CONT. /Vol 1p C ELEVATION AT 0' 0" 9 811 THICKENED EDGE a, (ASSUMED) — N FOR SHOWER RECESS — — W/ I NO.5 BAR GONT. 351 THICK, 2500 OR TILE SHOWER 3000 P.5.1. CONCRETE =SEAT � VALVE RECESS SLAB ON GRADE W/VA _ A5V. ■ 6x6 W1AxW1.4 MESH Q, OR_FIBER MESH OVERVA I 6 MIL. VAPOR �f'. ELEVATION M ■ BARRIER ON CLEAN, r/A � WELL - COMPACTED, TERMITE TREATED, / T �; M — ■ F--�r-T� IQ — — — — — GRANULAR FILL. 0 _ 4 _ ILltj OPT. II OPT. I LWASHER J L DRYT J '9 - ■ I I� UJ \ - r- AIR HANDLE 4'-111 LINES FROM SINK G —I— �\ @ m UPPER FL00 ■ } IIIII IY/ DISP \ I I 41-611 414 16'-31, 41-111 U LL, PEE). y PROVIDE WATER LAV. 11 16" W.xl6" D. FTG. LINE FOR ICE MAKER />- �// \ .: 11 I '� ■ W/ 2 - 05 CONT. (TYP. AT �// \ �� >, �'I, - 3/4 RECESS ■ a' FOR ENTRY DR GARAGE) TO �OF REF. G� F4 __ J II as -__,_JI m d \ 8 _ 71� - ■ / — _ ♦ 31811n, 11 411 ELEVATION 1 `. N I II 50 GAL ■ J W.H. SI @ I u a a' T2I-9 all 9'-0" 3'-5 1/211 1/2" 21_111 21_611 . 811 31_Q11 5'-011 V ■ i ELEVATION U I � PAVER5 IaN � N 11 N LL- I Q (L i— i a"xs" FTG. W1 i I - 05 CONT. (TYP, AT i ENTRY) I -STORY FOOTING (TYP.) D 20" H. x 16" W. GONG. �o SI i MONO-FTG. W/ 2 - 05 n, CONT. REBAR5 `r PROVIDE 25" MIN. i LAP WHERE SPLICED i AND WIRE TOGETHER. ELEVATION i BOTT. OF FTG. SHALL W.B. ()0_BE L i 12" MIN. BELOW GRADE — 1 1/211 RECE55 FOR GAR DR. �, ■ ♦ ■ ♦ AA PAVER DRIVE /LEAD WALK 3A2 TAYLOR MORR15ON USES 60RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 IN5TALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * FS I S S 2 05 FOOTING LEGEND: 0 RI 12" DEEP x24"x24" GONG, FOOTING W/ (3) "5 BARS EACH WAY. 2 20" DEEP x24"x24" GONG. FOOTING W/ (3) "5 BARS EACH WAY. G 12" DEEP x30"x30" GONG. FOOTING W/ (3) 5BARS EACH WAY. G16" DEEP x36"x36" GONG. FOOTING W/ (3)'5 BARS EACH WAY. 1=5 12" DEEP x30"x50" GONG, FOOTING W105 BARS AT 9" O.C. EACH WAY, THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE E5TABL16HED N.AMD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THI5 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION A5 SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN GARAGE LEFT • x m C LO r o J,�O 0 0 _j co Dy M/ mm L co N � >>JC4 L L QOiL • 0 0 p C O d�1 C c cm cm �oro� z1201 •JOB NUMBER B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMA ., FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS,COM 7-AMPA • DENVER EST. 1994�- 111 �111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 -41 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 cn O ir-4 cn (0 2138 • TITLE • SLAB INTERFACE PLAN • SHEET • TRU55E5 II\V1AM l'SIIVI\ ATTIC ACCESS DETAIL SCALE: 1/2" : II-01I OPT, SHIM AS AIR SWITCH REQ'D. FOR D15P. I .. 11-0R I" �-- CASING 2x 5TUD5 (PER STD. PLAN) BASE CABINET 1/16 0.5.5. BACKING 1/2" DRYWALL CALI. TOP 50ALE: 1/2" : 1'-0E T,O,M. BOTTOM OF LINTEL ■T.O.M . 91.411 AT 80" AFELO, 9$_411 A.F.F. ------- ■ 0 BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL 1 ( 1 1 /-AT 8-(D A,F.F. 16 -0 x8'-0 -0� AT 8A.F.F. O �•.J I 9'-4" PLT. HT. G:C, VERIFY ACRYLIC i 3 - 26 5H. ON LANAI I T.O.M. HD, AT 8411 91.411 * EGRE55 REFER TO SHEET 2A2^O^O^O^O^O^O^O^O^O^O^ ^°^°^°^°^°^°^°^°^°^°^° 0 0 0 0 0 0 0 o c ■ FOR MAIN FLOOR 00 8-06-0 TEMP. 5.G.D, PLAN DIMENSIONS O 12 Sx8 0 O 00 2 STORY 9'-4" o° °o CLG. CLG. o° d� a° 2-STORY 0o VOLUME NOTE: OWNER'S SUITE AT VOLUME CEILING °o HATCHING INDICATES DOUBLE o0 13'-10"x12'-10" K.O. BLOCK COURSE W/ (2) 05 GATHERING ROOM 9 -4 FLAT CLG. IN EACH (NOT REQ'D AT OPT. o0 14'-6"xl6'-0" GAME RM.) 2-STORY VOLUME 3'-0"x3-0" A/ PAD (SEE ME�H CONTRACTOR FOR LOCI) L — — — J TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 5311 WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5N 32 514 W = 3911 1 13 5N 1/2 33 5N 23 5H 33 514 J 0 51" 14 5H 1/2 34 5H 24 5H 34 5N z 6311 S 15 5H 1/2 35 5H 25 5H 35 5H 12" S 16 5H 1/2 36 5N 26 5N 36 5N 0 C.G. VERIFY M45ONRY OPENING5 FOR ALL WINDOW5, Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 0MANUFACTURE 5PECIFICATION5. 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (5INGLE HUNCH-5H, GA5EMENT- G5MT, OR FIXED GLA55- F.C.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R, - 6TH EDITION (2011). * * * * * * * ■ (AT VOLUME oo ARCH FROM CEILING) oo —1 81-01' TO V-811 ■ 0 00 2 Sx6 8 OWNER'S M.G. W/ BEVELED o °o BEARING WALL BATH GLASS F oo N U °' �' (NO UPLIFT) 0° — 0o c`� �7 CLG. i ° -` p 2.46 6 ■ Q DINING ROOM A IN WA i 14 -6 x10 -0 BE UPLIFT) LL I 1 OPENING TEMP. GL. ENCL. 9'-4 FLAT CLG. I TO UNDER 21-011 ■ ON 42" H. LOW WALL STAIRS IS" H. TILE TILE 36" H. STAIR DATA: 18 RISERS AT B SEAT SHOWER COUNTERTOP KNEE 1.38" EACH I SI HANSEN x DRYER (SEE DETAIL) WALL 10.00E TREADS L — —BOX — — r j H— —I ' VENT fy_ R/5 I OPT. I I OPT. 42" H a x WA5HER DRYER LOW WALL L_—JL_ N O > AIR HANDLER LAUN, ■ I OO TINES FROM 9'-4" CLG. —I \ " -- s UPPER FLOOR zr SINK "ON Q" ■ o I 4 — W <, .s s 2.8x6-S W/ D15P d 9 4 PANEL CLG. a" SOFFIT 2-Sx6-8 ABOVE KITCHEN \ ARCH F a s1I 91 411 I pm ■ 0 BARREL ARCH 9'-4" FLAT CLG. \ CLG. ■ LAV. / \ \ oc II 36 FROM S011 0UPPER \r\si FOYER \ \ aHALF m OT5CA39'-411 BATH <I Q '� / � �C,• \ \�'g� sfl8 ■ ■ s n 5 5H. O.H.C. PAVERS ■ l O1N5uLAi'E NOTE: 6 8 • O FLUSH FRAME BEARING WALL ALL INTERIOR ■ TO FURRING 50 GAL ANGLED WALLS INSULATE J W.N. ARE AT 45° (UN.OJ BEARING 51 PORCH WALL 9 -4' PLT. HT. I cI ay ■ 1 = f - = I 2x8 WALL INSULATE B LATE -- ` J--------- ■ 54"x2211 LINE OF SECOND O ATTIC ACCESS FLOOR ABV. ■ ■ ■ HEADER SEE ■ Z CAR GARAGE INSULATE ELEVATION g1 411 ABV. A.F.F. 20'-0"x2O'-O" 9'-4" PLT. HT. MAIN FLOOR STRUCTURAL- LEGEND 8" K0, BLOCK FILLED WKI) 05 BAR OVER 8" ' _ PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U 05 BAR, IA - 8" K,O. BLOCK FILLED WKI) 05 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU 15 BAR, GROUTED SOLID. O _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) S BAR. O3 _ 8" LINTEL5 SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED W10U S BAR. ® - PROVIDE (3) 2x4 STUDS W/ (I) SIMP50N HTT4 CONNECTORS AT BASE. - PROVIDE (5) 2x4 5TUD5 W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 05B FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA15 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MRSON H2.5 CLIPS. - PROVIDE (3) 2x8 5TUD5 W/ (1) 5IMP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE (5) 2xb STUDS W/ (1) 61MP50N HTT4 CONNECTORS AT BASE. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb "2 5YP W/ 1/21'055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 51MP50N L5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 6IMP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES 0 ALL LVL'S TO BE Fb:2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 UN,O, 6 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA 0 N ■ LINE OF GARAGE DOOR IN OPEN POSITION— — — — ■ REFER TO SHEET 2A2 tr u; O I 1 FOR MAIN FLOOR Q PLAN DIMENSIONS 1 1 G ■ � I SI I ■ (TYP.) H.B. NOTE: C.J.: RECOMMENDED O 16-Ox1-0 O.H. GARAGE DOOR ( I MASONRY CONTROL JOINT, I T.O.M. ■ INDICATES 105 A.F.F. AA ♦ INDICATES 2 #5 3A2 PAVER DRIVE /LEAD WALK R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALL5 (WHERE APPLICABLE) R 13 CLG, INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE LEFT x ro �� '0.0o 0 _jMN; m IN 1 YI O'�M. `w >?JcM V L oclL" 0 C ° (D'o h o"o" 00 E �w�_CQ 0CQ 0CD g ro� 4 Z N 2 V ',IQ.B NUM&PB B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWWl>AVLSBEWS.COM TAMPA • DEIVVER EST. 1994 ez - r� 111 In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33S63 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW.I. MEISHEID, P.E. #83217 [HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 LL O c 7--' (D cn I (D 2138 " TITLE • MAIN FLOOR PLAN NOTES • SHEET2A1 • o // REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT K Cto � 0o0 o � co 1 4fD= c N L L o r. oi,M • 0 C .0 .� 0� C0 ILY L J * m 44>0% 0 C~ Z ccli •JOB NUMBER B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IJENVER EST. 1994 rel 6-a I I �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 REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY W O C rvoo Z C) rvoo can ,--1 Q M J d �=C. 2138 • TITLE • MAIN FLOOR PLAN DIMENSIONS Im I STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2.2x12 � 5YP. • ALL 5TRINGER5 TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 5IMP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MA5ONRY/GONG. WITH 1/4" DIA x 3" TAPCON5 AT 6" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONCJ. •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT 5URFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR: •• AT GONG. W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 3112" NAILS AT 8" O.C. TO TRU55/JC15T/ OR BLOCKING BELOW. •• ATTACH STRINGERTO FOOT 0.131 x 3 I/2" TOENAILS EA. • .LANDING BUILT SHALLIL •• JOISTS TO BE 2x8 *2 5YP, MIN, AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X6 END J015T WITH (3) 0.131 x 3 1/211 R.5, END NAILS AT EACH LANDING JOIST, AND (2) 0,131 x 3 I/P" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE, to LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 3 I/2" NAILS AT EACH PA551NG 5TUD AT WOOD ATTACHMENT 16" O.G. MAX. ••• AT 8" O.C. STAGGERED AT SLU5226/CONGRETE ENT. AO •• LEDGERS OR BEAMS WITH 5IMP50NPGON5 ATTACH JOISTS HANGERS OR EQUAL. THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5, SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE, STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAIL5 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R3015 PER F.B,C.R. - 6TH EDITION (2011). 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE RAILING BEAM LINE OF 6'-8" MIN. FLOOR jHEAD CLEARANCE SYSTEM / 10.0011 () 4211 H, LOW WALL I" NOSING (TYP.) 2x TREADS AND lx R15ER5 (TYP.) 3/4" PLYWD. FLOOR SYSTEM 2x 5TRINGERS I �I I I LINE OF DOOR IN FOREGROUND 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" - 1'-0" 1 I• UNDER -STAIR PROTECTION ENCL06ED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.5.C.R. - 6TH EDITION (2011) R302.1 AND R302.11 )RAIN J. �L STAND TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 48° to WINDOW CALL -OUTS U 2011.' 1010 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. —10 36" 11530 5H 2O30 5H 3030 5H 4030 5H Z 4811 0 1840 5H 2O40 5H 3040 5H 4040 5H H Z 60" 1850 514 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 5H • G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F__ MANUFACTURE 5PECIFICATION5. O z REFER TO FLOOR pLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG-51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.15C.R. - 6TH EDITION (2011), * * * * * * UPPER FLOOR STRUCTURAL LEGEND ® — PROVIDE (3) 2x4 STUDS W/ (U 5IMP50N HTT4 CONNECTORS AT BASE. PROVIDE (3) 26 STUDS W/ (U 5IMP50N HTT4 CONNECTORS AT BASE. lia — PROVIDE 2-PLY 1,15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 5IMP50N M5TA30 STRAPS. II — PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)5IMP50N L6TAI2 STRAP. 12 — PROVIDE 2-PLY 28 NO.2 5YP BEAM W/ 1/2" 0515 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 8IMP50N 1_5TAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 02 5YP W/ I/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 5IMP50N H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb-2950 P51 MIN. • ALL WOOD LOAD. BEARING HEADERS TO BE (2) 2XI2 UN,O. • ALL EXTERIOR WALL5 TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA85AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 6TH EDITION (2011) R3122 ATTIC ACCESS DETAIL SCALE: 1/2" - V-01I TRU55E5 UPPER FLOOR PLAN NOTES GARAGE LEFT x ro C U ro o to 0 J rc) 1 2N�� .� 0 m �- L ooJ;N 0 0:sk � o� Ccm LL X E .c J (D zED 1 01 •JOB NUMBER B-1810527 CAD FILE NAME L T 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA W77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DEIVVER- EST. 1994 F�- 111 �111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY now O O 0 O voto-4 a cn C 2138 , • Tl TLE • UPPER FLOOR PLAN NOTES • SHEET2B1 • Fill REFER TO SHEET 251 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT X La M. /w r0 J0�O 0 Jc�I`� 2 �r ccoo >J04 M L� L °°I • 0 0 ° y -0 .I � Cp O E �=Y �w r *I cm L O r y T Z N 2 0 •JOB NUMBER B-1810527 • CAD FILE NAME L T 313 TB ISSUED 01-30-18 REMISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 3*77. 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • L?EI*, R EST.1994 c� H �111111 VORTEX ENGINEERING, I.M. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY i W O C Orvoo O 1 M 1--i M C rwl�Ilnuw� 2138 • • TI TLE • UPPER FLOOR PLAN DIMENSIONS • • SHEET • 1 1/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED �SAND FIN15H — TEXTURED BANDING 3/4'1 1 " THICK NOTE: TH15 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R. - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 6TH EDITION (2011) R103.12 AND ASTM C $26. