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HomeMy WebLinkAbout468 Red Rose Ln 17-3651 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5UB-FA5CIA, 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC WATER HEATER, 3011 UPPER KITCHEN CABINET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, RECORD Copy REVIEWED FSR CODE COMPLIANCE 511f --- PLANS ...____.._...---wPLANS EXAMINER DATE SANFORD BfJ!L04RQ_ DIVfSiON A PERMIT ISSUED SHALL BE CONSTRUED TO �E A LICENSE TO PROCEED WITH THE WORK AND NOT AS t,iJTHORITY TO VIOLATE, CANCEL; ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT +'HE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST ",,0..)IRED ,Results to be Veri/led at Slab Inspection ?7-3651 c> ;,I'I'C.)RD 1 LOT 154 - THORNBROOKE 40' s SANTA ROSA GARAGE LEFT ELEVATION "TRADITIONAL - A" TAYLOR MORRISON REDRAW NOTES 11-01-11 CREATED LOT SPECIFIC PLAN FOR LOT 154 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL -A", GARAGE LEFT W/ PLAN OPTION5 INCLUDING: (8) RECE55 CAN LIGHT5, FLOOD LIGHT PRE -WIRE W/ 5WITCH, (3) OILING FAN PRE-WIRE5, RAILING, POCKET 5LIDER, PRE -HUNG DOOR AT OWNER5 BATH, COVERED LANAI, PAYERS AT LANAI, RADIANT BARRIER, TRAY CEILING PACKAGE, VENT HOOD / MICRO TO OUT5IDE AND PAVER DRIVEWAY AND LEAD WALK. SQUARE FOOTAGE CALCULATIONS ELEVATION -" R -Ay' 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. 2806 0 TOTAL WIDTH 30'-0" TOTAL LENGTH I 68'-0" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMEIUSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN QIMENSIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.5,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 RE516TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: I. 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 LE65 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 8102.3.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8103,6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE615TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926. PER F5,CRR 5TH EDITION (2014) 8103.62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2(o GALVANIZED SHEET GAUGE CORROSION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREEEED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R 5TH EDITION (2014) 8103.63 WATER RE615TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F-5-C.R. 5TH EDITION (2014) R103h.5 OR IN ACCORDANCE WITH A5TM C 926. 5TUCC0 CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED I$ FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE 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 OPENING5. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE65 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE65 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS, FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 IIF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 89052.61 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE65 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. CLAY AND CONCRETE TILE IIF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 8302.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B,C.R. - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFING AND 1HALL BE INSTALLED IN ACCORDANCE WITH FR'5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 IIF APPLICABLE) : 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND 5HOWEIR AREA5: 1. CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, 01325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER6 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 ON A ROOF A50VE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUR11514ED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 026 GAUGE (0,48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV15IONS OF SECTIONS M1411.3. EXHAU5T FANS AND VENTING: 1, 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 INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. 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 (Ib RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 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: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. F 27002.358 ME LOT 154 TB -07-17 r�llallllr"rlr•wr X11 iii iii Vortex Engineering, LLC 607 S. Alexander St„ Sulte 103 Plant Clty, Horlda 33563 81.3.704.4842 FL# 52683 - COO 28035 - Paul D Kidwell, P E - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTION 8901 OF THE FLORIDA BIILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN&INEERED TRU55 MAWR LAYOUT TO DETERMINE ANY LOAD BEARIN6 GONDITION5 AND REBERVE5 THE RIGHT TO MAKE ANY GHANCE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR =GTURE ONLY Ln now a 0 c) V) C C:) 1-- 0 O01 X w 150 STATE STREET EAST OLDSMAR, FLORIDA 3467/ 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEV✓S.COM TAMPA •DENVER -��-� FST. 1994 �. U �0 0 J h0 a� 0 L ` >>�N o�IL L 00 o 0% Co LLs_�, 0 • m ro .tiy 0-20 Z to V F 27002.358 ME LOT 154 TB -07-17 r�llallllr"rlr•wr X11 iii iii Vortex Engineering, LLC 607 S. Alexander St„ Sulte 103 Plant Clty, Horlda 33563 81.3.704.4842 FL# 52683 - COO 28035 - Paul D Kidwell, P E - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTION 8901 OF THE FLORIDA BIILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN&INEERED TRU55 MAWR LAYOUT TO DETERMINE ANY LOAD BEARIN6 GONDITION5 AND REBERVE5 THE RIGHT TO MAKE ANY GHANCE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR =GTURE ONLY Ln now a 0 c) V) C C:) 1-- 0 O01 r 213819 mma • TITLE • COVER SHEET GENERAL NOTES REVISION LOG V. • WNWISIMMEN . DAMS BEWS DESIGN GIItOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 3467/ 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEV✓S.COM TAMPA •DENVER -��-� FST. 1994 �. r 213819 mma • TITLE • COVER SHEET GENERAL NOTES REVISION LOG V. • WNWISIMMEN . NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) o 13'-411 . 1 `CONT. (YP./AT ANA ) o o 1'-4" I. m AA PAVER DRIVE / LEAD WALK 3 16' 2'-8" I. 1'-011 I. 11.811 TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TER ITE6 * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * FINDICATE S 1"5 S 2 wo FOOTING LEGEND: 0 � � F1 :. 2 20" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS — g /4-z- 60 N EACH WAY. 16" DEEP 661'66" GONG. FOOTING W/ (3) 05 5AR5 �j G 12" DEEP 60"60" GONG. FOOTING W/ S BARS AT �� GII QII PARS � CA ,�II .QII LJ V CJ L L o�LL 00 a 0;� 0 LL�W ELEVATION _m o"N rF+ z-�� 811 31-411 9,-211 (-) 0'-4" 811 I6'-2" r — — — 34`6-0" 0" A/C WIDEN FOOTING 8" AT p_lY/11 21.011 101-211 I 4.211 PAD (SEE MECH. 'g POCKET SLIDER AND CONTRACTOR ADD l U S REBAR ( FOR LOC.) L ■J RRCE55 FOR POCKET SLIDER ■ ■ • • • ■ 411P.V.C. .. • 0 -- -- M v � H.B. 2-jFORY ROOTING (TYR) / 3/4" P.V.C. ■ CONDENSATION 20" H. x 20" W. GONG. MONO -FTG./ W/ 3 - 05 CONT. REBARS DRAIN BY PLUMBER PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER. M 5OTT, OF FTG. SHALL BE 12" MIN. BELOW GRADE e s ■ ■ VA SI 54 15'-4" 3'-611 ■ ■ 61 y -101A 51-AII \ 1811 111-111 6'-1111 ■ 16" Wxl2" DEEP FTG. n: ■ e W/ 2 CONT. C. THICKENED EDGE ELEVATION AT 0'-0" 811 CIO (ASSUMED) — — FOR SHOWER RECESS -4- b OIL 3.5" THICK, 2500 OR W/ 1 NO.5 BAR CONT. TILE R ' >- 3000 P.S.I. CONCRETEPA V/�/, SEAT RECESS VALVE SLAB ON GRADE W/ 6x6 WIAxWIA MESH 92 A5V. ■ OR -FIBER MESH OVER p//1 I \, 6 MIL. VAPOR I ELEVATION ON ■ BARRIER ON CLEAN, () 0'-31/2" x — — — WELL - COMPACTED, TERMITE TREATED, / u _ ■ 6 r r, �, M GRANULAR FILL.