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE:3" 1'-0" WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 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 F.B.C.R - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2NM0 PER FB.C.R. - 6TH EDITION (2011) R3122 PLT. HT. 1'-4" W. x 54" H.-, DECORATIVE FIXED SHUTTER r SECOND F.F. LINE T.O.M. COACH --�^ LIGHT TEXTURED — FIN15H 12 12 67 LSHINGLE Q6 ROOF 12 612 G.C. VERIFY ALUMINUM OVER 6� SHINGLE 24SUB-FASCIA(TYPICAL) ROOF L STUCCO -- STUCCO FIN15H FINISH -� SHINGLE ROOF 12 4" BANDING 65HINGLE 12 (TYR) ROOF Q6 1'-011 BANDING i ■ rli ■ ■I rll ■ N'j ■.�®■'■i■III■. MAIN F.F. LINE _1 [71 L__j L ki © COPYRIGHT 2014, TAYLOR MORR15ON r-r�rCs�l GRADE LINE (ASSUMED) FRONT ELEVATION - SCALE: 1/4" - I'-0" 4" BANDING PLT. HT. 4" BANDING (TYP.) 1'-4"W,x54"H DECORATIVE FIXED SHUTTER SECOND F.F. LINE TOM, 6" BANDING 4" BANDING TEXTURED FIN15H e _ MAIN F.F. LINE /ter ``� � • •�.....•�`'�/�� iw Un Q � aZ ! ♦U Q ( • 0 f '10� • ••••••N •• �` ®®111011 y X l8 V.. U toa oN O J co I V, 0 N ._ .y co onJ"N' l` p 0 D Z3 0 J LL -D 1 N J 0 0 020 Z c" JOB NUMBER B-1810527 • CAD FILE NAMELT 313 TB ISSUED 01-30-18 REVISED DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR,11,011 DA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 F�_� 11 �111111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 N� I PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY now O qq— O W O ,� cn cn T-1 M �! 0 _I F- oil _I�IIL� 21j0113o0 • TITLE • FRONT ELEVATION DETAILS • SHEET INCLUDED ELEVATION GARAGELEF LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. _________ # UPPER 2/3 ROOF VENTS REQUIRED = I �\ I g HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 232.80 SQ. IN. I 4:12 �� _ 4:12 1 ----------- --------J------------------ i I I I I I I UPPER ROOF 6:12 i VENT REQUIREMENTS VENTILATION CALCULATIONS �- I ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. 6:12 n X 144 = 612 SQ. IN. I z I HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 I HALF AT LOW SOFFIT / EAVE VENTS = 305,76 SQ. I i ACTUAL SOFFIT VENTILATION = 649.90 SQ, IN. I I I I I I N I Lu 6:12 VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I yA I - - - - - - - - SADDLE -- - �Q -- I 6:12 I I 6:12 n t 6:12 ! 6:12---r--_-_____ I I GARAGE ROOF VENT REQUIREMENTS x", i VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 =1,36 SQ. FT. I I X 144 =196 SQ. IN. I HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ, IN. j # UPPER 2/3 ROOF VENTS REQUIRED =1 _ HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. TYP,—:�j OVERHANG AT HIP AA (URO.) ROOF PLAN_ PLT. HT. 12 SECOND FF. LINE 4 T.O.M. MAIN FF. LINE SCALE: 1/8" 1411 12 12 /SHINGLE �6 12 SHINGROOF LE 6� ROOF� Q 612 6 G.C. VERIFY ALUMINUM OVER Q 2x6 5UB-FA5CIA(TYPICAL) PLT, HT. PLT, HT, STUCCO %� FIN15H ZSTUCCO * 12 � FIN15H 7 �l 8 SHINGLE Q6 SECOND G.F. LINE ROOF - � SECOND F.F. LINE 811 T.O,M. — T.O.M. /TEXTUREE) ZTEXTURED V FIN15N �? GINISN 7 b ; �l 6' MAIN FF. LINE _ _ _ _ _ MAIN FF. LINE _ GRADE LINE (ASSUMED) LEFT ELEVATION 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINIS; TEXTURED BANDING _ NOTE: z THI5 DETAIL SNOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING LIU a AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNE55 15 TO BE " i! DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R - 6TH 3/411 EDITION (2011) R103.1.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F,B.C.R - 6TH EDITION (2011) R103.12 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 50ALE: 3" - I'-0" WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.C,R 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F,B.C.R - 6TH EDITION (2011) R3122 12 GIRDER GIRDER 6� Q6 TRU55 TRU55 ROOF TRU55E5 AT 24" O.C. 12 1222 (TYPICAL)�6 d � /2-5TORY L OFT ��BR. a6 GIRDER 4 � VOLUME � � � � ROOFTRU55 TRU55 AT 24( O,C. FLOOR SYSTEM (TYPICAL) BEAM REAM CONE. LINTEL KIT. GATHERING u 2 CAR GARAGE co DINING SECTION AA SCALE: 1/8" - 1'-0" v 12 12 ,,// 6� SHINGLE �6 ROOF� G.C. VERIFY ALUMINUM OVER 2x6 5UB-FA5CIA(TYPICAL) PLT. HT. PLT, HT._ LsTucco �, '� * FINI5N7 FG. F.G. r a' SECOND F.F. LINE SHINGLE 4� a4 SECOND FF. LINE T.O.M. ROOF T.o.M, `O TEXTURED FIN15H ammsmsmi miss; — MAIN F.F. LINE _ 1 GRADE LINE (ASSUMED) REAR ELEVATION SCALE: lib" - 14j1 TEXTURED FIN15H b MAIN FP. LINE 12 6� ,// 2 12 6� �SNINGLE 6� G.C. VERIFY ALUMINUM OVER ROOF� PLT. HT, 2x6 50-FASCIA(TYPICAL) TEMP. �ucco 612 FINI51� � /SHINGLE �l _ SECOND FF. LINE — ROOFF� T.O.M_ _ /TEXTURED 0 /TEXTUREP FINISH � � M FINIS; 7 MAIN F.F. LINE J III�a - _ - - - GRADE LINE (ASSUMED) RIGHT ELEVATION ` eeeeteoir� j �01 1#4 � e "^ •Z ° wr � � 0 Z .� 0 PLT. HT. _ Q 12 o-r _ �4 5ECOND FF. LINE MAIN HER LINES SCALE: 1/8" - 11.011 INCLUDED ELEVA ION — x co00010 FFFI0.- JM0oco 0 > > J N p`U.M 0 0 -0N � 0L �0 4)-1 1 im E i J co 000CC�h V z 04 •JOB NUMBER 8-1810527 • CAD FILE NAME L T 313 TB IssuED a1-3o-18 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813, 925 . 1800 FAX W W W.DAVLSBEWS.COM TAIVIPA a DENVER �� EST. 1994 F.---� - r116 11 VOR EX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 41 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 a c) (of) 1I —�1 C) Q 1 M r-I (D. I a �c I..I� 2138 • TITLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS GARAGE LEFT BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ""7F MATERIAL PER VATIONS WITH APPROVED >ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG, HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT =ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE J" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL W i EXTERIOR FINISH WATER PROOF CAULKING PER BUILDER -7 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS Aj SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wF�ry FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr �POl eqR ` PF' SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) O �5o� Ei TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: / -FLASHING WEATHER RESISTIVE BARRIER i 2 i DO NOT FLASH OVER BOTTOM NAILING FLANGE 1 2 WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �- EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL- NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. T- PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING - - 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP -WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK --- SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. �-2X8 TRIM BOARD i i STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY 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 R703A. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY 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 ., x m w C to0 JL�O 0 _j th 1 2 co mm 0 1 L '>_>JM o°IL CD 0 0 �vQ0 0� C0 �01 t J 00C�h '0 Zc�vLd • JOB NUMBER 2 7002. 000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, RORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DE % EST.1994 I�I/IIII•II�1.1�1. • TI TLE • FLASHING DETAILS • SHEET • SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WOOD FRAME —� CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER &�uN, THRESHOLD OF DOOR AND RETURN r UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF 3' wxr•CAULKING SELF-ADHERED FLASHING r . yi pJib Hr yo SUBFLOOR w RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) — SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING---�..� 3/4"-l" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE REFER TO TECHNICAL WEATHER PROOF CAULKING DETAIL WP01) SCORED LETTER ON CHEMICAL ;z; ' ' COMPATIBILITY ° .� ° RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ^ (BEFORE FOLDING, SCORE EXTEND A VERTICALLY IF FROM NIMUM 6 ADHESVE AS SHOWNRELEASE PAPER TO XPOSE DO NOT FLASH OVER BOTTOM NAILING FLANGE BOTTOM OF THRESHOLD SECTION -A (SEE / DETAIL WP02) \ SELF -ADHERED FLASHING FLASHING 0 / NAILING FLANGE SELF -ADHERED FLASHING OM SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: GALV. "L" FLASHING EXTEND MIN. OF 6" FLASHING PER TEXTURED; PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE j CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING BY PLAN SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE DIVERTER M FLASHING DRIP EDGE ' d FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR a` ' `ye •a"'"`' FINISH 2" ABOVE 'ss zti ofe' ROOF r"r . FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT —T--DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER MANUFACTURES N SPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASH ING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER a� 0 �E CONTRACT ROpp OEOK METAL DRIP EDGE TO BE UNDER AyRUNDERLAYMENT AT �F9 �q�✓ C�OFS ROOF EAVES vo 40, </ q/ Rc°F OEc� 0 4�� O f O UND��,yM�Nc \ 1-1�No�,p TYPICAL ROOF TO WALL FLASHING DETAIL 9 9�,yj00 5�H GOJ�A H co\yRse 3�0 DO NOT NAIL WITHIN 6" VALLEY CENTERLINE 2N �51 �� \ RAKE METAL DRIP EDGE 22 29' TO BE OVER 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT --14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT ,. PLASTER OVER BLOCK 1ST FLOOR NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 1�II��]P►IH�r�:7 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 BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.?.5. K 0 1. 0 O..IMN�, ♦♦ww Y/ 0 U) L M oQUN err • a C .0N 0-� C0 5k E cy 6 000 (0 CC�r; zNGd• JOB NUMBER 27002,000 CAD FILE NAME FL ISSUED 01-05-18 REWSED Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE.NVER_ -� EST. 1994- • TITLE • FLASHING DETAILS • SHEET • W.P. GF.I. FOR T.Ujx. SERVICE ELEC. METER COACH LIGHT �� / COACH LIGHT A/C DISCONN. DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 01.P. WEATHERPROOF DUPLEX OUTLET K.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 4r HALF -SWITCHED DUPLEX OUTLET FQ SPECIAL PURPOSE OUTLET : DUPLEX OUTLET IN FLOOR �@e 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -� LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip; EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) FQ TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH ® WEAKER (OPTIONAL) cU7 ROUGH -IN FOR OPT. CEILING FAN v J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, MROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N:E.C. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALAWS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT (METER COMBO - SQUAD D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALUM. CABLE A/C .DISC. TYP. 014 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER 8 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT x ro J0 ,0 O 0 J coo i 0�N�M •m �, T N �■ OpLLM O0 o v n 03 Cq i= Y ro OI 3�E iJ -0 Z0 N a •JOB NUMBER B-1810527 CAD FILE NAMELT 313 TB ISSUED 01-30-18 DAVISEWS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, f•LC7RIDA 34677 $13.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEW5.COM TAMPA • DEIVVER. �a EST. 1994 2138 • TI TLE • MAIN FLOOR ELECTRICAL PLAN E4A SHEET • ELECTfRICAL < �r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER K,P WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH } CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0 RECESSED INCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) s� c SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) FQ TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER A- ELECTRIC PANEL —j DISCONNECT SWITCH (� SPEAKER (OPTIONAL) <\U7 ROUGH -IN FOR OPT, CEILING FAN v J HORIZ. c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- IN(GF.I) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR. SWITCHES.... 4211 OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOM6, RECITATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ SHALL BE GF.C.I. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1f0, N.E.C. 2014, FB.C.R. - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A 1`0881L-FUEL-13UR RING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CANON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARM$ SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE 5ATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARM$ SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN • ro w T' O .j 0 ON co T 22 cm L ootL 0 0 -0 0-j Co 3�E u.Y 0° C r i - � 0 o h ZN01 •JOB NUMBER B-1810527 • CAD FILE NAME L T 313 TB ISSUED 01-JO--18 REMISED 2138 EWS D1�VIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 , • TITLE • UPPER FLOOR ELECTRICAL PLAN4 B • SHEET • GARAGE LEFT I FLOOR TRUSSES S- a ROOF TRUSSES 4 O•• 6 f!