( b N LLI OPT. I I OPT. I DRY—Eljp`� _ LWASNER J L J e ■ \ AIR HANDLE LINES FROM �l, J 1I LL; J \ s41-111 SINK— — G _ �— \ -?5 �, UPPER FL00 ■ y pISP 4.811 \ ! 4'-611W/ 16'-3" 41-1" v PROVIDE WATER PED. LAV.' � ZD 16" Wxl6" p. FTG, LINE FOR ICE MAKER �� �I 3/4" RECESS �� ■ ■ W/ 2 -'5 CONT. (TYR AT ///� \ >/ ��y N FOR ENTRY DR �I GARAGE) �'< TO SOF REF. 1=4 °' 11 u, `r M Y/ — ■ ■ ■ S • 1 _- _ — — ao rc'N 3'-8" I'-411 ELEVATION �N' � � l I ,� 50 GAL � N ■ a m � [2'-9 J , `p 1.1- II S I II I " 9 -0 3 5 I/2 II 1/2 I " I " 2 -1 2 -8 II 11 II 8 3 8 5 -0 ■ i ELEVATION () 0'-4" SI PAVERS `" ai, ZQ `Q^vx- � on *- N LL � p ry N S ■ i Y- ■ 1=3 �? 8"x8" FTG. W/ 1 - S CONT. C.J. i C.J. (TYP. AT ------------- -------- i ---------_ ---------------- - ENTRY) e I -STORY SOOTING (TYR) 5 i 20" H. x 16" W. GONG. c? 51 i MONO -FTG. W/ 2 - "5 b CONT. RE5AR5 `r PROVIDE 25" MIN. LAP WHERE SPLICED ■ ■ i AND WIRE TOGETHER ELEVATION i BOTT. OF FTG. SHALL 01-611 L i i BE 12" MIN. BELOW GRADENr — , 11/2" REGE55 FOR GAR DR �, ■ ■ ♦ a, ♦ AA PAVER DRIVE / LEAD WALK 3 16' 2'-8" I. 1'-011 I. 11.811 TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TER ITE6 * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * FINDICATE S 1"5 S 2 wo THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (8401.4. I F5CR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTAW6HED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRICTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE Iv FLOOD HAZARD REDUCTION. FOUNDATION PLAN GARAGE LEFT FOOTING LEGEND: 0 12" DEEP x24"x24" GONG. FOOTING W/ (3) "5 BARS DAVIS BEWS DESIGN GROVP EACH WAY. 2 20" DEEP x24"x24" GONG. FOOTING W/ (3) S BARS EACH WAY. g S 12" DEEP x60"60" GONG. FOOTING W/ (3) S BARS 60 N EACH WAY. 16" DEEP 661'66" GONG. FOOTING W/ (3) 05 5AR5 EACH WAY. G 12" DEEP 60"60" GONG. FOOTING W/ S BARS AT V' O.C. EACH WAY, THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (8401.4. I F5CR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTAW6HED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRICTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE Iv FLOOD HAZARD REDUCTION. FOUNDATION PLAN GARAGE LEFT • JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED X ■ DAVIS BEWS DESIGN GROVP J totoo -_>�-� EST. 1994 �.�- 0 J NW 60 N 00 , .2 �� N m • r L > jN 0.1 L L o�LL 00 a 0;� 0 LL�W _m o"N rF+ z-�� • JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED ,16 Al 111 Vortex Engineering, LLC 607 S, Alexander St., Sulte 103 Plant Clty, Flnrlda 33563 813,704,4842 FL# 52683 - COM 28035 - Paul D, Kidwell, P G I HEREBY CERTIFY THAT I HAVEREVIEHED THE ATTACHED DES &N AND FIND IT TO BE IN COMPLIANCE HITN 5ECTION R30I OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD SEARIN6 6ONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANOE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR 5TRUGTURE ONLY Ln NN. Z 0C:) CC:)0 L>= 2138 , • TI TLE • SLAB INTERFACE PLAN DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLL�T�IAR, FLORIDA 396T7 813. 925. L300 TO - 1 -1~L 813.925.1800 FAX 813. W W W.DAVISBEWS.COM TAMPA • 17E1`�iVER. -_>�-� EST. 1994 �.�- ,16 Al 111 Vortex Engineering, LLC 607 S, Alexander St., Sulte 103 Plant Clty, Flnrlda 33563 813,704,4842 FL# 52683 - COM 28035 - Paul D, Kidwell, P G I HEREBY CERTIFY THAT I HAVEREVIEHED THE ATTACHED DES &N AND FIND IT TO BE IN COMPLIANCE HITN 5ECTION R30I OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD SEARIN6 6ONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHANOE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR 5TRUGTURE ONLY Ln NN. Z 0C:) CC:)0 L>= 2138 , • TI TLE • SLAB INTERFACE PLAN ARM T.O.M. BOTTOM OFLINTELT.O.M. 91-4" AT 6.0" A.F.F. 91.411 A.F.F. AFF. ■------- ■ O BOTTOM OF LINTEL LANAI BOTTOM OF LINTELA,' �AT 8-0 A.F.F. 16 -0 x8 -0 AT 8-0 A.F.F.O 9'-4" PLT. HT. PAVERS T.OM.I LT,ofl. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS NOTE: AT VOLUME CEILING - HATCHING INDICATES DOUBLE K.O. BLOCK COURSE W/ (2) S IN EACH (NOT REQ'D AT OPT, GAME RM.) (AT VOLUME CEILING) F----1 13' 0"x3 0" A/C PAD (SEE ME4 I V-4" 1 9'-411 3 - 26 5H. CONTRACTOR I I AFF, HD, AT 8'-0° ILOR LOC.) J 0 DINING ROOM 14'-6"x10'-0" BEARING WALL 9'-4" FLAT CLG. (NO UPLIFT) 2 -8x6 -s 1-- a OWNER'S BEARING WALL BATH REFER TO SHEET 2A2 CASING * EGRESS (NO UPLIFT) 0 0 0 0 0 0 0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0"0 000000000000000000000000000000000000000000000 O O O O O C ■ ■ ■ I lI 4 9-06-0 TEMP. PKT. SLIDERO – – – 1 0 2-8x6-8 11 O CABINET 211 I ')2 2-4x6-8 2 STORY GLII 8'-8" CLC. — — —M—ANUP.: Z 1/2" DRYWALL H.B. SCALE: 1/2" : 14" INSULATE CLG. -1 (D TRUSS TRAY CLG. IN OWNER'S I C� 12 5H 1/2 32 5H 0 GAL W CONNECTORS AT BASE. O - PROVIDE (5) 24 STUDS W/ (U SIMPSON HTT4 SUITE IS DOWN CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO, 2 SYP BEAM W/ 1/2" OSB FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT V/2.5TORY■ VOLUME LUME � = 39" -FRAMED 13 5H 1/2 33 5H 23 514 33 5H CONNECTORS AT BASE. J OWNER'S SUITE 13'-10"x12'-10" 51" 14 5H 1/2 34 5H GATHERING ROOM9'-4" 34 5H TRAY CLG. I 14'-6"x16'-0" �' Z ■ 0 2 -STORY VOLUME 9'-4" FLAT CLG. 1/2 35 5H 25 514 Ti ~ Z W/ OPT. GAME ROOM 0 LV -4'I FLAT CLG._ 3: 16 5H 1/2 36 5H 26 5H a � V-811 FLAT CLG. CO U � U G.C. VERIFY MASONRY OPENINGS FOR ALL WINDOW5, ■ WINDOW 51XE5 AND IWALLATION MAY VARY PER � MANUFACTURE 5PECIFICATION5, Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW Xul U5ED (51NGLE HUNG -54 CA5EMENT- C5MT, OR FIXED + OPT. M.C. 0 DINING ROOM 14'-6"x10'-0" BEARING WALL 9'-4" FLAT CLG. (NO UPLIFT) 2 -8x6 -s 1-- a OWNER'S BEARING WALL BATH REFER TO SHEET 2A2 CASING � (NO UPLIFT) 2x STUDS (PER STD. w I lI BASE – – – 1 0 ■ CABINET 211 I 5311 2-4x6-8 BACKING ■ Z 1/2" DRYWALL CALI . TOP_ SCALE: 1/2" : 14" INSULATE CLG. -1 (D 26" I C� 12 5H 1/2 32 5H 0 GAL i I OPENING 2 011 ■ ON P'GH LOW WALL 1 TO UNDER STAIRS 18" H. TILE TILE 36" H STAIR DATA: B SEAT SHOWER ■ COUNTERTOP KNEE IS RISERS AT kR� AN5EN x DRYS (SEE DETAIL) WALL 1.38" EACH 10.00" TREADS BOX – r _ r ISH. ■ VENT OPT. 7 1–OPT. 36" H. o LWABHER DRYER— — — -LAUN. RAILINGO__HANDLER°/\NEWEL LINES FROM 9'-4" CLG. POST UPPER FLOOR SINK 2-8x6-8VENT HOOD ANDWI DIS9' 411 PANEL MICRO TO EXTERIOR KITCHEN C ■ 0 9'-4" FLAT CLG. ■ OPT. SHIM AS AIR SWITCH r REM). FOR DISP. \ I .. 11-011 I" REFER TO SHEET 2A2 CASING � 9'-4" PLT. HT. I 2x STUDS (PER STD. w PLAN) BASE – – – 1 0 ■ CABINET 211 I 5311 HEADER SEE BACKING ELEVATION Z 1/2" DRYWALL CALI . TOP_ SCALE: 1/2" : 14" INSULATE 8" PRE-ENGINEERED CONCRETE LINTEL $5 (D 26" BEARING WALL 12 5H 1/2 32 5H 0 GAL 32 5H W CONNECTORS AT BASE. ■ OPT. SHIM AS AIR SWITCH r REM). FOR DISP. \ I .. 