� �• w �}J ,s . • Imo• 0i z' FRAMING FASTENER CAPACITY LEGEND '✓io��`♦ . , .• •��,�,��•� (: 51MP5ON MT5Mi6, 20 (1) IOd w/ l4) I/4" x 2 I/4" TITEN (TYP. 12 SIMPSON HIO (6) 8d X 11/2" (TYP. 5YP FRAME) FRAME TO MASONRY) d///llllo�r (2 51MP50N META16-40 - (1)10d x 1.1/2" (TYP. FRAME TO MASONRY) 13 SIMP5ON MT512 - (14)10d I I/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) O 51MP50N M5TAM24 (9)10d w/ (5)1/4" x 2 114" TITEN (TYP. 14 SIMPSON L5TA18 - (14) IOd (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® 51MP50N LTT205 - (10)-10d + 112" x 10" AB (TYP, FRAME TO 15 51MP50N HT520 - (24) IOd 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O 51MP50N HETA20 - (9)-10d x 11/2" (TYP, 5YP FRAME TO 1� 51MP50N L5TA30 - (22) I0d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® 51MP50N HTT4 - (U 5/8" dia. A.B. + I0-16d BOLT IN 51MP60N SET 17 (2) 5IMFI50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) IS (2) SIMP50N HT520 - (24)10d 11/2" AT EA, STRAP ITYP, 5YP FRAME O 5IMP50N MGT - (U 5/8 DIA. ATR. + 22-I0d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN 51MP50N SET EPDXY. (TYP 2-PLY TRU55 HEEL TO MASONRY) (3%50) 19 SIMPSON 5T6224 (28)16d (TYP. FRAME TO FRAME ALL AROUND) 51MP60N MGT - (1) 5/6 DIA. x b" ATR + 22.10d EMBED AIR 5 5/6' (3) 51MP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP, 5.Y.P. FRAME (MIN) INTO MASONRY K0. BLOCK SET IN 51MP50N SET EPDXY. TO FRAME) ® 51MP50N M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) 51MP60N HT520 - (24) I0d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® 51MP50N LGT3-5D5 2B (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/0" 22 SEE GABLE END DETAIL ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES IMP50N HTT5 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 61MP50N SET FOXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 51MP50N HT5MI6 - (5) IDd w/ (4)1/4x2 114 TITEN (TYP, 5YP FRAME TO MA50NRY K.O. BLOCK SET, (TYP, 5YP FRAME TO MASONRY) C.M.U, ALL-AROUND) I:a 51MP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 51MP50N M5TCM40 W/ (14)-16d 51NKER5 AND (10) " x 2 a" TITEN INTO MA50NRY K.O. BLOCK 12'' (MIN) SET BOLTS IN SIMPSON SET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 26 51MP50N M5TCM60 W/ (26)-16d 51NKER5 AND (14) " x 2 41" TITEN 11 51MP50N HGT-3 (3 ply member) - (2) 3/4"DIA: A.B.+ (16)10d EMBED SCREWS A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET EPDXY, (TYP 5.Y.P. FRAME TO MASONRY) NOTES: I. TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED, 2, CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C-C-205), AND ARE PROVIDED FOR REFERENCE, SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFE65IONAL ENGINEER. TRU55 DE51GN NOTE; ADDITIONAL DELEGATED TRU55 MANUFACTURER'5 IN6TRUCTION5 MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED. OTHERWI5E: 1: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 6IMP50N META20 (AT EACH TRRUMTF/ (1)106 x 1-1/2" (U.N.O.) 2: ALL TWO STORY MASONRY TO TRU55 CONNECTIONS TO BE 6IMP50N HETA20 (32" O.C. MAX.) W/ (9) I0d x 1-1/2" (r*5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED") (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 51MP50N HI0A W/ (18) IOd x 1-1/2" OR 51MP50N HT520 W/ (24) IOd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UNO,) 4. AT SECOND FLOOR (FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 51MP50N MSTCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY SPECIFICATION FOR L.EE)GERS (THE FOLLOLUING SHALL AM'LY U.N.O.) LEDGER A (LA) - 2x4 PT W1 1/4" DIA, x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE: SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER E3 (LB) - 2x4 UJ/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (I/o" O.C. MAX,)SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 S15TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 18 ATTACHED TO THE UDALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 5IMP60N HU/HUC28 AT FACE ATTACHMENT OR HT816 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.. LEDGER D (LD) - (2) 2x8 PT W1 (4) SIMPSON 8D525600 SCREWS AT EA, STUD (16" O.G. MAXJ W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W1 5/5" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR 51MP60N HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR FLOOR TRUSS 5UPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT UJ/ 5/0" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING 5UPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NUT AN ACCEf=TABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W1 (4) 51MP50N 8D5256mm SCREWS AT EA. STUD (16" O.C. MAX.) W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOT-E.: AT LEDGERS C OR D HU/HUC28 2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 f LY HANGERED TRU55 ATTACHMENT RESPECTIVELY, U.N.O. 101C316 INCLUDED ELEVATION W/ LANAI TRUSS STRAPPING PLANS GARAGE LEFT *JOB NUMBER • CAD FILE NAME ISSUED REVISED LT 313 T8 01-30-18 •olwron 1, 111 III VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 C_OA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUR 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 r�. W C) C) C)O cn C)C)C) aC DAVIS BEWS DESIGN GROVP Aso STATE STREET EASTot�AR, s.oRroA 34677 813.925.1300 TEL 813. 925.1800 FAx W W W.L7AVLSBEWS.COM TAMI'A • DENVER -�-� EST.1994 �--�- 2138 • T1 TLE TRUSS STRAPPING PLAN W/ EXT, LANAI • SHEET • TR GENERAL NOTES: CEILING COMPONENT5 AT ENTRY 8 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/0" STUCCO OVER 7/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/62. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCT5 5HALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS 51PECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGE5 SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGE5 MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RE51PON515ILITY OF THE TRU55 MANUFACTURER. THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 4 A5 SUCH IS RE5PON515LE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUT5 SHOWN MAY BE CHANGED BY THE TRU55 M,4NUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATION5 4 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'5 COMPONENTS a THIS TIME 4 RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, A5 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 TRU55E5 TO BE DESIGNED USING THE M05T RECENT TPI CRITERIA. TRU55E5 TO BE HANDLED 4 INSTALLED U51NG MOST RECENT 5G51 RECOMMENDATION5. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T RECENT 5C51 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 RE5PON515LE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENT5 TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CA5E5, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS 5PECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE-CA5T 4 PRE-5TRE55ED CONCRETE COMPONENTS IS ANTICIPATED IN TH15 DE51GN, NAMELY LINTELS AND WIND RESISTANT SILLS 5HALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE, USE OF CA5TGRETE LINTELS AND 51LL5 OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH A5: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLU5TRATION PURP05E5 ONLY. • THE INFORMATION SHOWN 15 THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 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 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'5 SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE55URE5 REQUIRED BY THE SEALED PLANS •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED s 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH AL50 ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE515T THE LATERAL AND/OR VERTICAL LOAD5 REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A B45E GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND 5HALL •• APPAT LOCO IONS WE AN HERE THE FLOOR YSTEM BELOW THE GUARDRAILNG USED, OR I5 PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL 5HALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND 514ALL "515TER" ALONGSIDE THE FLOOR TRU55/JOI5T/5EAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRU55 HAS A VERTICAL WEB COMPONENT AT THE "515TERED" LOCATION (6) 0.131 X 3-1/2 NAIL5 EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "516TERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE GUARDRAIL 15 PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF 8IMP50N 5D5256OO 5CREW5 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/l�o 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (5HEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING 51DE OF THE KNEEWALL, THE KNEE WALL 5TUD5 SHALL ATTACH TO THE BOTTOM PLATE WITH SIMP5ON SPI CONNECTORS AT EACH STUD. +• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUp SHALL BE 515TERED TO THE FULL HEIGHT STUD AND 5HALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY 5PAGED, 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 AL50 APPLY AT ALL CHANGE5 OF DIRECTION AT THE KNEE WALL. 00 ALL KNEEWALLS THAT AL50 FORM GUARDRAILS 5HALL HAVE DOUBLE 2X TOP PLATE5, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE. ATTACHED TO BOTH THE TOP AND BOTTOM PLATE5 WITH (3) 0.131 X 3-1/2" .TOE NAIL5 OR •• UNDER5TANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATION5 MAY VARY GREATLY AND THAT NUMEROUS "5Y5TEM5" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RE515TIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENT5. + 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALL5 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMr=5 W/ HABITABLE ROOM A OV GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE W W L5 TO BE FF 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 WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI GEILING5 TO BE 'I/all STUCCO OVER 15/32" 055 ROOFING 4 FLA5HING (NOTE: 5EE ELEVATION PAGE FOR ROOFING TYPE): • FA5TENER5 FOR ASPHALT 5HINGLE5 SHALL BE GALVANIZED STEEL, STAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAIL&, MINIMUM 12 GAUGE. ReO5.2.5.1 • 5HINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 5PEG5 * FBCR 905.21. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEG5 • ALL ROOF/WALL FLA5HING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLA5HING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT 6PAN5 THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS a 24" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA, X 4" LAG 5CREW5 a 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • 5RICK/5TONE TIES, ANGLES SUPPORTS, AESTHETIC FIN15HE5 5HALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/ASCE 5 AS APPLICABLE • VORTEX ENGINEERING, L.L.C. 15 NOT RE5PON515LE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY • SECOND FLOOR AREA5 NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRU55 5Y5TEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREA5, 4 LIMIT DEFLECTION TO L/600 IN TI-IE5E AREAS FOR PURPOSES OF BRICK SUPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • 5RICK/5TONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIE5, FL,45HING5, WEEP5, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS 5HALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA, GENERAL STRUCTURAL NOTES: 1. CODE5 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 STRUCTURE5 (TM5 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TM5 403). 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER 5TRUCTURE5 (A5CE--1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION, 1.6. DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATE5T EDITION. La. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 P5F DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (5EE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FIN15H MATERIAL DEAD LOAD NOTES: 2.4.1. FIN15P FLOORING MATERIALS NOT EXCEEDING 5 P5F HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRU55 MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU55E5 WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT 15 THE CONTRACTOR'5 RESPONSIBILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS A5 PER 2.4.1, 5TANDARD CEILING FIN15H 15 5/8" OR LE55 GYPSUM MATERIAL. NON-STANDARD LOAD5 WOULD INCLUDE PLA5TER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TU55, MUD SET TILE FLOORIING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. 501L: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 P5F 45 PER TABLE R401A.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 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 e 20 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF 45TM A105) or FIBER ME5H PER 45TM C1116 TYPE 111 4.13. USE 0.1% BY VOLUME MINIMUM 05 LBS / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/A5CE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO- THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILL5, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE5TON, VIRGINIA: EXCEPT A5 MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT 15 F'm=1500 PSI. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH 15 THE ALLOWABLE STRESS METHOD, 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY A55URANCE 15 NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C4-16. GROUT SHALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS 5HALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE-5TRE55ED TENDONS, 4 METAL ACCESSORIES SHALL BE 6O K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 53.5. 6TAINLE56 STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. E- 3aa PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CA5T-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUIT5 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, UNLE65 CLEARLY DELINEATED AS "REQ'D." 5.4.4, WHEN USED, MASONRY CONTROL JOIINT5 SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROV'15ION6 OF TM5 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 DRE65ED 645, 4 5HALL BEAR THE GRADE STAMP OF THE MANUFACTURER15 A56OCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLE65 NOTED OTHERWISE. Go.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED a '16" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING 5.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALL5 SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL 5TUD5 OVER V-0 a MI'::) -HEIGHT, 4 51HEATHING JOINT. BRACE GABLE END WALL5 a 4'-0 O.C. MIN. 6.3.1, ALL LOAD BEARING WALL5 SHALL HAVE S.Y.P. DOUBLIE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMN6/5TUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES A5 LONG 45 TOP PLATE 15 OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRU55/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. it-W-571 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.C.). (5EE PLANS FOR SHEATHING THICKNESS.) FOR ALL 5HEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL 5HEATHING W11TH 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. 5HEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENT5. THE M05T STRINGENT 5HALL CONTROL. 6 6 2 WALL: -1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4'' MIN. TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONY.): 6.-1 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAIL5 EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.a ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMP5ON STRONG TIE CC,, U5P, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR A5 PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF 5Y5TEM SHALL BE INSTALLED PER 5C51 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.e 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 a 24'' D.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 6IMP50N HT516 OR TO BLOCKING ABOVE 'a 24" O.C. ,45 PER DETAIL 'F'/52. 5L0CKING DEFINED (THE FOLLOWING SHALL APPLY U.N.0.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 U5ED A5 A GENERIC TERM. TH15 NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING 5HALL BE 2X4 #2 5YP, U.N.O. • BLOCKING 5HALL BE ATTACHED WITH (5) 0.131XB-1/2" TOENAIL5 INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE IN5TALLEDD IN THE 5AME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND 5HALL EXTEND TO FILL THE CAVITY FORMED BY THE 5TUD5. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB 5PAGE 15 TO BE ORIENTED THE 5AME A5 THE END VERTICAL OF THE TRU55 (ON END), AND 5HALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT 5HALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A 5ECOND PIECE 5HALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB 5PAGE 5HALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRU55 5HALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENT5, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A 5ECOND PIECE 5HALL BE IN5TALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING U5ED TO FILL VOID 5PAGE (I.E. THE VOID 5PAGE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN5FERRING UPPER POINT LOADS (I.E. - 5TUD PACKS) TO LOWER COMPONENT5 5HALL BE INSTALLED IN THE 5AME ORIENTATION, OF THE 5AME WOOD TYPE AND GRADE, AND OF THE 5AME NUMBER OF PLIES, A5 THE 5TUD PACK ABOVE. • BLOCKING IN5TALLED BETWEEN ADJACENT TRU55E5 5HALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND 5HALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATION5 BLOCKING WHICH 5UPPORT5 THE 5HEATHING JOINTS MU5T FOLLOW THE HIP OR VALLEY AND 5HALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. 5PECIFICATION POP BUCK ATTACHMENT FOLLOWING PP Y N O. • IF Ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUG< + IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHOR5 a 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING SHALE PPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DE51GN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DE51GN'5 ARCHITECTURAL AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (TWE FOLLOWING 8NALL APPLY U.N.0) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 511 • ALL 1/2" DIA OR 5/8" DIA45, INTO THE 51DE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL NAVE A MINIMUM EMBEDMENT OF b" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA55 SHALL HAVE A MINIMUM EMBEDMENT OF 7" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET 5HALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR 5OLT5 WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. 5PECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE lit NOTATION TO USE 5AME. 5PECIPICATION FOR LANDINC:5 &STAIR CONSTRUCTION ' (THE FOLLOUJING SHALL APPLY U.N.O.) ��®'•;? • ALL STRINGERS TO BE 2-2X12 *2 5YP. ie • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: of MASONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• WOOD WITH (4) 0.131 X 31" NAILS AT EA. STUD MIN. (16" D.G. MAX) •• IF 5TRINGEIZZ5 ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR: •• a CONC. W/ �" DIA. X 3" TAPCON5 6 12" O.C. •• WOOD ATTACH W/ 0.131 X 31" NAIL5 AT 8" O.G. TO TRU55/JOI6T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�" TOENAILS EA. • LANDINGS SHALL BE BUILT 45 FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. a 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT 5TUD5 •• IF EACH END. T Y A KN WA PROVIDE A 2X8 END J015T WITH (3) 0.131X31" R.5. END NAILS AT EACH LANDING J015T, 4 IF LANDING 15 SUPPOR ED B EE LL, PR DE z (2) 0,131 X 3�" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3"" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX.. ••• 4" X 3" TAPCON5 @ 8" O.C. STAGGERED 0 M,45ONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR 5EAM5 WITH SIMPSON LU526 HANGERS OR EQUAL, • THE. SPECIFICATION LISTED ABOVE OR MINIMUM 5PEG5. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. CONFLICTS (THE FOLLOWING S ALL FLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH NOMINAL WIND SPEED (Valt) 110 MPH • REGARDLE55 OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'5 SPECIFICATIONS, THE M05T STRINGENT CRITERIA SHALL APPLY. MAX, MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD 15 PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF @ 10 SQFT + 28.6 /- 117.1 PSF © 20 SQFT + 26.5/-109.1 PSF D15CLA1t�ER (THE FOLLOWING SHALL APPLY U.N.O.) @ 50 SQFT + 22.3/- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SQFT + 20.2/- 91.8 PSF FIELD AND REPORT ANY D15GREPANGIE5 TO THE ENGINEER PRIOR TO 5TARTING ANY WORK. WALL @ 10 SQFT + 49.7 /- 66.7 PSF @ 20 SQFT + 46.3 /- 62.3 PSF ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF @ 50 SQFT + 44.6 /- 56.9 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY @ 100 SQFT + 42.1 /- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERIN(S, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6 /- 48.9 PSF INTERE5TED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATION5 ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9L- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/- 47.5 PSF CONDITIONS, 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 i1 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN5 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERINS, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RESARDLES5 OF HOW MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITISATION 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 © O F Z O W L L J Z O W N Ur OW,-0 x=ZZa ♦C WmWo �OQ1n. W a W0Fw u'�41=u:5 u. r W F LL 4 >z�W lam) <rwlP "gz<Qz P >- w 00 =ZZZ O 2- (n J 0 CC fio�o W�0S2 F O >_V V cw wl9Wu�iN z ....: Waco WwZ�o�c Q Q wQ m �atuN� N x Q Q� u M J O cn � (� Ln w arm aM Lu H� d 00 m ui ('4mmm W '� d O Lf) z N O 0k E5 Z f' <( J Q Z cn O t W Q �000u aLL LA g a Ora 1///'I ... Wl 111®i® -JI Lu DATE IDj_17-18 SCALE NO764) DRAWN MK/PG)K JOB _ content: Structural Notes Sheet number: N 1 142--21.5 I FLOOR ' TRUSS BRG. SEE PLAN WATCHING G 17 INTERIOR LOAD BEARING WALL (W/O UPLIFT) 1/2" DIA: x 8" TITEN HD s 45" O.G. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIONS) 12 (TYP.) SEI= ELEV. 51MP5ON 51=2 6 EA.5TUD 7/16" APA RATED 5HEATHING-�-- SEE SCHEDULE FOR \. FASTENING 2X4 PT 5TUD5 6 16'I O.C. OR-- (1)2X4 PT STUD @ 24" O.C. UNDER COMMON TRU55 WK2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 51MP5ON 5PI -1 EA. STUD 2x4 PT. BTM. PLATE W/ --' 1/2" DIA.x6" A.B. a 24'' O,G, 51MP5ON META20 e EA.STUD� 8"X5"X16" K.O. BLOCK W/I 15 CONS 4 FILLED W/2500 PSI GROUT PRE- ENGINEERED WOOD TRUSSES a 24" O/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) DOUBLE "2X" 5.P.F. TOP PLATE CRICKET AS REQUIRED MAIN SPAN ROOF TRU65 UPLIFT CONNECTOR (SEE 5CHEDULE) M015TURE BARRIER (I/105 VERT. IN CONC.FILLED CELL W/ STD.'20' HOOK IN K:O. BLOCK I �\ Q V e' d.,•'/ 3-2-1/2" « / •d d� �.. / $ Q a' Q / Mil- 3u d\ Imo,• •. II f" d ° d 4. I q.JI { e I d I` ° d LAP SPLICE1 EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GR,4DE 60 BAR SIZE REND DIAMETER LENGTH LAP SPLDICE SEND DIAMAETER LENGTH LAP. 9PLDIGE ll IfB'I IIG11 II ll BII t'GII 11 03 11/6 41/2 1 15 21/4" 41/2 91/4 16 04 21/2 6 91/2 20 3" 6 12 1/2 21 15 3 1/5 1.5 II 3/4 25 3 3/4" 15 15 1/2 26 % 3 3/4 9 14 30 4 1/2" 9 18 1/2 35 "1 4 3/6 10.5 16 1/2 35 5 114" 10.5 21 3/4 53 8" 12 24 3/4 14 9" 13.5 28 95 HATCHING G I) NOTE: "AT 2x6 WALL5 USE 5PH6 H, 11;1-4 ® INTERIOR LOAD CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. �/ F Kneewall Above MasonryWall Detail NOT FOR USE IN THE NVHZ (DADE, BROUJARD) (4) 106 NAILS BEARING WALL (W/ INTO DBL AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF S 1 SCALE: NTS UPLIFT) TOP PLATE TRUSS BRG. ji 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 4 , Rebar La Embedment & Hook Schedule „ „ J BOLT W/ NUT WASHER (REFER TO SEE PLAN rl.EACH 2x8, USE 51MP50N SPI 5 ON SIDE OF STUD TO , S-1 scALE: NTs NOTE: BOTTOM PLATE 4 51MP50N DOOR MANUFACTURERS INSTALLATION NOTE: REGARDLESS SP2'S ON EACH 51DE OF VERT. WALL IN5TRUCTION6 FOR SPACING 4 SIZE) STUD BEARING OF HATCHING FASTEN EA. STUD SHOWN ON WALL TO TOP PLATE w/ STUD TO TOP PLATES, U,N,O." REINF. GROUT R 2x6 P.T. JAMB CELLS SOLID UPLIFT CONNECTOR "AT 2x6 WALLS USE U OF CONNECTORS IN LIEU OF (SEE PLAN FOR PLANS, WALLS SIMPSON 5PH4 w/ SIZE) SYP 2x4 MIN. THAT SUPPORT 12-IOd NAILS SEE TRU55 SHEET FOR NOTE: (SEE TRU55 SHEET 6PH4 CONNECTORS SHOWN, STUDS 16" O/C ROOF TRUSSES EITHER ADDITIONAL SCRAPPING COLUMNS ° a MANUFACTURER'S FOR FOR SCHEDULE) AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF DIRECTLY OR GARAGE TO INDIRECTLY STUD BEARING WALL (SEE SPECIFICATIONS, JAMB SHALL BE 2x6 MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE 5PH4 CONNECTORS SHOWN, (1) 5IMP50N SPH4 W/02) IOd FOR WALL5 LARGER THAN HOUSE WALL5 GARAGE TO ARE TO BE INSULATE PER PLAN FOR 51ZE) SYP 2x4 MIN. STUD5 a 16 O/C MASONRY/CONCRETE w/ 1/2" DIA. x 8" A.B. AT 24" O.C. STARTING 9" MAX. COMMON NAILS EA. STUD 2x8, USE 5IMP50N 5PI'5 ON EACH SIDE OF STUD TO HOUSE WALLS, BUILT A5 INSULATE PER BEARING WALL CALCS/SPECS I/2 DIA. x 8 TITEN HD � 24 " " '' TRACK/BRACKET 11 FROM THE SLAB, USE 2 DIA. WASHERS FASTEN PER MANUF. 