11-011 I" REFER TO SHEET 2A2 CASING � 9'-4" PLT. HT. I 2x STUDS (PER STD. w PLAN) BASE – – – 1 0 ■ CABINET 211 1/16" O.S.B. 5311 HEADER SEE BACKING ELEVATION Z 1/2" DRYWALL CALI . TOP_ SCALE: 1/2" : 14" M YY 0A IYY 1 � ,•ir CLG. 8" SOFFIT 2-8x6-8 A50VE CRCH FROM PED. 0" TO 8'-811 9'-4" ■ LAV. ,_.,XBARREL ARCHCLGFROM 8'-011\ o 70 8'-811 FOYER \ HALF 1 Co3 Q BATHcn 6� ■ ■ c n — — !'(-O� NOTE: ALL INTERIOR ■ ANGLED WALLS INSULATE J ARE AT 45' (UN. O.) I BEARING SI WALL F – –_ _ '1 1— 28 WALL L�--J 54"— x22" LINE OF SECOND ATTIC ACCE56 FLOOR ABY. ■ 2 CAR GARAGE INSULATE 20'-0"x20'-0" ABV. 9'-4" PLT. HT. 0 !P UL ■ LINE OF GARAGE DOOR IN OPEN P051TION F------_.--.-------------1 a 1 ■ �N I s (TYP.) \ 1 H.B, o O 16-0x-10 O.H. GARAGE DOOR (� ■ 1 AA 3 PAVER DRIVE / LEAD WALK PAVERS 0FLUSH FRAME( TO FURRING 1 REFER TO SHEET 2A2 PORCH I 0 � 9'-4" PLT. HT. I i -- INSULATE I w ABV. F – – – 1 0 ■ 2011 211 ■ ■ 5311 HEADER SEE ILT.O.M. ELEVATION Z A.F.F. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C,R - 5TH EDITION (2014). ■ REFER TO SHEET 2A2 TYPICAL MASONRY FRAME WALLS (WHERE APPLICABLE) FOR MAIN FLOOR WINDOW SCHEDULE s PAR PLAN DIMENSIONS WINDOW WIDTHS F 8"K.O. BLOCK FILLED WKI) 05 PAR CONT. OVER GARAGE FRAME WALL51 2011 211 3111 5311 (n WINDOW CALL -OUTS Z , L omgJM GROUTED SOLID. 8" PRE-ENGINEERED CONCRETE LINTEL $5 (D 26" - 8" LINTELS SHALL BE FILLED, BELOW 8" K0. 12 5H 1/2 32 5H 22 5H 32 5H W CONNECTORS AT BASE. O - PROVIDE (5) 24 STUDS W/ (U SIMPSON HTT4 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO, 2 SYP BEAM W/ 1/2" OSB FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (l) SIMPSON L5TAI5 STRAP. THE = 39" 13 5H 1/2 33 5H 23 514 33 5H CONNECTORS AT BASE. J p 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 0 15 5H 1/2 35 5H 25 514 35 5H ~ Z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MASONRY OPENINGS FOR ALL WINDOW5, W Uj WINDOW 51XE5 AND IWALLATION MAY VARY PER F- MANUFACTURE 5PECIFICATION5, Z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C,R - 5TH EDITION (2014). ■ REFER TO SHEET 2A2 G.C. VERIFY FRAME WALLS (WHERE APPLICABLE) FOR MAIN FLOOR RADIANT BARRIER s PAR PLAN DIMENSIONS R 4.1 E VARIES (SEE PLAN) LOOR 5TRUCTURAL. LEGEND WALL CONSTRUCTION 8" K0. BLOCK FILLED WKI)15 PAR OVER 8" FRAME WALLS (WHERE APPLICABLE) PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) CLG. INSULATION s PAR MA50NRY WALLS R 4.1 F 8"K.O. BLOCK FILLED WKI) 05 PAR CONT. OVER GARAGE FRAME WALL51 R 13 8" COMMON BLOCK COURSE OVER 8"PRE-ENGINEERED 2N�M CONCRETE LINTEL WI(I) "5BAR, , L omgJM GROUTED SOLID. 8" PRE-ENGINEERED CONCRETE LINTEL $5 FILLED WKI) BAR. 1111 0 - 8" LINTELS SHALL BE FILLED, BELOW 8" K0. BLOCK FILLED AND REINFORCED W/lU 05 BAR ® - PROVIDE (3) 2x4 STUDS W/ (1) 5IMP50N HTT4 3�E Et rod, CONNECTORS AT BASE. O - PROVIDE (5) 24 STUDS W/ (U SIMPSON HTT4 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO, 2 SYP BEAM W/ 1/2" OSB FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (l) SIMPSON L5TAI5 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 6IMP50N H25 CLIPS. O - PROVIDE (3) 26 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 " SYP W/ 1/211058 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)5IMP50N L5TA12 STRAP, THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-011 FOR 1-DAY5 AFTER GROUTING, STRUCTURAL NOTES 0 ALL LVL'S TO BE Fb=2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE615TING COMPONENTS 0 NOT A SPECIAL FLOOD HAZARD AREA 0011>Iirrroii " w .JAQc Uj lYez ;Z.. �w O hs w \\\\\\ /// a°eeeerssrr°r O �®� rlls Q ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR PER CSS) FLAT LATEX Ei-lin GKNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT 0C INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMIGLOSS TRAY CEILING SECTION SCALE: 1/2" : I'-011 TRUSSES ATTIC ACCESS __DETAIL SCALE: 112" : 1411 NOTE: C.J.: RECOMMENDED MA50NRY CONTROL JOINT. ■ INDICATES 115 ♦ INDICATES 2 05 R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALL51 R 13 MAIN FLOOR PLAN NOTES GARAGSCALELEFf •JOB NUMBER 27002.35$ CAD FILE NAME LOT 154 TB ISSUFD 11-07-17 REVISED X 0 DAVIS BEWS DESIGN GROUP Lo o ­=: q EST. 1994 F -z= ­ 0 J0) 2N�M ■� N m r , L omgJM 0 ZJ�o 0%C0 3�E Et rod, t�.,N ��.- T to �Nron zv •JOB NUMBER 27002.35$ CAD FILE NAME LOT 154 TB ISSUFD 11-07-17 REVISED i 111 1�� Vortex Engineering, LLC' 607 S Alexander St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - C1JA4 28035 - Paul D. Kidwell, RE - I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 001 OF THE FLORIDA BUILDING CODE, RE51PENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE EN6INEER. 5EALED FOR 5TRUGTURE ONLY I�111�1111�11 0 2138 • TITLE • MAIN FLOOR PLAN NOTES • SH T �� • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OiDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAWSBEWS.CAM TAMPA • nEI�iVER. ­=: q EST. 1994 F -z= ­ i 111 1�� Vortex Engineering, LLC' 607 S Alexander St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - C1JA4 28035 - Paul D. Kidwell, RE - I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 001 OF THE FLORIDA BUILDING CODE, RE51PENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE EN6INEER. 5EALED FOR 5TRUGTURE ONLY I�111�1111�11 0 2138 • TITLE • MAIN FLOOR PLAN NOTES • SH T �� • V REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTE$ E a s UAI - Au oe��illlll/��� 14'-011 x �a Lol Lo J r0 EST. 1994 � : )•. � . - o 2" d M F-v L L' a co 0 0 GII QII I I LANAIco �■+ 0 -V 2° = r--- Emommmma I I I I I 8" 3'-4" V-2" M.O. 8" 4'-211 ■ a, ■ a, ■ NJ ■ ■ ■ ■ II OWNER'S SUITE GATHERING ROOM v 2'-0" (1'1'P.) ■ 15'-2" 11-2" ' N OW ER'S e BA " 6'-0 31_411 _811 I , N N DINING ROOM � 21_mll v y I fJ J V /V ■ N I C= r_—_ IT �^ °" LAU N. -/_II IJI / in r � 0 KITCHEN V, NN, �, SeloHALF Ln Q BATH s - -0 N M ■ ■ 9' -SII /_I-111 01-I11 pl_411 p1_QII t�_/1111 (J00 ✓ 1V PORCH Ln Fm: ' 2 CAR GARAGE N r-------- ----------- — — — ——� I I I I _ M I 4-- ■ Ist ♦ 16'-0" M.O. 2'-8" 2'-8° 11.011 11.811 21'-411 oe��illlll/��� x �a Lol Lo J r0 EST. 1994 � : )•. � . /I1'111 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REMISED x �a DAVIS BEWS DESIGN GROUP Lo J r0 EST. 1994 � 0 -' o 2" d M L > �M L L' a co 0 0 �■+ 0 -V 2° Emommmma •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REMISED 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St„ Sulte 103 Plant City, Rorlda 33563 813,704,4842 FL# 52683 - CCA# 28035 - Paul D Kia'weU, RE. - IHEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO 0E IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION) THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANOR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, �5EALED FOR 5TRUGTURE ONLY% �innn�•O11u•r1._i�lu1•��1•Ir�Ir1�1�1� 2138 • 77 TLE • MAIN FLOOR PLAN DIMENSIONS 01 N I� 2A21 I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, RORmA W77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DEIWER. EST. 1994 � 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St„ Sulte 103 Plant City, Rorlda 33563 813,704,4842 FL# 52683 - CCA# 28035 - Paul D Kia'weU, RE. - IHEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO 0E IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION) THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANOR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, �5EALED FOR 5TRUGTURE ONLY% �innn�•O11u•r1._i�lu1•��1•Ir�Ir1�1�1� 2138 • 77 TLE • MAIN FLOOR PLAN DIMENSIONS 01 N I� 2A21 I 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT 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 FRC 8301 AND TABLE 83015 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES, SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY U.N.C. • ALL STRINGERS TO BE 2-24 02 SYR ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: of AT MA50NRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 811 O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC.). of AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •� IF 5TRINGER5 ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT GONG. ATTACH FOOT TO FLOOR: •� AT CONC. W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/21' NAILS AT 6" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. LANDINGS SHALL BE BUILT AS FOLLOWS: 00 JOISTS TO BE 26 02 SYP, MIN, AT 16" O.C. 41 IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 11� 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. 00 IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131.x 31/2" R5. END NAILS AT EACH LANDING JOIST, AND (2) 0,131 x 31/211 TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. N LEDGERS TO BE 26 WITH: oN (4) 0.131 x 31/211 NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 161' O.C. MAX. 000 1/4" x 3" TAPCON5 AT 6" OC. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. 00 ATTACH JOIST$ TO LEDGERS OR 5EAM5 WITH 51MP50N LUS26 HANGERS OR EQUAL. THE SPECIFICATION L15TED A50VE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 36" H. CONTINUOUS BEAM GRASPABLE RAILING --A FLOOR / LINE OF 6'-811 MIN. SYSTEM / HEAD CLEARANCE CONNECTORS AT BASE. / — PROVIDE (3) 26 STUDS W/ lU SIMP50N HTT4 C WINDOW WIDTHS IO — PROVIDE 2 -PLY 1.15 x 12" LVL BEAM NAILED 0 2011 24" 3611 4$" RAILING RAI I WINDOW CALL -OUTS 11 1" N051NG (TYP.) a 2x TREADS AND Ix RISERS ITYP. 10.00" ITYP`. I 11 TREADS AT 10.00" EACH STAIR SECTION. 5CALE: 1/4" = 1'-0" 3/4" PLYWD, FLOOR SYSTEM I �I LINE OF DOOR IN FOREGROUND M �c UNDER-5TAIR PROTECTION �c ENCL06ED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.G. 2010 RESIDENTIAL CODE 8302.1 )RAIN .U. AL A/C I ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). UPPER F-L,OOR 5TRUCtURAL- LEGEND ® TYPICAL WOOD FRAME CONNECTORS AT BASE. WINDOW SCHEDULE — PROVIDE (3) 26 STUDS W/ lU SIMP50N HTT4 C WINDOW WIDTHS IO — PROVIDE 2 -PLY 1.15 x 12" LVL BEAM NAILED 0 2011 24" 3611 4$" JACK -STUDS AT EACH END WITH (2) SIMPSON WINDOW CALL -OUTS 11 — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT sm EACH END WITH (1) 6IMP50N L5TA12 STRAP. 12 — PROVIDE 2 -PLY 24 NO.2 5YP BEAM W/ 1/2" 055 2011 FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT 1515 F.G. 2015 F.G. 3015 F.G. 4015 F,G. W 6. 0 % " L ro N * m 6.Nro� _ 24" zV v 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 6 0 36" 1830 5H 2030 5H 3030 5H 4030 5H z 4811 0 1540 5H 2040 5H 3040 5H 4040 5H H Z 60" 11550 5H 2050 5H 3050 5H 4050 5H 3: 1211 1860 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA60NRY OPENING5 FOR ALL WINE)OW5, � WINIDOW 51ZE5 AN[) INSTALLATION MAY VARY PER 11-- MANUFACTURE 5PECIFICATION6. 0 Z 0 REFER TO FLOOR PLANS FOR STYLE OF WINr)OW U5ED (SINGLE HUNG -5H, CA5EMENT- C5MT, OR FIXE[) GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - 5TH EDITION (2014). UPPER F-L,OOR 5TRUCtURAL- LEGEND ® — PROVIDE (3) 2x4 STUDS W/ lU SIMP50N HTT4 CONNECTORS AT BASE. ® — PROVIDE (3) 26 STUDS W/ lU SIMP50N HTT4 C CONNECTORS AT BASE. IO — PROVIDE 2 -PLY 1.15 x 12" LVL BEAM NAILED 0 TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. 11 — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT sm EACH END WITH (1) 6IMP50N L5TA12 STRAP. 12 — PROVIDE 2 -PLY 24 NO.2 5YP BEAM W/ 1/2" 055 L■ L. FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1)5IMP50N L5TA12 STRAP. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 26 02 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 51MP50N LSTAI2 STRAP. THE JACK-5TUD5, IN TUBI, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H25 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64'1 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'5 TO BE Fb=2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA CLEAR OPENING HEIGHTS �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PEWIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 86123 TRU55ES 1/16 0.5.5. N i-5EYOND 5LOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" - 1'-0" UPPER FLOOR PLAN NOTES RAGE'LEFTGA •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED K m 150 STATE STREET EAST OLCaSMAR, FLARMA 39677 813. 925. L300 TEL., 80. 925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER C U T o 0 � �° I" 0 2 COY sm 0 L■ L. > '5 J M L L. 00 ;; . 2° .11 6. 0 % " L ro N * m 6.Nro� zV v •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED 111 111 111 111 111 111 Vortex Engineering, LLC 607 S Alexander St., Sulte 103 Plant City, Florlda 33563 813 704,4842 FL# 52683 - C0A4 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R501 OF THE FLORIDA 5UILDIN6 CODE, RE51PENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENOINEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RF5ERVE5 THE RIGHT T0. MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 57PPLIED TO THE EN5INEER. �EALED FOR 5TRU6TURE ONLY 2138 , • T1 TLE • UPPER FLOOR PLAN NOTES DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLCaSMAR, FLARMA 39677 813. 925. L300 TEL., 80. 925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER EST. 1994 c_--, 111 111 111 111 111 111 Vortex Engineering, LLC 607 S Alexander St., Sulte 103 Plant City, Florlda 33563 813 704,4842 FL# 52683 - C0A4 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R501 OF THE FLORIDA 5UILDIN6 CODE, RE51PENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENOINEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RF5ERVE5 THE RIGHT T0. MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 57PPLIED TO THE EN5INEER. �EALED FOR 5TRU6TURE ONLY 2138 , • T1 TLE • UPPER FLOOR PLAN NOTES 11, REFER t0 SHEET 251 AOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT : K c� w �YoZ QnQ.., 00 U �0 N I fit J 110 REFER t0 SHEET 251 AOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED K c� w 150 STATE STREET EAST OLDMM, MORMA 39677 813. 925. . L300 TM 813. 925. 