1/2 GYP. BOARD ' I/2 GYP. BOARD BOTTOM PLATE � SIMP50N CALCS/SPECS W/UPLIFT O.C. FOR A MAX. UPLIFT OF 1500 LBS, ON EACH TRU55 MIN. AT EACH BOLT LOCATION. TRACK SPECS. ATTACHMENT5 TO THE JAMB ARE BY 5P2'S ON EACH SIDE OF 2X S.Y.P. #I SCUDS 16"O.C• STUD TO TOP PLATE5. (1) 51MP50N SPH4 w/ 12-106 NAILS EA. STUD (STRAP NEEDED ONLY (SEE FOUNDATION PLAN OR TRU55 PAGE FOR LOCATION OR EXCEPTIONS) MANUFACTURER, THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE SECURE PLATE W/ 10" 1/2" DIA "J" BOLT5 4 WASHERS a 2'-0" O.C. (MAX.) CENTERED ON WALL. U.N.O." INSULATION OR PER ENERGY CALCS./5PEC5. PT BOTTOM PLATE1j. DOOR MANUFACTURER SHALL (REFER TD FND 4 FLR PLN FOR CONT. 2X PT SOLE PLATE W/ROOF UPLIFT) PT BOTTOM PLATE scALE: NTs CONTROL. U.N.O," WALL THICKNESS) 0'-Ou m 4 °° d m 4 °°' 0 0 E SYP TO PLAT (1) SIMPSON 5PH4 W/(12) 106 °�.. - ° .. - p L P E A .a e ° - 4"GONG;. SLAB. SEE COMMON NAILS EA. STUD FOOTING SEE I_ ` _i FOOTING SEE FOR WOOD FRAME WALL TO FOUND. ''PLAN FOR ,�— - FOUNDATION PLAN FOR ,= FOUNDATION PLAN MASONRY ATTACPMENTS THAT MORE INFO, III la 51ZES 4 MORE INFO, —III FOR SIZES 4 MORE OCCUR IT A LINTEL USE 1/2'' x 6" ELkV 0'-0" TOP OF SLAB INFO. THREADED ROD SET IN 5P4 TOP — ° nq L dB I t St Loaa tarn Interior Stud Part. Detail oa rn n error u art. etas SIMPSON SET ---. 1 SCALE: NTS Without Uplift S-1 SCALE: NTS With Uplift p 2 X 5.Y.P. STUD5 16" O.C. - U.N.D. W SEE , SEE FOUND. PLAN FOOTING PLAN FOR LOAD BEARING OR SIZES 4 MORE INFO. a CLEAN 4 COMPACTED SOIL. SHINGLE /TILE ROOF -SEE ELEVATION PRE 'ENGINEERED WD EXTERIOR WALL 2 X STUD 095% MODIFIED PROCTOR PER ASTM D1557) PAGES FOR MORE INFO. FASTENING TO BE AS PER MANUFACTURERS 5PECIFICATION5. 12 SEE TRU55 Q 24 O.C. a" C. M. U. j Garage Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 6 TIME OF (TYP) ELEV.1O R-38 INSULATION OR PER ENERGY GALGS. x 1/2 DIA. J BOLTS WASHERS 1" X P.T.STUD S_1 W/ Uplift Ift SCALE: NITS INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 2'-0" O,C. (MAX) CENTERED ON WALL N #5 VERT. IN FILLED 905.2.7 META20 UNLE55 NOTED OTHERWISE SEE CELL TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR BRNG WALL TITEN HD TRUSS (4) 10c1 NAILS ELEVATION VARIES v BRG. INTO DBL TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFF1T/FA6CIA LESS THAN 5'-0" WALL 15 INTERIOR N DBL, TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS _05 DOWEL5 SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT :4 EMBED ACI ° 0'-0" FINISHED Stp. NOOK IN d �' FLOOR " d FOOTING d FOOTING SEE FOUNDATION �• ! q a ye: PLAN FOR 51ZE5 4 MORE INFO. �Masonry Wall Reinforced Cell Detail In" MINAl `° 4 4 •, EMBED ACI STD. HOOK IN BOND BM. d` a Sx8 K.D, CUM BOND BEAM Lu/ 1- *15BAR CONT. PRE-ENGINEERED CONC. LINTEL tu/ 1- 05 BAR CONT. #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS #5 DOWEL5 SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT STD. NOOK IN A FOOTING J 0'-0" FINISHED FLOOR e q Y • q ` FOOTING SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. e ° * d °' a •, • ° d ° � Y d JU d0 >o u- 1/2" GYP. BD. CEILING CON COMPLY WITH FBCR 302.1. SEE UPLIFT, 241, O.C. IF EXTERIOR FINISH I/2" GYP BOARD TYP. SEE NOTE ON N-1 PAGE FOR GARAGE ELEVATION PAGES FOR SOFFIT/FASCIA DETAIL WITH UPLIFT. ° . ° . (SEE ELEVATIONS) SECURE PLATE W/ 10" I/2 1/2" GYP. BOARD CELL TO BE FULL APPLICATION YARIES SEE ROOF PLAN _ — �. e p, > oT,�.n ° p` ` ^ — — . GRADE DIA. "J" BOLTS WASHERS e 4'-0" O.C. GROUTED Ix2 PT NAILER ° 8 x8 K.O. CMU BOND BM. w/ 1 - #5 BAR " " (U SIMPSON SPH4 . s �' p �' — — — (MAX.) CENTERED ON WALL, (REFER TD FND 4 X S.Y,P: 1 STUDS 16 O.C. DRILL 4 EPDXY INTO LINTEL/BONI 1/2 DRYWALL CONT. (MIN LAP = 25") GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN, TYP. " p o .. a ' �. I FLR PLN FOR WALL INSULATION OR PER ENERGY OR CIP BEAM o p e _ =I THICKNESS) CALC5./5PEC5, ABOVE WITH VERT. WALL REINF. EMBED ACI STD. NOOK 8"x8" PRECAST CONCRETE LINTEL WINDOW OPENINGS SEE FLR PLN own'° ' ° I—= I CONT. 2X PT SOLE PLATE MINIMUM EMBEDMENT OF f IN BOND BM, 15 BAR FOR LINTEL SCHEDULE FOOTING SEE FOUNDATION PLAN FOR �' , >. — $ _ _ �f = _ I 4"CONC. SLAB. SEE FOUND. PLAN USE SIMPSON 5E- HIGH STRENGTH AST SI 51ZE5 4 MORE INFO. — _ _— _ _ — _ FOR MORE INFO. EPDXY CURTAIN NAILER Pt DREG G L I — — _I — _ —I _ _ _ _ EL V 0'-0" TOP OF SLAB — Ix4 WINDOWS 4 5,G.D. _ 05 BAR VERT, WALL REINF. CONT. NOTE: Q " :'--•.. a .. TO BOND BEAM, EMBED ACI STD. AT 2x6 WALL5 USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS iZi — — — — — —�- �• WINDOW W/ SCREEN NOOK 6 IN BOND BEAM, GROUT USE SPHS CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE '' SEE FOUND. PLAN (WHERE APPLICABLE) CELL5 SOLID. 2x8, USE 51MPSON 6Pl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 6P2'5 ON W FOUNDATION PLAN '~ EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE < GLEAN 4 COMPACTED SOIL. 1x2 PT FIR STRIP S 24'' O.C. 8"xl6'' G.M.U. PER A5TM C-90 (TYP.) FM=1900 P.5,L (MIN.) W/ TYPE M OR INFO (95�o MODIFIED PROCTOR PER A5TM D155`I) S MORTAR PER ASTf 1 C-2I0 Ix4 PT BASE NAILER INSUL. PER CALCS, 4 SPECS 4"GONG. SLAB, SEE FOUND. PLAN ELEV 0'-O" TOP OF SLAB FOOTING SEE — — — FOUNDATION PLAN FOR 51ZE6 4 MORE INFO. ° 5/5 CEMENTITIOUS FINISH PER T ical Ext Masonr Wall S'ectin FBCR 103.E Yp Y n SCALE:NTS CMU WALL -SEE PRE -FORMED CONTROL JOINT PLAN 4 SCHEDULE r' 1. CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail S-1 SCALE: N.T.S. NOTE: SEE N-1 FOR ADDITIONAL/ALTERNATE PARAMETER5. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK sGufRaES K Gara a Wall Section Brn Wall S-1 W/O Uplift SCALE: NTS 1/2'' GYP. BOARD 2X 5TUD5 24"O.C. SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS e PER ENERGY 48" O.C. OR EQUAL CALC5./5PEC5. MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24'' O.G. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 6IMP60N TITEN HD ANCHORS 5PACED A MAXIMUM OF 48" O,C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS Wood Frame To Masonry Attachment Detail Brng Wall Only SCALE:NTS CONT, 2X PT SOLE 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL V 0'-0" TOP OF 5LA5 LL W-----------.••.-- W , : SEE FOUND. PLAN cn FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED 501L. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER A5TM D1557) M Garage Wall Section Non-Brn . S-1 SCALE: NTS DRILL 4 EPDXY MINIMUM EMBEDh' 5" SIMPSON SET EPDXY EX15TING MA50NI BOND BEAM OR SLAB K.O, CMU BOND BEAM U Lanai/Entry Detail SCALE:NTS #5 BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) RT. WALL REINF. NOTE: • M1551NG DOWEL5: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE' DOWEL AT PROPER LOCATION W/ GRADE 6O #5 BAR. INSTALL IN 5LAB W/ 5" MINIMUM EMBEDMENT, USE 51MP50N SET EPDXY, MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRUSS ANCHOR5: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR IS MISPLACED OR MISSING MAY BE FASTENED t0 THE MASONRY BOND BEAM U51NG ONE 5IMP50N HT5M16, MAX. CAP IS 1115 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. TYP. Retrofit Vert. Dowel Detail S-1 SCALE: NTS L 05 LAP--CONT. 05 25" LAP R Corner Continuity Detail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMI-ES75 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK aW z VI O 06 W � O z W M U� W wme0 Fs~z¢a Q 0 W a W_ C• w W E U 7 �z•zu ]VlFu.= V uio0 w W-�0Wz t� _ lV wzow tG, AG =zzz Ogaz,,rz N J of M w FQOU zv�iWO�C� Vj �INOZ ir-a=zW Q 0 o`�C LWxw Waora�LL o~eo38 zww=0 © uj aC L- ?- UV l7 w3WwM «..d z WQaQwWwes �F- �FWaL= � 2m aEu�lCALL" 0 oor a D M UJ ;M aM --.... c/Y Q N J w �0.n uzj 3� _ W o 4 J N o �* C') zLILoQ '� w Z ?"i0 6°C W g vi O- Q c a > 1O ry 0 DATE pJ_l7-IS SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Dctail5 Sheet number: 51 SHINGLE / TILE ROOF 12 - SEE ELEVATION (TYP) SEE PAGES FOR MORE ELEV, INFO. FASTENING TO BE 45 PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 6 TIME OF 0000 INSPECTION. IF SHINGLE 15 USED, UNDERLAYMENT TO COMPLY WITH FBCR 1305.2.1. PRE ENGINEERED WE) TRU55 6 241" O.C. INSULATION PER ENERGY CALLS. HURRICANE ANCHOR G EACH TRU55 SEE TRU55 SHEET FOR MORE INFO. ELEVATION VARIE5, TOP PLATE 1/2" GYP, BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION VARIES SEE ROOF PLAN DBL. "2X" TOP PLATE W/ 51MP50N 5PH4 a EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT NAILS EACH. SEE HEADER SCHEDULE (2-2X12 UN.0) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER PER HDR. WINDOW SEE FLOOR PLAN FOR 51ZE5 DETAIL "J/52" GYP. BOARD RETURN TRIM VARIE5 - SEE ELEVATIONS DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-161D COM TOENAILS @ EACH END DOER 1�E1100p BY TRUSS MA!"w. SIMPSON MTS12SS �- * EACH TRU TYP. LOAD BEARING WALL CONST. 2"x4N * *0 O.G. (SINGLE Ban PLT. DOUBII.E TOP Pi USE SIMPSON SPZ * STUD TO TOP PLATE,16M STUD TO BOTTOM PLATE, OR EQUALSROVI PDE 61MPSON MTS>Z AT BOTTOM PLATE TO BLOCKING BELOW (24" OW ROM TRUSS BY ROOD TRUSS MA>•N,� TYP. — 2"x4N BLOCKING AT 24" O.C. BELOW SIDE WALLS SUPPORI'MCi TRUSSeS ATTACH IWBIMPSON A94 OR E �I END AT EACTYP: SIMPSOIJ LSTAM AT EACH STUD TO BLOCKING~ Z-2"x4" DLOCKING 51MP5ON MT518 6 EACH TRU55 VZ�2V L5IMP5ON L5TA12 '1 EACH V V STUD OR EQUIV. ROOF TRU55 BY ROOF TRU55 MANUF. TYP. LOAD BEARING WALL CON5T. 2"x4" e 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) ier_ nnrmar Knaa \A/all Attnrhmant natailc SCALE:NTS SCALE:NTS SEE TRU55 SHEET 2x TOP PLATE FOR STRAPPING CONT. 1/16" MIN. A.P.A. RATED SHTG. SEE TRU55 SHEET FOR STRAPPING PRE-ENGINEERED 'PRE-ENGINEERED "2X" 51LL ROOF TRUSS. 2X s 16" O.C. ROOF TRUSS. d , 1/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 2x BOTT. PLATE e CONT. ,' CONCRETE LINTEL. SEE 10" x 1/2" DIA. "J" �/16" APA RATED SHEATHING NAIL FLOOR PLAN BOLT 6 24" O.C. PER SCHEDULE, MIN. 16d ID 6 O.C. FOR MORE INFO. 1/4"X 3 1/2" NOTE: 4" CONC SLAB SEE FND. PLAN 2X PT SOLE PLATE POCKET MASONRY 5CREW 8" O.C. "TYPICAL AT ALL LOAD SLIDING BEARING 5YP. DOOR. PRECAST 0.131 x 3 1/2" COMPONENTS "1 — _ — ELEV 0'-0'' TOP OF SLAB CONCRETE SEE FLOOR PLAN e 4" O.C. POCKET GRADE SHALL BE USED FOR 2x4. FOR 2x FOOTING SEE T d FOUNDATION PLAN FOR SIZES 4 MORE INFO. TVDical Ext. Frame WaIl. Section 8-2 / SCALE:NTS 2x8 LEDGER W/ 2x8 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.5. NAIL5 PLYWOOD O R.S. NAILS 6 EACH 5TUD5 EXTEND PAST EACH 5TUD5 FLOOR TRUSSE5 PRE-ENG. WOOD FLOOR TRU55E5 HANGER TO PRE -ENG. BE 51MP50N PRE-ENGINEERED WOOD ROOF LU5, L5U, OR WOOD ROOF �TRU55E5 TRU55E5 L65U MIN. PLYWOOD TO 2x8 LEDGER W/ 4-0.131 x 3 1/2'' R.5. INTERIOR EXTEND TO BOTTOM OF WALL NAIL5 e EACH AREA FLOOR TRUS5 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 3 1/2" WITH TRU55 N., R.5. NAILS 6 LAYOUT EACH 5TUD5 LOCATION) WITH FLOOR TRU55 WITH -OUT FLOOR TRUSS �Typical Ledger Detail S-2 SCALE:NTS 2X4 GROSS BRACING a 45" O.C. ON TOP OF RAT RUNS FOR 4 2X4 RAT RUN TRU55 SPANS BRACING G 48" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS WOOD TRU55E5 5PAN5 ATTACHED W/ 2X4 BLOCKING 3-0.131 x 3 1/2" 24" O/C W/ 3-0.131 x R.S. e EA. TRU55 X3 1/2" R.S. JOINT TOENAILS 3 EA. END ' 4 /2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALLZ HETA 12 @ 241O.C. 2x FRAME WALL Ext. Wall Con. Non -Load Brn Location . 8-2 SCALE:NTS FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, 02 GRADE OR BETTER MAY x FOOTING SEE FOOTING SEE MATERIDAL MAY FOUNDATION FOUNDATION BE 12 GRADE. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." 51ZE5 & MORE SEE FOUND. 51ZE5 d MORE 4"GONG. SLAB. INFO. PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC. 4" GONG. 5LA5 d < SLAB d HANGER TO BE 5IMP50N < d LU5, LSU, �..dO. d * do OR L55U MIN. CMU Lintel Pkt. Slider Detail riWood Frame Pkt. Slider Detail H INTERIOR $-2 SCALE:NTS S-2 SCALE: NTS AREA SEE FLR PLN FOR HDR, 51ZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER SIMP50N 5PW4 w/ 6-lOd B WHERE THE HEADER 15 NOT FULL 5'-0" (1) 51MP50N C516 OR (1) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD MSTA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING • 16" O.C. RIPPED DOWN CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO NAILS EA. SIDE INTO CRIPPLE WIDTH 8 ALLOW THE INSTALLATION OF STUDS) (U.N.0) THE 5PH CONNECTORS ABOVE THE HEADER, a FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE SPH6 IN FOR ROUGH OPENINGS OVER LIEU OF 5PH4, AT 2x8 WALLS USE 5PN8 5'-0" USE (2) 51MP50N C516 IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) SIMP50N C516 IN AN 5PH 51MP50N pROVIDE CONFIGURATION. ATTACH PAD BLOCKING "2x "KING STUD L530 OR DOUBLE BOTT. w/ (3) 0.131 x 3 1/2" NAIL5 TO HEADER MIN. UN.O." EQ., TYP. PLATE AT S gCIFICATION FO_f� KINGS a C I LE5 OPENINGS VER WHEN NECESSARY TO MAINTAIN PROPER (THE FOLLOWING SHALL APPLY ..O. _......__..