1800 FAX WWW.DAVLSBE MCOM TAMPA • DENVER a EST. 1994 e—:� U �0 N 0 J 0 pR co L o LM L 0 0 ro� o 6.J 3�E _0�C0 LLL N p*gyp ti CC� z •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED pis 11 1111 111 111 111 Vortex Engineering, LLC 607 S Alexander St., Suite 103 Plant City, Florida 33563 813,7044842 FL# 52683 - COA# 28035 — Paul D, Kidwell, RE, — I HEREBY GERTIFY THAT I HAVE REVIEAED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5EOTION R30I OF THE FLORIDA BUILDIN6 CODE, RE5IDENTIAL (5th EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY OHANSE5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE EN6INEER. SEALED FOR STRUCTURE ONLY 2138 0 • TITLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDMM, MORMA 39677 813. 925. . L300 TM 813. 925. 1800 FAX WWW.DAVLSBE MCOM TAMPA • DENVER a EST. 1994 e—:� pis 11 1111 111 111 111 Vortex Engineering, LLC 607 S Alexander St., Suite 103 Plant City, Florida 33563 813,7044842 FL# 52683 - COA# 28035 — Paul D, Kidwell, RE, — I HEREBY GERTIFY THAT I HAVE REVIEAED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5EOTION R30I OF THE FLORIDA BUILDIN6 CODE, RE5IDENTIAL (5th EDITION), THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY OHANSE5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE EN6INEER. SEALED FOR STRUCTURE ONLY 2138 0 • TITLE • UPPER FLOOR PLAN DIMENSIONS �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C. 2010 RESIDENTIAL CODE 86123 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING TPICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM 06. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C. RESIDENTIAL CODE R103fol AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- NO" 'aa 2 12 Root=� G.C. VERIFY 6 2 12 ALUMINUM OVER 6� 2x6 5U5-FA6CIA ( PLT. HT. (TYPICAL) 1'-4" W. x 5' 0" i 15TUCCO DECORATIVE �– STUCCO FINISH FIXED SHUTTER FINISH SHINGLE r-- _ ROOF 6 12 2SHINGLE 12 SECOND P.F. LINE ROOF/ Q 6 T.O.M. — MAIN P.F. LAA'A — RA — © COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE (ASSUMED) ROOF/ L BANDING (TYR) 1'-0" BANDING FRONT ELEVATION SCALE: 1/4" , 1-01I I 4" BANDING PLT. HT. 4" BANDING (TYP.) 1'-4" W, x 5'-0" H. DECORATIVE FIXED SHUTTER SECOND P.F. LINE 6" BANDING 4" BANDING TEXTURED FINISH d- BANDING 4 TRADITIONAL ELEVATION if A if GARAGE LEFf 6" BANDING COACH X 0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVLSBEWS.CAM TAMPA • MEIVVM LIGHT TEXTURED g ❑❑❑❑���❑ FINISH J N o� BANDING do N 000) ❑❑❑❑�❑❑� am 0 ..= V > –M — MAIN P.F. LAA'A — RA — © COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE (ASSUMED) ROOF/ L BANDING (TYR) 1'-0" BANDING FRONT ELEVATION SCALE: 1/4" , 1-01I I 4" BANDING PLT. HT. 4" BANDING (TYP.) 1'-4" W, x 5'-0" H. DECORATIVE FIXED SHUTTER SECOND P.F. LINE 6" BANDING 4" BANDING TEXTURED FINISH d- BANDING 4 TRADITIONAL ELEVATION if A if GARAGE LEFf •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 T3 ISSUED 11-07-17 REVISED X 0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVLSBEWS.CAM TAMPA • MEIVVM Cto 10 U �O 0 J N o� do N 000) am 0 ..= V > –M L 0 roMI vMID o aaaa E LL =rod �+ N 6'• Z' 20 •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 T3 ISSUED 11-07-17 REVISED 1 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 81UR4842 FL# 52683 - C©A# 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES ON' AND FIND IT TO BE IN COMPLIANOE WITH 5ECTION R30I OF THE FLORIDA BUILDING GODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEVED THE PRE- EN5INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RISHT TO MAKE ANY GHAN5E5 AFTER TRU55 LOAD INFORMATION 15 57LIED TO THE ENVNEER. \_5EALED FOR 5TRUGTURE ONLY/ iw��n�1r�1M�l� 2138 • TI TLE • FRONT ELEVATION DETAILS 1�m DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVLSBEWS.CAM TAMPA • MEIVVM -.�-� EST. 1994-- 1 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 81UR4842 FL# 52683 - C©A# 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES ON' AND FIND IT TO BE IN COMPLIANOE WITH 5ECTION R30I OF THE FLORIDA BUILDING GODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEVED THE PRE- EN5INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RISHT TO MAKE ANY GHAN5E5 AFTER TRU55 LOAD INFORMATION 15 57LIED TO THE ENVNEER. \_5EALED FOR 5TRUGTURE ONLY/ iw��n�1r�1M�l� 2138 • TI TLE • FRONT ELEVATION DETAILS 1�m PLT. WT. LINE OF OPT, LANAI 124 SECOND F.F. LINA T.O.M. MAIN FF. LINE LANAI ROOF VENT REQUIREMENTS SECOND F.F. LINJE VENTILATION CALCULATIONS SADDLE 6:12 ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X144=61 SQ. IN. U too -------- HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. - ------ - # UPPER 2/3 ROOF VENTS REQUIRED =1 FINISH 7 MAIN FF. LINE \4:12 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 232.80 SQ. IN. 4:12 I ----------- -------- ------------------ I , I I � , I I , V UPPER ROOF 6:12 I 6:12 I VENT REQUIREMENTS 0 0 VENTILATION CALCULATIONS ATTIC AREA = 1274 SQ. FT. / 300 = 4.25 SQ, FT. 6:12 i X144=612 SQ. IN. _� HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. ACTUAL SOFFIT VENTILATION = 649.90 SQ. IN. PLT. WT. LINE OF OPT, LANAI 124 SECOND F.F. LINA T.O.M. MAIN FF. LINE 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 I I y� SECOND F.F. LINJE I , I I I SADDLE 6:12 a EST. 19% oz!=� U too -------- ------�Q --- � J N FINISH 7 MAIN FF. LINE N I d N M em �Q V >>J� 6:12 I I 0 0 � J T O 16:12 0Rc0 LLtrorn s =*N I 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. 12 a20 SHINGLE 6� �Q 6 ROOF SHINGLE 12 ROOF 7 MI6 / PLT. HT. _ _ _ _ PLT. HT. _ STUCCO %� FINISH -STUCCO FINIS12 H W/OPT. G -S SIS HINGLE ab ,.8 l BEDROOM 5 SECOND FF. LINE ROOF 7 _ _SECOND FR LINE ONLY T.O.M. ` T.O.M. /TEXTURED/TEXTURED FINIS e FINI5i�l7 T-011co � o� MAIN FF. LINE MAIN FF. LINE GRADE LINE (ASSUMED) LEFT ELEVATION �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 21090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.5.C. RESIDENTIAL CODE R103.6.1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b1. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'_011 612 ,,// Q6 SHINGLE ROOF PLT. HT. 7PLT. HT._ /5TU ccoSN7 5 * FINIF.G• F.G• a' r SECOND F.F. LINE_ SHINGLE 4D 12 4 SECOND F.F. LINE T�O.M._ ROOF T.O.M. _ TEXTURED rTEXTURED FINISH @ FINISH * `� 'rn MAIN F.F. LINE TEMP' MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/5" = I'-0" SCALE: 1/8" - I'-f0'I 12 GIRDER ro TRUSS —\ LINE OF -- OPT. LANAI CONC. LINTEL PLT. HT. 612 SHINGLE SECOND F.F. LINJE ROOF SADDLE 6:12 a EST. 19% oz!=� U too -------- ------�Q --- � J N FINISH 7 MAIN FF. LINE N I d N M em N m '- V >>J� I 0 0 � J T O 16:12 0Rc0 LLtrorn s =*N I 6_12 � 6'.12 II ---r---------- , GARAGE ROOF I , VENT REQUIREMENTS �e yio i VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. X 144 =196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. _ , I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. 1'-0'" �T ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. TYP, ; I OVERHANG AT HIPAA (UNA.) ROOF PLAN SCALE: 1/8" = 1'-0' 12 a20 SHINGLE 6� �Q 6 ROOF SHINGLE 12 ROOF 7 MI6 / PLT. HT. _ _ _ _ PLT. HT. _ STUCCO %� FINISH -STUCCO FINIS12 H W/OPT. G -S SIS HINGLE ab ,.8 l BEDROOM 5 SECOND FF. LINE ROOF 7 _ _SECOND FR LINE ONLY T.O.M. ` T.O.M. /TEXTURED/TEXTURED FINIS e FINI5i�l7 T-011co � o� MAIN FF. LINE MAIN FF. LINE GRADE LINE (ASSUMED) LEFT ELEVATION �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86121 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 21090 PER F.B.C. 2010 RESIDENTIAL CODE 86123 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.5.C. RESIDENTIAL CODE R103.6.1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b1. AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'_011 612 ,,// Q6 SHINGLE ROOF PLT. HT. 7PLT. HT._ /5TU ccoSN7 5 * FINIF.G• F.G• a' r SECOND F.F. LINE_ SHINGLE 4D 12 4 SECOND F.F. LINE T�O.M._ ROOF T.O.M. _ TEXTURED rTEXTURED FINISH @ FINISH * `� 'rn MAIN F.F. LINE TEMP' MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/5" = I'-0" SCALE: 1/8" - I'-f0'I 12 GIRDER ro TRUSS —\ LINE OF -- OPT. LANAI CONC. LINTEL PLT. HT. 612 SHINGLE SECOND F.F. LINJE ROOF T.O.M. a EST. 19% oz!=� U too /TEXTURED J N FINISH 7 MAIN FF. LINE N is Q6 GIRDER TRUSS 12 Q6 SECTION AA SCALE: 1/8" = 1411 6� 12 6 /SHINGLE � ROOF /STUCCO TEMP. FINISH � Q6 GIRDER TRU5S /TEXTURED FINISH ju— — — t — — — — — — — — — — — — — — GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE 1/8" - 1'-0" PLT. HT. v� 12 a4 SECOND F.F. LINE C MAIN FF. DINE_ _ TRADITIONAL ELEVATION"A" GARAGE LEFT JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED C X 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TTi. 813. 925. 1800 FAX W W WnAVISBEWS.COM TAMPA • (DENVER. a EST. 19% oz!=� U too o J N N d N M em N m '- V >>J� 0 0 � J T O 0Rc0 LLtrorn s =*N f+ 0� o z��� JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St., Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - COA# 88035 - Paul D Kidwell, RE, - I HERE15Y CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N, AND FIND IT TO BE IN PLIANCE COMWITH SECTION R30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD 5EARIN6 CONDITION5 AND RESERVES THE R16HT TO MAKE ANY GHAN6ES AFTER TRO55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, �5EALED FOR 5TRUGTURE ONLY 2138 • T/ TLE • FRONT ELEVATION DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TTi. 813. 925. 1800 FAX W W WnAVISBEWS.COM TAMPA • (DENVER. a EST. 19% oz!=� 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St., Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - COA# 88035 - Paul D Kidwell, RE, - I HERE15Y CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N, AND FIND IT TO BE IN PLIANCE COMWITH SECTION R30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD 5EARIN6 CONDITION5 AND RESERVES THE R16HT TO MAKE ANY GHAN6ES AFTER TRO55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, �5EALED FOR 5TRUGTURE ONLY 2138 • T/ TLE • FRONT ELEVATION DETAILS �� 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 DF MATERIAL PER !VATIONS WITH APPROVED )ERLAYMENT (REFER TO JER SHEET) :-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN gk BRG. HGT, M. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER 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 i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE J" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i 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 I EXTERIOR FINISH WATER PROOF CAULKING I I PER BUILDER -7 ■ ;r PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING pry FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr 3J� WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B O O FOR OPTIONS) CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i 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 WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER ell e TAPE--+�i / SILL PLATE HEAD FLASHING TIE-IN INSTRUCTIONS: ING V V LI N ". I MVI NAILING FLANGE NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND I rFLASHING, STUCCO STOP z/7 WATERPROOF MEMBRANE I � 1 i I FLOOR TRUSS I I I i SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK-'------ SEE LOCKSEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. 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 -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL 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. R703.8 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 C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. 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 FOR SUBSEQUENT DRAINAGE. 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, 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/HAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 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 • JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED x 2 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.CAM TAM1"A •DENVER EST. 1994 - to J Lo Lo00 0 J �� CF 0 0 cN�M L > =j cm L L, 00) LL 0 O rod = n 0 6 o,C0 FL:roan L =.-N 0, }� 0N�n Z�'�0 • JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED .2138 , • TI TLE • FLASHING DETAILS 3A3 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.CAM TAM1"A •DENVER EST. 1994 - .2138 , • TI TLE • FLASHING DETAILS 3A3 1 SHEATHING TEXTURE FINI5H COAT BROWN COAT SCRATCH COAT 5ELF-FURRING LATH TWO LAYER5 WRB WEEP 5CREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E OF M.W.W.5. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING i NAILING FLANGE DO NOT FLASH OVER—/ BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) /— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT [N nnr7 :LASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING y)f„ UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW I OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) a SCORED RELEASE PAPER SELF -ADHERED FLASHING, p (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING \ SELF -ADHERED FLASHING 0 SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: CONT. TEXTURED, PAINTED — / EXTEND MIN. OF 6"FLASHING PER OUTSIDE OF FLASHING � MANUFACTURES EXTER. WALL FINISH �/ i SPECIFICATIONS ROOF CRICKET: i' MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT j !. >.:•,f.,•'J,., BY PLAN SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF LOCATIONS) AT ENTRY :J•g.x;. SHINGLE OVER 6„ ..4 r�r'i::•2 DIVERTER M FLASHING :4J•;. DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH • �." :;i;;�,; ; ri s� ;c � ::, :L : HOLD EXTERIOR :L' a�` :.L` ri i:` i�: i•: ai i� `�;�.rr.,� :L i'� �� it' ;•: i z� a �. FINISH 2" ABOVE ROOF ,'. r •.:h': -.L• :L L L ; !L ��. : : :` .::L• dL, ::�.:L. `; ^`R rL tL a� a ati , a� iL` •:` :� in: ""'N: ri zti FLASHING CAULKING .. J .• lJ.:J 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING --\ 6 TO 12" PER PLAN SPEC'S. m GALV. V FLASHING TYPICAL. ROOFING FELT —DRIP EDGE �� '--- FASCIA FIGURE 3: CORNER DETAIL -- — — ASPHALT BASED SEALANTAPPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT R:o ROOF ver-l- .7 eOVC' TYPICAL ROOF TO DA - WALL FLASHING DETAIL RAKE METAL DRIP EDGE TO BE OVER LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL SAVE 7" PIECES TO USE IN 5TH COURSE METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES ROOF OgO� . 