___. _ � CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING 6 40" CRIPPLE 8 (1) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C. ON TOP EACH SIDE OF THE HEADER. SHEATHING a 3" ELIMINATED TO MAINTAIN THE FULL OF • AT OPENINGS 3'-6" TO 5'-2" IN O.G. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD CHORD FOR 4 WIDTH; (2) CRIPPLES 4 (1) KING 18 REQUIRED ON EACH SIDE OF THE SET IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LE55ER DEPTH HEADER TRUSS SPANS HEADER. WITHOUT WRITTEN PERM1561ON FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 2-1(od 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE ELIMINATED THE 5PH4 CONNECTORS TRUSS JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE SILL AT SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. OPENING OVER NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR 2" TYP 5HALL APPLY, AND ANY TRU55 CRIPPLES 4/OR KINGS MADE ON COMPONENTS ABOVE THE OPENING 51MP50N A34 THE PLAN SET SHALL CONTROL. SIMPSO (ON SECOND FL O FOR U H HEADER. CONNECTOR L530 O EQ., TYP OPENINGS UN 5'-C" ONLY (1) 51MP50N W/4-ad X 1 1/2" (ON CONC. SLAB) 6IMP50N HTT4 G516 SPAN OCR Y . TO BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN 6IMP60N SET 4-8d X 1 I/2" EPDXY 3 (18) 16d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) 5IMP5CN HTT4 W/ (1) /8' L HREAD ROD SET IN WALLS WITH NO UPLIFT, STRAPPING MAY BE 5IMP50N SET EPDXY B (IS) 16d NAILS ELIMINATED, UNLE55 EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM60 IF FILLED CELL OCCURS BELOW rj--jyp. Header Detail SCALE:NTS rardINNIFAIMMMI 2XI2 WITH RADIUS CUT TO ZM611QED PROFILE. SAN RAVE MWN REQUIPW MIN. \11,,\ (— * EACH TRUSS 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCONS e 12" O.C. WITH MAX. (o" FROM END OF MEMBERS MAS OPENINGS. 2X MEMBERS ATTACHED-- W/51MP5ON 435 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING, IF 2X THEN ATTACH t0 2X BUCK. '— TYP. LOAD BRIG WALL 2"x4" * 16" Oro Cam- BOTT. PLT. IF 2X ATTACH TO CMU. DBL TOP PLTJ w/ 1/4"x 3" TAPCON5 12" O.G. W/MAX. (o" 81MPSON LSTAIZ FROM END OF BUCK. (TYP. ALL 2X WINDOW * EACH STUD OR EQUIV. BUCK ATTACHMENT.) 2-2"x4" BLOCKING WI TOENAILS ZACW ow 2x8 PT VERTICAL (ASV) 6 WALL TO BE ATTACHED SEE Q L_ L_ 5IMP50N A35 � ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY t0 CMU/WOOD FRAMING ONLY. NUMBER OF pIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO GMU PER SPECS GIVEN IN TN15 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP60N 435. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS.. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT @ TOP/SIDES OF ARCH OPENING. IF ARCH COP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK e EACH SIDE TO EDGES OF OPENING. ALL TAPGONS TO HAVE MIN, I-1/4" EMBEDMENT. WITH 1/2'' ANCHOR BOLT Q 24" O.C. TYP. Ix4 PT VERTICAL (BELOW) Q WALL TO BE ATTACHED WITH General Irregular Window Attachment 1/4" x 2-1/4" TAPCON 6 12" CC, OR PER MANUFACT M SPECS. S2 Non- Brn .Frame Down Header Detail - S-2 Multkuse SCALE:NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAIL5 5 EA. C NAIL PEC5 II III 50LT REF'L-ACEt'IENT CHAfRT: • THE FOLLOWIING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONL'1'. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2E 00 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED Bi' E.O.R. IN WRITING. TITEN HD THREADED ROD SET IN "J"' BOLTS BOLTS 51MP50N SET EPDXY 1/2"' x (oil 1/2" x 8" 1/2" x 5" EMBED 1/2°' x 8" 1/2" x 8" 1/2" x 5" EMBED 5/g" x 6" 5/5'' x h" 5/8" x 5" EMBED 5/S" x 8" 5/8" x a', 5/8" x 5" EMBED SCALE: NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. —FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SEE TRUSS 1/I6" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAP FASTEN EA. STUD NOTE: TO. TOP PLATE w/ "AT 2x6 WALLS USE 51MP50N SP2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGE5 w/\/ (3) I(d TOENAILS EA. END SIMPSON 5PI w/ 10-106 NAILS EA. STUD FOR 5TUD5 BELOW HDR. (2) SIMPSON 6P4 w/ 6-106x1 1/2 NAIL5 EA. STUD OR MORE INFO 2x 5TUD5 e 16" O.C. INSTALL 1/2 X 6 THREADED ROD IN 51MP50N SET EPDXY PEL G 2'-0" O.C. (MAX) CENTERED ON I—" �"�f � WALL. CMU WALL - 5EE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM 1-2 SCALE: NTS MORE INFO. PLATE - EDGES (SEAMS SHEATH BLOCKI FOR WA. PANEL SHEATH FOR RC LONGUE GRDOV! FLOOR T�'�I�,�L N41�INC� SCN�DULE NIGH WIND NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 I/2" R.S. RING SHANK 1/16" 4" 6" 5" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" FLOOR I/2" COMMON COMMON 3/4" Y.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL NEAP RING SHANK (0.2(50" MIN.) CC 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PN8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'5 ON EACH SIDE OF STUD t0 BOTTOM PLATE 4 SIMPSON 6P2'S ON EACH SIDE OF STUD TO TOP PLACES. U.N.O." CLu r IL00 0 U) 0� L BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATS OF WALL GABLE END I TRUSS TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 6 24" O,C, SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP. 6 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGE5. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • I/2" GYP. ON 16-24" O.C. WOOD STUD WALLS ANp FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-I/4" TYPE W OR 5 SCREWS 6 -I" O.G. ALONG ALL SUPPORTS, MIN. • I/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT ro" O.C. ALONG EDGE5 AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP, ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALY. ROOFING NAIL OR I-5/8" TYPE W OR S SCREWS 'a I" O.G. ALONG ALL SUPPORTS, MIN: • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH SCREWS AT S" O.G. ALONG EDGE5 AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. — NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISGREPANGIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, L.I.-C., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GWANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK o d xW zNo 0 I-•.z OQ W IAZZl1J I.i� w�wE O¢a W ��W �SpYv�i 0 �+~Olx-' 3LLpzL, >2�1—u�zQZaz N zx0 aa°aw �ati'ZLL�Maw 00 azzozw oo=qZ ui Sheet content: Structural Details. Sheet number: 52 r1P�1f- Y-. I/ I♦ Irrf+�l-Y1 I II VII 1wl 1 141 114 PER JOINT BRACING A Truss Bracing Overlap Detail S-3 SCALE:NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE I I FASTEN CAP TO CHASE w/ �0.131 x 3 1/2" R.S. NAILS 12'' O.C. ALL-AROUND WALL SHEATHING NAILED PER 101/5-2 DBL 2X4 PLATE CONT. 8'-011 (MAX.) U_ U/ SIMPSON >� PT520 6 32" 2x4 WE) CON5T. tu w OR C516 O, O,C. ALIGNING FLASHING ALL-AROUND 16" O.C. w 5TUD5 BELOW SADDLE 4 Q0 T 2x6 SOLE PLATE - ROOF ELEMENT CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION C5 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 1/4" x EA 5" WOOD SCREWS Q 411 CORNER O.G. ALL-AROUND TOP CHORD ENG. TRU55E5 Q 24: O.G. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAIL5 EACH END B Fire lace Chase Detail $-$ SCALE:NTS BRACING PER TRUSS ENGINEERING 1'-0° M,4X APA RATED 5HEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 1 PRE-ENGINEERED TRU55E5 rat 24" D.C. SEE DETAIL A ON THIS SHEET (TYP) (1)5IMP5ON N--2x4 BLOCKING �1/2" CEILING GYP BD W/ L5TA12 STRAP ATTACHED W/ (2) 5d COOLER NAILS 1" 48" O.C. 0.131 x 3' 1/2'1 R.S. D.G. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 HETA 20 48" O.C. END, UNO. BAY OR 8 ft FROM MASONRY WALL) ATTACHED BOTTOM CHORD DF -1/2" GYP BD FLAT OR CATHEDRAL GABLE �. NOTE: CRO55 BRACING 4 8" MASONRY WALL ALL BLOCKING TO BE W/(1) 15 REBAR CONT. IN KNOCKOUT COURSE ji REPEATED 45" O.C. TYP. Gable Section - For Gable Less Than 4'-0" High SCALE:NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 45" O.C. (1) 5IMP50N LTA2-•-" 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL- U/(1) #5 REBAR CONT. IN KNOCKOUT COURSE 4 3,4Y OR 3'-0" (l) 51MP5ON LSTA12 1/2" CEILING GYP BD W/ 5d TRU55 7 2x4 BLOCKING -BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 111 O.C. OR CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 1/21' TOENAILS 0.131 x 3 1/21 NAILS (4 BAY OR 8 ft FROM EACH END, Is (0" O.C. MASONRY WALL) UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4 ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.G. TYP. anded Blocking Information Diagram SCALE: NTS APA RATED SHEATHING. 5EE NAILING SCHEDULE TABLE FOR ATTACHMENT (U.N.O.) 2x4 IITII BRACE OR L5TAI2 PREFAB ROOF TRUSSES � 24" O.C. 41-011 A I-oII 4 2x4 BLOCK/KING ATTACHED 1/21' CEILING GYP BD w/ 5d w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 111 O.C. OR EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY OR S FEET FROM MASONRY WALL) Gable Diaphragm Side Wall F S-3 J (For Illustration Only) SCALE: NITS APA RATED SHEATHING. SEE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCHEDULE TABLE ATTACHMENT. U.N.O. 5 6 1BLOCKING FOR ATTACHMENTS INTERSECTING M,4X APA RATED SHEATHING. a RE -ENGINEERED TRUSSES 24 O.G. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. /2" CEILING GYP BD W/ 56 COOLER NAILS 11' O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) (1) 51MP50N L5TA12 STRAP 48" O.C. (1) 51MP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/211 TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. GABLE a; DETAIL (TYP) FLAT OR CATHEDRAL 8" MASONRY WALL W/(U #5 1/2" GYP BD REBAR CONT. IN KNOCKOUT COURSE °° NOTE: CROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" D.G. TYP. rG TYP. MasonryGable End S-3 SCALE:NTS SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACHMENTS 2x4 DIAGONAL ATTACHED WK4) 0.131 x APA RATED L 1'-0" 3 1/2" NAIL5 6 SHEATHING. SEE N/4x INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT, U.N.O. e (I) 51MP6ON LSTA12 1/211 CEILING GYP BD W/ 5d COOLER NAILS 1" O.C.O. EACH END OF "L11 OR EQUAL, DIAPHRAGM BRACE AREA (4 BAY OR 8 ft FROM MASONRY WALL) 2x4, 2x6, OR 2x8 O.C. SEE FLOOR PLAN FOR 51ZING OF PRE-ENGINEERED 5TUD5 TRU55E6 6 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING a ALL (1) 51MP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE. CRO55 BRACING 4 ALL BLOCKING TO BE TYP. Frame Wall Gable End REPEATED 48" o.C. TYP. H S-3 SCALE: NTS I APA RATED SHEATHING. SEE NAILING SGHE ULE TABLE FOR ATTACHMENT NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E6 SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY BC51) PRE-ENC� UJOOD TRUSS (TYP) \ SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW ro CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 8 PORCHES NOTE6: 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE 6 24" O.G. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 4'-011 TO 8'-O" ---- 2X(o 15'-0" TO 18'-0" - 2X12 V-011 TO 12'-0'' ---- 2X8 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ 51MP5ON M5TA24 TENSION STRAPS Q EACH TRU55 U51NG 04) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING s EACH SIDE OF TRU-55 4 THREADING THE U-SIHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. 4. SECURE RAFTERS TO CLEAT 8 WRAP TO TOP CHORD USING 6IMP5ON HT520 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, 116) IOd NAILS FOR 2xlm RAFTERS, x (14) 10d NAILS FOR 26 RAFTERS WITH 5PAN5 OF 4'-011 OR GREATER, 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (6) 10d NAILS. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MPSON L55U210 SLOPING HANGER W/ (10) 10d NAIL5 INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 106 RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 8 (5) 10d x 1 1/2'' FOR 2x8 RAFTERS. USE L5U26 W/ (6) 10d 8 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-011 OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-0" MAYBE TOE -NAILED TO RIDGE BEAM W,/ (5) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E6 AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. j Valle Set Attachment Detail S-3 SCALE:NTS KNEEWALL INSTALL 5IMP60N LU524 SCUDS MIN. MIN, EA. 51DE OF THE A - FCEILING JOISTS. JOISTS 16 O.C. r TO BE PER NOTE #1 ATTACH THE CEILING FRAMI WITH (4) 0.131 X 3-1/211 NAILS TO EA. STUD ALL AROUND PERIMETER. IF ABUTTING MASONRY USE P.T. SYP 02 LEDGER AND ATTACH TO MA50NRY W/ 1/4" DIA. X 3" TAPCON5 6" O.C. MAX. �Typ. Frame Down Clg. SCALE:NTS UNBRACE WALL HEIGHT #2 5YP 8'-0" 2x4 16" c.c. V-8" 2x4 16" o.c. 9'-0" 2x4 6 16" c.c. 9'-4t1 2x6 6 16" o.c. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE 6 24" O.C. MAX" SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0" ---- 2X4 4'-011 TO 8'-011 ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-m" TO 15'-0" ---- 2X10 15'-0" TO IS'-0" ---- 2X12 NOTES I. ALL CEILING FRAME TO BE 45 PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO 51MPSON'S INSTRUCTIONS 8 SPECIFICATIONS. 4. ALL LEDGER5 TO BE 2X 5YP #2 AND SAME DEPTH 45 RAFTERS (PT AT MASONRY CONTACT). NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16"OC MAX. SPACING (02 5YP MIN.)" D . U.N.O. N 142 m h MAX.. Exp. C. Enclosed, Exterior Frame Wall Table OMPRE56ION WEB �y SLOPING OR VERTICAL WHEN TRU55 8 STUD ARE — ALIGNED 51MP50N TU15T STRAP TYPE CONNECTOR ONTINUOU5 PERMANENT LATERAL (HT,5/MT5) MAY BE BRACE (CLB) NAILED TO TRUSS 4 STUD BELOW. NO 5PH4 IS NEEDED -1 TH15 STUD, ERMANENT DIAGONAL BRACE I/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT 8 SHOULD BE REPEATED 6 APPROXIMATELY 20' INTERVALS. NOTE: "AT 2x� WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPH8 CONNECTORS IN LIEU OF Ix4 MIN. BRACING W/(3) 0,131 x 3 1/2" NAIL5 Q INTERSECTING WE55 SPH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMPSON 51=2'5 ON EACH SIDE OF CLB Diagonal Brace A 20' Max Intervals Detail STUD To TOP PLATES. U.N,O." SCALE:-NTS NOTE: SEE TRU55 LAYOUT FOR ANY ADDITIONAL STRAPPING REQUIRED SCALE:NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRUSS D a AND/OR WHEN TRUS5 STRAP 15 ° NOT DIRECTLY ° ° ATTACHED TO STUD USE (1) SIMPSON 5PH4 OR SP2 TYPICAL HIOA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS 0.131 x 3" COMMON SEE TABLE FOR NAILING Q a 16" O.C. SCHEDULE 6 SPLICE 4-0.131 x 3 1/2" COM. DOUBLE TOP 4-0.131 x 3" PLATE COMMON ai 3-0.131 x 3" COMMON °� bey EA. 51DE OF JOINT 0.131 x 3 DOUBLE STUD r 4-0.131 x 3° 1/2" COM. ON 1 STUDS COMM6" o.a 16" o,c. PT BOTT. ' PLATE 2-0.131 x 3" COMMON 2-0,131 x 3 1/211 COM. d 2-0.131 x 3 1/2" SEE TABLE BELOW) FOR LAP5PLICE TOP PLATE F,451ENERS TOP PLATE FA5TENER SCHEDULE (EXTERIOR WALL) LAP5PLICE NAILING 6 5PLICE ALL OTHER NAILING 3611 2-ROW5 0.131 x 3" 6 3110/C 0.131 x 311'a 81' O/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING 6 5PLICE FALLER NAILING PRE-ENGINEERE WOOD ROOF TRUSSES PLYWOOD TO EXTEND TO BOTTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD 0611 O.C. MAX, EMBED STRAP AT EACH TRUSS NOTES: 1, ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2, ALL NAILS PENETRATE ' LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/211 LAG 5CREW5 OR EQUAL (SPACE 45 SHOWN FOR 3-PLY) 4. FOR 5-PLY, PROVIDE 1/41' DIA. X 111 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION r-r GOM. DOUELE STUD CONDITION r 5-0.131 x 3 I/2" r COM. 2-0.131 X 3 1/2'' COM. DOUBLE TOP PLATE 31 x 3 1/2" COM. A1-0,131 O,c. 3-0.131 x 3 x 3 1/2" COM. 1/2 "COM. 7 PT BOTT. PLATE 4 STUD CORNER SINGLE 5TUD CONDITION - 16TA36 RUNNING :XTERIOR 51DE =LATE CENTERS MAY BE -R SHEATHING. 3" COMM. 9 16" O.C. INTERIOR VOLUME AREA ;H4/6/8 FROM IF 3 1/2" SII O.0 TON HTT4 W/ )IA A.B.M bINAFNINCs INI•UKMAIIUN INTERIOR VOLUME AREA (1) M5TA30 AT EVERY PRE ENGINEERED OTHER STUD (32" O.G. WOOD ROOF MAX.) FROM UPPER STUD TRUSSES TO LOWER TOP PLATE, WRAP TOP PLATE 45 NEEDED FOR FULL NAILING. IF STUDS ALIGN, STRAP SHALL EXTEND STRAP EACH FROM UPPER STUD TO TRU55 (SEE LOWER STUD. PLAN) nded Bottom Chord Attachment Details (2) 211x LAMINATIONS ATTACH w/ 0.131 x 311 R.S. NAIL5 STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT Tvp. Nailinq Schedule for NOTE: 1. SEE TRU55 1" 1,4NUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR AD D I T I ON,4L PERMANENT 5R,4CING TH,4T MY BE REQUIRED. 2 'IT" 5R,4CING MAY BE USED IN PLACE OF PERMANENT 5R,4CING PROVIDED IT EXTENDS OVER a LEAST 'BO% OF THE: WEEK. (3) 2' "x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS @ 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 5" USE (3) ROWS, SCALE: NTS (4) 211x LAMINATIONS ATTACH w/ 6IMP50N 5D525600 WOOD 5GREW5 STAGGERED a 6'1 O.G. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS Q 611 O.G.. Tilt -Up Columns & BEAMS I w 0 k w CIA -� TOP 8 BOTTOM CORD GABLE END. BRACING 6 R Gable & Clg Bracing Diagram 4' O.G. MAX: FOR FIRST S-3 SCALE:NTS (4) ROUJ5 OP TRU55E5 SCALE:NTS SEE EXPANDED CONTINUOUS 201-/hll 20' 0° BLOCKING BOTTOM CORD K/ DIAGRAM BRACING 1X4 MIN. CLB DIAGONAL BRACE AS REQUIRED BY SCSI z u.0 �in MIN n 011101111111111 i OF-PIPAp-. ii � �tlr NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND 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 o W 0�- PZ3 WI-0tlw w w dmWE F05O¢a 0 o > = n. Zo`= �ju0w , n = N aen LLa`—t �azaQW N J w 00 xZzz �doo z�,�oH s�a22w 0 0 oepO�c� LL. LIJ 1.1.1 W 2 9 2' Q L W J wo3p Zw>z w LL. w V t9 i w U, D w Uj WWz�- Q ' Fuww Q Uj<_j '0: w i m a cc a oo a JM J C5 M Ln UJI Z N m N d 00 _ Ln �� LU H p 0000 M J 00 w N Z_ 00 8 o �* F3 z Q � W Z cn 0 °C W Q ari 0000u LU N g O�`� 0 Prof 1p • .• 4 ;Cy - rcrs :,- Call4 0 °• l< v DATE 014743 SCALE NO%ED DRAWN h9KIFLX JOB _ Sheet content: Structural Details Sheet number: 53 -142 L i �- DBL. 2 x 4 TOP PLATE SIMPSON 5PN4 NOTES: I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP # BOT. CORD OF TRUSS. SIMPSON L5TA30 w/ 22 -106 NAILS a 24" O.G, MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a SEAMS 1 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM I(q" MIN. ABOVE 2ND STORY FIN15HED FLOOR.) INSULATION PER ENERGY CALG5. 3. ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES ROOF COVERING & SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE 509 ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES NOTE: "AT 2x6 WALLS USE 6PH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRU55E5 624" O.C. MAX. EEE =1�" ---INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALLS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 51MP50N 6PH4 a 16" O.C. EACH STUD (12) 106 NAILS EACH, GYP, BOARD RETURN - DBL. 2 x 4 TOP PLATE 51MP50N 5PN4 a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION. PAGES FOR SOFFIT d FASCIA DETAIL (2)-2x WE). HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR ' PLAN FOR SIZES INSULATION PER COMMUNITY SPECS WINDOW SILL CAULK a WINDOW OR ENERGY CALG5 Z x 4 SILL 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE INSULATION PER DETAIL "0" ON SHEET 6-2 TY OR 2X FRAME WALL SEE TABLE ENERGYI CALCSCS "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" TIG GLUED W/ CON5TR. ADHESIVE NAIL PER SCHEDULE DETAIL 8 NAILED SEE SCHEDULE DETAIL "O" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD Z= FLOOR TRUSSES is 24" O.G. 2 x 4 SOLE PLATE 5IMP50N C516 OR 51MP50N MSTA3(o a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS USE DOUBLE KO BLOCK COURSES WITH NEEDED 2-15 BARS CONT. IN EACH. 2x4 112 5YP RIM w/ (5) 0.131 x (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE 3 1/2'' NAILS EA. TRU55 J015T (INSET) i4UN5RACED LENGTH OF MASONRY WALt-- TOPSEB 15 LE55 THAN OR EQUAL TO &'-6" 2x4 FLATWI5E VERT. BLOCKIN ' SIMPSON HETA20 a 32'' O.C. IF AND DOUBLE COURSE SHOWN 15 NOT AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJ015T5. a24" O.C. NOTED AT THE FLOOR PLAN, IT 15 NAILING IN STRAPS. �, MAX IF ATTACHED TO FLOOR ACCEPTABLE TO USE A SINGLE KD TRU55E5 BLOCK COURSE WITH 2-#5 BARS CONT. IN 2x4 #2 5YP RIM w/ (5) 0:131 x '°° 1/2" CEILING GYP. BOARD SEE LIEU OF THE DOUBLE COURSE SHOWN IN 3 1/2" NAILS EA. TRUSS JOIST NOTE ON N-1 PAGE FOR ON ��OOR (INSET) GARAGE APPLICATION PLAN SHALL CONTROL. SHEATHING TO BE FLUSH W/ 8" CONC. K.D. BLOCK BOND ' BLOCK IX P.T. PURRING HORIZ. BEAM POUR SOLID (2500 P51) W/ 2 - 15 REBAR CONT. HORIZ. SEE TRU55 LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER 0 OPENINGS \\\=—FIRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CNEDULE 8" CONC. K.O. BLOCK BONA BEAM POUR 50LID W/ 1 - #5 REBAR CONT. HORIZ. MIN. zi I x P.T. BUCK STRIP LAP = 25'' I WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG. SILL 4" HIGH CONC. BLK. 8" CMU PER A5TM-C 90, 1900 1=51 MIN. W/ TYPE M OR 5 MORTAR PER ASTM-C 210. 5/8" CEMENT I T I OU5 WINDOW SILL - CAULK a WINDOW 1/2" GYf'5UM BOARD 4"GONG. SLAB. SEE FOUND. PLAN FINISH PER FBCR FOOTING SEE FOUNDATION PLAN FOR SIZES B MORE INFO. Typical Two Story Wall Section $-4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-CA5T CONC. SILL 4" HIGH CONC. BLK. 8" CMU PER A5TM-C 90, 1900 P51 MIN. W/ TYPE M OR S MORTAR PER ASTM-C 210. 5/8" CEMENTITIOU5 FIN15H PER FBCR 103.6 SEE ELEVATION PAGES FOR ROOF COVERING d SHEATHING DETAIL 6EE ELEVAT ENGINEERED . ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 a 1(q" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK a WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, I/2" GYPSUM BOARD --INSTALL 1/2" DIA. x 8" "J" BOLTS 8 WASHERS W/ 5" IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. 5IMP50N SPHB ♦��` �' a��n/, 'sir "•.....° tJ r 2x8 PT 50LE PLATE •��0 •• °••.�>'�. IX P.T. FURRING HORIZ. w v CO % c>-*Z> � w��` �n�k •s O \---1 x 6 P.T. CURTAIN NAILER 6 OPENING5 PRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CNEDULE I x P.T. SUCK STRIP WINDOW SILL - CAULK a WINDOW J/ —1/2" GYP5UM BOARD a 4"GONG. SLAB. SEE FOUND. PLAN °� FOOTING SEE FOUNDATION PLAN FOR 51ZES 8 MORE INFO. Typical Two Story_ Wall Section S-f--'W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING; LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK 0 LU p LUpWW� �zOz WQcnw =�zzC7� c Lu r7. imp= - p0EZ� � w i wg V wzp1z C'uOQ�4++0 = x N =Zen 82o-, N J Lu zz �z FQ19ow vvz1��g0 3 aZ 0 U Vww XF--0,22w 0 O --� ' W i LaW �Od^Q p p WW O zVwzxj © W ..J Q LL v=uO zZWi~ivu�i LU �. z LU Waco-W2>WFE ¢ d Lu y Y° ~awcw`�w N gm 0- _ 0 p 4 m J C M M (� Ln Uq N Z en ?MINE o- cn V1rO N W ap .0% M J 00 H w N Z cz oc LL,N O * _Ln C'�; z Lf- d '� w Z �ri0 0W Uj LU J J X d a" LU g N 0 c a a- > Q z 0 U) 0 DATE SCALE NDiED DRAWN MK/i=DK JOB Sheet content: Structural Details Sheet number: 54 SIMPSON A35 ANGLEFo W/ 12-SdX 1 1/2" REFER TO TYPICAL 2-5TOR NAILS EA. STUD TO WALL SECTION FOR TOP CHORD INFORMATION NOT SHOWN 2x4 BEARING T� WALL W/ STUDS 6 16 ° O.C. 7/16 APA RATED WOOD SHEATHING SIMPSON 5PH4 EA. STUD PRE-ENGINEERED PRE-ENGINEERED FLOOR JOIST ROOF TRUSSES CEILING BOARD PER \\Vl ARCH. PLANS HT516 W/ 16-1001 2X4 BLOCKING w/ NOTE: EA. TRUSS TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE SPH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. MANUFACTURER GIRDER AT 2x8 WALLS USE SPH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. Floor Truss To Girder Connection FOR WALLS LARGER THAN H S-5 2x8, USE 51MP50N 5Pl'5 ON SCALE: NTS EACH SIDE OF STUD TO BOTTOM PLATE e 51MPSON 6P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP60N 5P'1'5 ON EACH SIDE OF STUD 'TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE BELOW FOR APPROPRIATE SPACING k 51ZE OF WALL STUDS. STUDS SHALL BE INSTALLED MAX. 16" O.C., SEE 'N'/S-3 SIMPSON 5PH4 TO EA - STUD WITH 12 -10d x 1 1/2 NAILS. DBL 2x S.Y.P. TOP PLATE 2x4 S.Y.P. 112 RIBBON W/4-10d a EA. FLOOR TRUSS, C516 OR M5TA 36 e 32"O.C. (36" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 00 2x12 5YP #2 WOOD 3-0.131 x 3 I/2" EA, BLOCK BETWEEN JOINT SIDE. FLOOR JOIST WITH 5-166 HETA20 32" O.C. ON THE TOENAILS. IN-51DE FACE OF 2x12 NOTE: SEE 'N'/5-3 FOR 5TUlD INFORMATION g ALT. Frame/Masonry Connection #1 75 SCALE: NTS NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PT5 ON EACH 51DE OF STUD 'TO BOTTOM PLATE # SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 1/2" DIA NUT IU/ MIIN. 1-1/4" DIA x 1/6" 2X BEARING WALL W/ STUDS s 16" O.C. WA5IHER 1/2" DIA ALL THREAD ROD PRE-ENGINEERE FLOOR TRUSS -1/16 APA RATED --_.� �'�—WOOD SHEATHING RE -ENGINEERED FLOOR TRU55 1/z° D1a couuNc ANCHOR 5OLT 2x6 50LID BLOCKING W/ A.B. EXTENSION DETAIL 3-0.131 x 3 1/2" TOENAILS EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR J015T WITH 3-0.131 x 3 1/2" NAILS u, 51MP50N CS16 EA. STUD TO BASE OF 2X4 RIBBON BELOW IMP50N NT5I6 EA. TRU55 51MP60 HETA20 CMU WALL . a REFER TO TYPICAL 2-5TORY WALL SECTION FOR INFORMATION NOT TYP. LOAD BEARING WALL U1/UPLIFT NOTE: SEE 'N75-3 FOR STUD INFORMATION Cantilevered Floor Truss Over Wall S-5 SCALE: NTS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRU55E5 e24" O.C. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY GALCS EACH SIDE OF STUD TO BOTTOM PLATE 8 6IMP50N 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH SIDE OF HURRICANE ANCHORS EACH TRUSS STUD TO TOP PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE 2x4 SOLE PLATE 5PH4 a EA. STUD PROVIDE (2) 16d COM a EACH TRU55 1/2" GYPSUM 6IMP50N 0516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) B NAILED SEE SCHEDULE DETAIL "0" 11050 MAX a 24" D.