5�N OOURp N C00R0� 3FiO OOJR uRgE \gE 2Np �g16O 71, 29, e' 2 EAVES T FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN -- ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16" O.S.B. SHEATHING METAL FLASHING 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST .AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER 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 )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING C TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. 0 � x m FLASHING W/ TAR Lo U to toQ EST.1994 �—� C) J �0 \ � CONT. GALV. ''L" -- 22000 O � z FLASHING PER V >cm it I° OO MANUFACTURES Ln / SPECIFICATIONS u,r roN CD OVER ROOF ROOF MATERIAL PER �M Z SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER -- — — ASPHALT BASED SEALANTAPPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT R:o ROOF ver-l- .7 eOVC' TYPICAL ROOF TO DA - WALL FLASHING DETAIL RAKE METAL DRIP EDGE TO BE OVER LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE IN A 2" VALLEY CENTERLINE WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL SAVE 7" PIECES TO USE IN 5TH COURSE METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES ROOF OgO� . 5�N OOURp N C00R0� 3FiO OOJR uRgE \gE 2Np �g16O 71, 29, e' 2 EAVES T FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN -- ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16" O.S.B. SHEATHING METAL FLASHING 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST .AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER 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 )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING C TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.5. • JOB NUMBER _27002.357 CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED 0 � x m rob DAVIS BEWS DESIGN GROUP Lo U to toQ EST.1994 �—� C) J �0 m � 22000 O � z V >cm it I° OO • 0 0 Ln o�Co u,r roN CD N C_ �M Z • JOB NUMBER _27002.357 CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED 2138--m-, • TI TLE • FLASHING DETAILS 0 � Z rob DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST 01. )WAlt, FLORIDA 39677 813.925.1300 TEL 819.925.1800 FAX W W W.DAVLSBE%V&CAM TAMPA • DENVER. EST.1994 �—� 2138--m-, • TI TLE • FLASHING DETAILS 0 � Z Lu OC:) C) m � 0 O � z OO Ln CD 2138--m-, • TI TLE • FLASHING DETAILS / FLOOD LIGHT M -WIRE ..-,._...------------- . . ■I --� LANAI I■ j /> I ' ROUGH -IN FOR OPT, PAN/LIGHT \ 3 I W.P. G.F.I. L ---J ■ ■ A/C DISCONN. SD CM WALL MOUNT zlaAT 81.811\ mvI I ROUGH -IN LIVING ROOM </ Jr ■ PENDANT (VERIFY LOCATION) (VERIFY) CH DINING ROOM ■ G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.F.I. C ■ W.P. G.F.I. FOR . r.UJ - SERVICE 200 AMP. ELEC. ELEC. METER PANEL ■ r— I • C.F.I. I AT 48° IRRIG. i COACH LIGHT SOI �Q) OWNER'S SUITE ■ GF.I. I--, LL--- . OWNER'S BATH I GF.C' I I I i W.P. „ I ■ i1 111 •� I �_ " � • - � �� �..�-ate..... 1 w� • ■ -up GF.I. 0 AT 48" s s GFJ. • AT 4811 LIGHT AND SWITCH Q ( \ IN ATTIC — — PUSHBUTTON FOR W. OPENER W.P. \ L I GFl — — — — 2 CAR GARAGES I GF.I. FIXTURE I GF.I. CLO, OUTLET FOR GD. OPENER I ■ -------------- -----� / I / I I I / 1 i GF.I. ■ I AT 48" / COACH LIGHT L CT�'f CAL <E� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A60VE COUNTER P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ip• RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST PAN ;p. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) CI PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE /CEA � MONO). COMBO DETECTOR TELEVISION (OPTIONAL) (Dr THERMOSTAT Z ELECTRIC METER imc ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1> ROUGH -IN FOR OPT. CEILING PAN v J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRJPTER6 (GPI) 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.... 4211 OUTLETS..... 14" TELEPHONE ... 14" (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 SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 1011406.12 AND 406.13 5. ALL 15A AND 20A 120V 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.P.A.10, N,E.C. 2011, FB.C.R 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED PROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SWALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT METER COMBO - SQUARE D RIPER TO FLOOR PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DAVIS BEWS DESIGN GROUP VENT HOOD AND TYP. I ° MICRO TO EXTERIOR LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER MICROWAVE 04 COPPER TO 5/8" GROUND ROD OUTLET +14" r0 FOOTING STEEL CO 01 OO 220 V.(� ■ -cZO * N -c ) G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.F.I. C ■ W.P. G.F.I. FOR . r.UJ - SERVICE 200 AMP. ELEC. ELEC. METER PANEL ■ r— I • C.F.I. I AT 48° IRRIG. i COACH LIGHT SOI �Q) OWNER'S SUITE ■ GF.I. I--, LL--- . OWNER'S BATH I GF.C' I I I i W.P. „ I ■ i1 111 •� I �_ " � • - � �� �..�-ate..... 1 w� • ■ -up GF.I. 0 AT 48" s s GFJ. • AT 4811 LIGHT AND SWITCH Q ( \ IN ATTIC — — PUSHBUTTON FOR W. OPENER W.P. \ L I GFl — — — — 2 CAR GARAGES I GF.I. FIXTURE I GF.I. CLO, OUTLET FOR GD. OPENER I ■ -------------- -----� / I / I I I / 1 i GF.I. ■ I AT 48" / COACH LIGHT L CT�'f CAL <E� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A60VE COUNTER P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 TWEE -WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ip• RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST PAN ;p. EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) CI PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE /CEA � MONO). COMBO DETECTOR TELEVISION (OPTIONAL) (Dr THERMOSTAT Z ELECTRIC METER imc ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1> ROUGH -IN FOR OPT. CEILING PAN v J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRJPTER6 (GPI) 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.... 4211 OUTLETS..... 14" TELEPHONE ... 14" (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 SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 1011406.12 AND 406.13 5. ALL 15A AND 20A 120V 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.P.A.10, N,E.C. 2011, FB.C.R 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED PROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SWALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN DISCONNECT METER COMBO - SQUARE D RIPER TO FLOOR PLAN FOR NOTED MAIN DISC, AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DAVIS BEWS DESIGN GROUP DISC. TYP. M4 AND 12 COPIER 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 r0 FOOTING STEEL CO 01 OO 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 •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED x c� DAVIS BEWS DESIGN GROUP U Loo FST. 1994 �m-- 0J hW to N„ ON�)m tt� N N � � L. >>JN L L o� 00 CO 01 OO 3� 5: � -cZO * N -c ) ZO •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED .2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN • EET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, MARIA 34671 813. 