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD /�,�FLOOR TRUSSES a 24" O.C. 2x4 02 5YP RIM w/ (3) 16d NAILS EA. TRUSS JDIST (INSET) 1/2" GYPSUM BOARD PROVIDE (3) 0,131 X L?:: K�z z 3-1/2" TOE NAILS AT FLOOR TRUSS TO WALL I/2" GYPSUM CEILING BOARD W/ KN CK - BELOW DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION DBL. 2X TOP PLATE w/ SIMPSON 6PH4 a 16" D.C. wl (12) 106 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT a 24" O.C. W/ NUT 8 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS SIMPSON SPH4 a EA. STUD w/ (10) 10d NAILS 4"CONC. SLAB. SEE EACH FOUND. PLAN ° FOOTING SEE FOUNDATION tl PLAN FOR SIZE5 8 MORE INFO. A "Jwical Two Story Interior Bearing Wall Section SCALE: NTS SIMPSON 5PH4 EA. STUD TOP 8 BOTTOM OF WAL FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE WALL STUDS. 5T SHALL BE INST> e MAX. 16" O.G. DIA. 1/2" J-BOLI OR WITH 51MP5C SET EPDXY, 5" EMBEDMENT a JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d e EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE: NTS NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRUSSES a24" O.C. AT 2x8 WALLS USE 6PH8 CONNECTORS IN LIEU OF nL 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'5 ON INSULATION PER ENERGY CALC5 EACH SIDE OF STUD 'TO BOTTOM PLATE B 51MP50N 1/2" GYPSUM CEILING BOARD 51=2'5 ON EACH SIDE OF HURRICANE ANCHOR a EACH TRU55 STUD TO TOP PLATES, U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE 21x4 SOLE PLATE 5PH4 e EA. STUD PROVIDE (2) 16d COM a EACH TRU55 1/2'' GYPSUM 5IMP50N C816 W/ MIN (22) 106 3/4" T&G GLUED W/ GONSTR. ADHESIVE 1�05 MOE, #OHS MAX a a 2411 MIN. EACH END) O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "0" EACH STUD WRAP UNDER TOP ON SHEET 5-2 PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES e 24" O.C. 2'x4 02 5YP RIM w/ (3) _ trod NAILS EA. TRU55 J1015T (INSET) 1//2" GYPSUM BOARD SIMPSON MT516 a EACH FLOOR TRU55 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - 71/16'' SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 6IMP50N 5PH4 e 16" O.C. w/ (12) 10d NAILS EACH 1/2'' GYPSUM BOARD 1/2" ANCHOR BOLT e 24" O.C. W/ NUT # 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WA5HER5 SIMPSON 5PH4 e EA. STUD w/ (10) 10d NAILS 4"GONG. 5LA5. SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION 4. PLAN FOR SIZES 4 MORE INFO. ® T ical Two StoryInterior BearingShear Wall Section S-5 SCALE: NTS DECKING — 2"X4" PANEL BLOCKING a 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2 "X4" CROSS BRACE a 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" S EA. END INTO 2" X4" BLOCKING DECKING 2 "X4" PANEL BLOCKING e 48" O/C FOR THE FIRST 8'-O" OF END WALL FROM EA. END. (TYP) TOP B BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3 TOE NAILS 2 "X4" CROSS BRACE e 48" O/C FOR THE 16T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2"X4" BLOCKING 2"x4" PANEL BLOCKING a 46" O.G. FOR` THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" CROSS BRACE e 48" O.C. FOR — THE 15t 2'-0" OF END WALL W/ (2) 106x3" a EA. END INTO 2 "x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE 15 GREATER THAN 45°, CROSS BRACE a 48" O.C. FOR THE 15t 4'-0'' OF END WALL. 2nd FLOOR WALL 51MP50N C516 W/ MIN (22) 10d COMMONS (11 MIN. EACH END) BEAM / GIRDER 2ND FLOOR FRAMING SIMPSON C516 OR M5TA36 STRAP a 32" O.C., EVERY OTHER EACH STUD r---FLOOR JDIST-SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUR SIMPSON HETA20 @ 32" O.C. MAX. 2ND FLOOR FRAMING 51MP50N C516 OR M6TA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. FLOOR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKING Q M6TA36 OR CS16 OIR HETA20 UJHICH 16 NOT ALIGNED UJ/ TRUSS VERT. WEE3 U61NG 2-0.131'' X 3 1/2'' TOENAILS e EA. END. FLOOR Floor Truss Parallel To Brg. Wall SCALE: NTS o,0 uj l.' ( D q, ��• -Ire �i � w•wwwNw p �rj,J ��4r � S.V\,��. %% EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2x BOT. PLATE-- ' L PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS a 6" O/C O F Second Floor Frame Connection @ Girder S-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANOE5 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, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF55 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 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK o a �OZ wIvfl7w uj �wuJO HSoaa 'L0°wo p00 0, � LIJ d WO � w , , > V �pOrc wOazo � wZoJ zC9YO� w N t=M =�ZZ- 62=g z 00 uj F2W,w =h�zZw 0 cn a Q O ' GG twzui iwZ-20'yah LL Pat . w 3 0 w Z T J L� W J W LL ww V 3F- uad o Z?w-- LLJ 0 Z =l m9 F1w2:ter Q `Q =aim aLuUJW LL 0 o a D m ..� oT-4 Cn Ln Z N rrn _on00 , a C WNW uWu1 1* 0 uj 3 Ln _Z W O 4 00 N 0 �$ ,-i Z LL Q �` w Z �cri0 0� uu i Ulu aLL W � vi g Q- °' 0 o > a 0 U, ry 0 DATE SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: DRYWALL OVER FUF BLOCK W Il/16x11/16 COVE MC (0100) Ix6 TRIM (WINDOW PER PLA EAD (WINDOW PER PLAN) SILL COMP051TE WINDOWSILL SQUARED DETAIL -► LI I A '11 EDGES Ix6 TRIM 1 II PANELAD NGARD---______`III �I DRYWALL FINISH OVER FURRING ON �J BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW 1 lx(b TRIM LINE OF TRIM BELOW ---------- COMP051TE WINDOW--/ DRYWALL FINISH PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SCALE: P''''°' SHIM A5 REX). - WINDOW )ETAIL 1/4" DOOR CASING (036(o) ELEVATION LINE OF WALL BELOW (NICHE LINE OF CA61NG PER PLAN) BELOW ___--------- COMPOSITE WINDOW SILL PLAN DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE: I'- V " TEMP. GL. ENCLOSURE SHIM A5 1'-4' 8' W. CORIAN REO'D. 4 GAP INVERTED 2 1/4' I' INVERTED 2 1/4' 1' DOOR CA51NG ("366) 1' DOOR CA51NG (0366) 2x 5TUD5 (PER Lu 2x STUDS (PER STD. 2x 5TUD5 (PER PLAN) 5TD. PLAN) STD. PLAN) BASE BASE m 2" VAINTY CABINET CABINET I/2' DRYWALL CABINET 1/2' DRYWALL 3 1/4' BASE 5D. 3 1/4' 5A5E 5D. '- QUARTER QUARTER 3 1/4" BASE BD. 1�366) ROUND ROUND CALI. TOP HIGH BAR TOP VANITY LOW WALL SCALE: 1/2' _ V-0' SCALE: 1/2" - 1'-0' SCALE: la'. P-0` 8" W. CORIAN TEMP. GL. ENCL05URE CAP TILE FINISH OVER WATER 2x STUDS (PER RE515TANT PLAN) WALL 5D. 1/2' DRYWALL SHOWER 3 1/4',5A5E 5D. SECTION SHOWER L 1/2' DRYWALL BELOW CAP -V W CORIAN CAP -TILE FINISH OVER WATER RE515TANT WALL BP. BATH ,I `SHOSHOWER II I� WER II � SIDE� PLAN OW WALL SCALE: 1/2'- 14' TILE TO WRAP IN WINDOW ?IFY TOP (WINDOW — PER PLAN) COMPOSITE WINDOW - SILL SQUARED DETAIL — EDGES INVERTED 2 1/4"— DOOR CA51NG (036(b) DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL SILL BELOW CT 1/2' OUT EIVE TILE) LINE OF CA5ING— BELOW COMP051TE WINDOW SILL SHOWER WINDOW SCALE: 1/4'-- II-0' SILL ELEVATION 'WALL FIN15H PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL SCALE: P • P ' WINDOW )ETAIL v4' DOOR CA51NG (o3(o6) FLOORING / 5,45E 50ARD NOTE: UJPEN TILE FLOOR 15 5ELECTED ONLY' 5,45E 50ARD 15 IN5TALLED. WPEN WOOD FLOOR 15 5ELECTED 5,45E 5OARD AND 5NOE MOULD ARE INSTALLED. Ix JAMS (BI-PA55 DRS. PEF PLAN) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) 2 1/4" DOOR CA51NG (0366) HELD DOWN 1/2" 1/2' WOOD FILLER HEAD DRYWALL FIN15H OVER 2x WALL (SEE (51-PA55 DRS. PER PLAN) PLAN) 1/211. 2 1/4, DOOR CASING (03(o6) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: P = V4 MAIN HOUSE GARAGE DRYWALL BASE BID. TO OVER iz(LAP SLAB STEP AND DRYWALL TRANSITION 3 1/4' BASE BD. �1�366) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I' - II-0' NOTE: DR,4WI>el 5 ON 11"x17" &HEE:T WILL 5E ONE �,4LF THE 5C,4LE NOTE= 5 1/4' CROWN 3 (045) 5 1/4" CROWN SCALE: P , P-0" Ix8 — ROUNDOVER W1 WHITE PINE ROUTER 1/2' DRYWALL 3 I/4' BA5E BD. 2x6 WALL 3V OR 42" HIGH PER PLAN 2x4 STAIR KNEE WALL CAA P DETAIL PLAN SPECIFIC PER PLAN 6"ALE: "o' Ix10 ROUNDOVER W/ ROUTER WHITE PINE 1/2' DRYWALL 31/4' BA5E BD. 1�366) 2x6 WALL 36" OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN `` '' °'`m' TRIM DETAILS x w NW M O "a M W �Mh M _ A 'm %. In;Q. ©0 11-0 '0 dh �+ (4 'JQB NUMBER 22066• CAD RILE ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROVP M STATE S REE1 EAST CXJXTMR, FLOPMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVER. EST. 1994 TRIM 717LE TYPICAL TRIM DETAILS SHEET L • LJ-1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ-6010 LJ-4040� RAILING SHOWN) NEWEL P05T�� Ix6 PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL _ QUARTER TU RNT��--�' 2 LJ- 045 LJ-4040 N NEWEL EWEL NEWEL POST P05T NEWEL P05T OPT. LIH-MG2KNUC44 - WROUGHT IRON BALUSTERS LJ-1021 Ix6 PAINTED BASE _ R05ETTE _ PLATE LJ-6010 1xl2 SKIRT 3 1/4" 5A5E _ RAILING _ BOARD AS APRON LJ-$05 WOOD BALUSTERS BASE CAP (3 PER TREAD) MOULD STANDARD - LJ-8014MRI SKIRL TREAD FOR CARPET (OPT. LJ-8010 SERIES 5 OARD B TREAD SHOWN) LJ-8095 OAK lx8 PAINTED LINEAL COVE RISER MOULDING LJ-801OMR1 BASE— � `f OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 ~-2 NEWEL POST EA. - LJ-3018 RAIL AND P05T FASTENER GENERIC SWITCHDMC1x STAIR D ETAI L N.T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ-8090-5 OAK 5 1/4" LANDING TREAD RAILING SEE GENERAL STAIR NOTES v�ar. i��Hva RAILING LJ-4042 NEWEL P05T GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN N.T.S. 5TANDARD - 42" H. KNEEWALL (OPT. LJ-(oOIO RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON 5ALU5TER5 LJ-4040 NEWEL POST�� LJ-4040 POST I I ,r?fix' SECTION-- - THR I I P� r ��, � 1x12 SKIRT Ix6 PAINTED 5A5E PLATE CUT ri3� BOARD WALL 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 BASE 6-TURN — CAu D STANDARD - LJ-8014MRI LJ-5015 WOOD — TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK 1x8 PAINTED LINEAL COVE = RISER MOULDING BASE---��`� — LJ-8010MR1 PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" Ixl2 SKIRT LJ-4042 BOARD NEWEL P05T 2 EA. - LJ-3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL 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 R15ER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED R15ER5. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL5 - WALL MOUNT OR BALUSTER - RUN ALONG "OUT51DE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY, M05T JURI6DICTION5 DO NOT REQUIRE HANDRAIL5 AT LANDINGS. 6. 5ALU5TER5 (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FIN15HE5 - 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 THE LJ- TRE MEN FULL HT. WALL CARPET STARTS AT THIS R16ER RAILING LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.5. Ix12 SKIRT SECTION i 'r �� BOARD CUT THRIJ WALL `:`�<` LJ-6010 RAILING �~ BASE LJ1-1041/8 --� CAP 5- TURN MOULD STANDARD - LJ-6014MRI LJ--5015 WOOD TREAD FOR CARPET 5ALU5TER5 (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE Ix8 PAINTED PER TM LEVEL R15ER 3 I/4" OR 5 1/4" Ixl2 SKIRT LJ-1040 / 1045 TURNOUT BOARD LJ-3009 LJ-4010 NEWEL POST BRACKET LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L N.T.5 W rw o-r A A n n v _ 4t N LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N.T.S. LJ-5015 LIH-HOLI5A6K44 LIH-HOL2545K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAKOI (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES 3/4" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 2x STUD WALL w/ 36" H. RAILING DRYWALL FIN. LJ-6010 RAILING LJ-5015 WOOD LJ-4042 -� 10 BALUSTERS NEWEL POST BASE GAP (3 PER TREAD) MOULD IxI2 SKIRT LJ-8010MRI OAK TREADS LINE OF BOARD BALUSTERS TO BE PARALLEL 5U5 TREAD LJ-8095 OAK t0 TOP RAIL LINEAL COVE MOULDING Ixl2 SKIRT BD. BASE CAP MOULD LJ-5015 42" WOOD BALUSTERS 2x12 STRINGERS (3 PER TREAD AND EQ. SPACED) TYP. OPEN TREADS W/ TYP. WOOD BALUSTER PICKETS AT STAIRS DETAIL INSTALLATION D ETAI L NOT TO 8CALE N.T.S. I MIN. HOLE DEPTH FOR 5ALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) LJ-404 42" H. LJ-1021 NEWEL RAILING R05ETTE 36" H. RAILING P05T LJ-6010 RAILING LJ4010 36" H. LJ-4042 RAILING RAILING NEWEL P06T LJ-5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) LINE OF BASKETS TO 010, LJ-4042 WOOD TREAD NEWEL BE PARALLEL TO TOP RAIL POST Ix12 SKIRT BD. LIH-HOL25ASK44 t1C (DOUBLE BASKET) BASE LJ-8095 OAK LIH-HOLI5A5K44 CAP LINEAL COVE MOULD MOULDING (SINGLE BASKET) BASE DECORATIVE METAL BALUSTERS PER PLAN PER TM LEVEL (3 PER TREAD - ALTERNATE 3 1/4" OR 5 1/4" BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE TYP. OPEN TREADS W/ WOOD METAL BALUSTER BALUSTERS AT STAIRS INSTALLATION DETAIL N.T.S. N.T.S. NOTE: D AUJIN 5 ON 11 "x17 5HEET UJILL 5E ONE HALF THE SCALE NOTED N.T.S. I" MIN. HOLE DEPTH FOR BALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF ---`KNUCKLES TO / BE PARALLEL TO TOP RAIL r, (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE _ DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING oe LJ-4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.5. STAIR DETAILS x 0 w C N m COO o go r Mti M Lo 2J*- ALLko 00 goo co <, � NNW •JW NUMBER 24163.01• CAD FILE NAME TRIM D VWS ISSUED 04-05-13 REVISED 09-06-13 12-19--14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL11 iNAR, MORff)A 34677. 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEWS.COM TAMPA • 1DE1VVEFL __-� EST.1994 e-� STAIR 0 • TITLE • TYPICAL STAIR DETAILS • SHEET •