925.1300 TEL 813.92.5.1800 FAX W VVW.DAVLSBEWS.CAM TAMPA • L7ENVEk FST. 1994 �m-- .2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN • EET • ELECTfRICAL 0 DUPLEX CONVENIENCE OUTLET K m w DUPLEX OUTLET A50YE COUNTER Aw.r. WEATHERPROOF DUPLEX OUTLET O.F.Q. GROW FAULT INTERRUPTER DUPLEX OUTLET Q-- HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR �N`•/M 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 0 0 v IrD . t' J O WALL MOUNTED INCANDESCENT LIGHT FIXTURE ; y KCE66ED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN ��rom TRAGIC LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN +� zr�° EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIMAL) m PUSHBUTTON SWITCH (OPTIONAL.) 0 CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. WM50 DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT �o ELECTRIC METER Aw ELECTRIC PANEL -,wi DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J HORIZ. c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT, CEILING FAN LIGHTS NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) A6 INDICATED ON PIANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE.. 14" (UNLESS A5V COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECT. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING DOOMS, PARLORS, LIBRARIES, DEN6, %NROOM6, RECREATION DOOMS, CLOSETS, HALLWAY$, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A. 10, NE.C. 2011, F.15LR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-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. B. ALAF416 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARSON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED 2138 Mi DAVISAM 15 .BEzWS DESIGN GROUP 150 STATE STREET EA S T pLDMAR, ilARIDA 677 813.925.1300TE s0.92s.1sooFAX WWW.DAVISBEWSCOM TAMPA •DENVR EST1994 soon c:> (f) C) ne NOO 0 c) 57 OO TI TLE • UPPER FLOOR ELECTRICAL PLAN 48ju K m w U r o 0 -1 N F) 60 NMn �N`•/M T L oNLLM 6 L LL . 0 0 v IrD . t' J O 0�0 ��rom L � * N i+ o . t0 +� zr�° •JOB NUMBER 27002.358 • CAD FILE NAME LOT 154 TB ISSUED 11-07-17 REVISED 2138 Mi DAVISAM 15 .BEzWS DESIGN GROUP 150 STATE STREET EA S T pLDMAR, ilARIDA 677 813.925.1300TE s0.92s.1sooFAX WWW.DAVISBEWSCOM TAMPA •DENVR EST1994 soon c:> (f) C) ne NOO 0 c) 57 OO TI TLE • UPPER FLOOR ELECTRICAL PLAN 48ju Mi DAVISAM 15 .BEzWS DESIGN GROUP 150 STATE STREET EA S T pLDMAR, ilARIDA 677 813.925.1300TE s0.92s.1sooFAX WWW.DAVISBEWSCOM TAMPA •DENVR EST1994 soon c:> (f) C) ne NOO 0 c) 57 OO TI TLE • UPPER FLOOR ELECTRICAL PLAN 48ju FLOOR TRUSSES ROOF TRUSSES FRAMING FASTENER CAPACITY LEGEND '��,,, O 51MP5ON MT6MI6, 20 - (1)10d w/ (4)1/4 x 21/4 TITEN (TYP. 12 51MP50N HID - (8) 8d X 11/2" (TYP. 5YP FRAME) /® d ea® '�It ZQ;p t•q lu1Q 1. VV' iy 6IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) rt: Z 0 ALL-AROUND) O SIMPSON M5TAM24 (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. 1 SIMPSON L5TAI8 - (14) IDd (TYP. FRAME TO FRAME) FRAMING FASTENER CAPACITY LEGEND '��,,, O 51MP5ON MT6MI6, 20 - (1)10d w/ (4)1/4 x 21/4 TITEN (TYP. 12 51MP50N HID - (8) 8d X 11/2" (TYP. 5YP FRAME) /® d ea® '�It FRAME TO MASONRY) mf 6IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 6IMP50N MT512 - (14)10d 11/2' (TYP. 5YP FRAME TO FRAME AT LDWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE ALL-AROUND) O SIMPSON M5TAM24 (9)10d w/ (5)1/4" x 21/4" TITEN (TYP. 1 SIMPSON L5TAI8 - (14) IDd (TYP. FRAME TO FRAME) FRAME TO MASONRY) 6IMP50N LTT205 - (I0) -10d + 1/2" x 10" A.B (TYP. FRAME TO ® 15 5IMP50N HT620 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MAS/FRM ALL-AROUND) FRAME ALL-AROUND) 0 SIMPSON HETA20 - (9)-I0d x 11/2" (TYP. 5YP FRAME TO 16 SIMP50N L6TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) 6IMP50N HTT4 - (1) 5/8" dia. A.B. + 184d BOLT IN SIMPSON SET ® �-� (2) SIMP50N MT518 - (14) IDd 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K0. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) l8 (2) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O 6IMP60N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY K.O. BLOCK SET IN SIMP50N SET EPDXY. (TYP 2 -PLY 19 51MP50N ST6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY) (3%50) 6IMP50N MGT - (1) 5/8 DIA, x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) 6IMP50N HT520 - (24)10d 1112" AT EA, STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY K0. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) 6IMP50N M5TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) SIMP50N HT520 - (24) IDd 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME ' TO FRAME ALL-AROUND) ® 51MP60N LGT3-5D5 25 (12) -SDS 1/4" x 2" INTO GIRDER AND (4) 3/6" 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 N9 IMP50N HTT$ - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 51MP50N SET PDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 2 q 6IMP50N HT5MI6 - (8) IDd w/ (4)1/4x21/4 TITEN (TYP. 5YP FRAME TO MA50NRY K0. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C,M.U. ALL-AROUND) 10 SIMPSON HGT-2 (2 ply member) -(2)3/41' DIA. A.B. + 16-I0d EMBED A.B.2B SIMPSON MSTCM40 W/ (14)-16d SINKERS AND (10)" x 2" TITEN INTO MASONRY K0. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET 5CREW5 EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 2� SIMPSON M5TCM60 W/ (26)-16d SINKERS AND (14)" x 2" TITEN l l SIMPSON HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED 6CRM A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP60N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) NOTES: I. TRU55ES 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-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURP05ES ONLY. TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFE66IONAL ENGINEER TRU55 DE51 N NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERPE: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 IAT EACH TRU55) W/ (7)10d'x 1-1/2" (UN.O.) 2: ALL TWO STORY MA60NRY TO TRU65 CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. X. / 9) IDd x 1-1/2" (s#6EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED") (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON HIDA Wl (18) IDd x 1-1/2" OR 51MP60N HT520 W1(24) IDd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 51MP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M6TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY WAMMMIIII JOB NUMBER • CAD FILE NAME ISSUED 9Z002 358 REVISED LOT 154 TB 11-07-17 �•rrmn�i�nr�ruri��rrrr�rrr•rr 11� Vortex Engineering, LLC, 607 S Alexander St., Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 Paul D Kidwell, RE - I HEREBY CERTIFY THAT 1 HAVE REVIENED THE ATTA6HED DEVON, AND FIND IT TO BE IN COMPLIANCE KITH 5EGTION R301 OF THE FLORIDA BUILDING GORE, RE5IDENTIAL (5th EDITION) THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED G 5Tt2UGTURE ONLY c.n ..r b- z w a C) 0 L J csu:) DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OLIL7SMAR, FI.OR]DA 396T/ 813. 925.1300 TE[. 813. 925. 1800 5PF:CIr_ICArtI0N F=OR LEDGF:R5 (TWE FOLLOWING SHALL AI -P IFY U.N.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO FAX W W W.DAVLSHEWS.CAM TAMPA •DENVER AT LDWER 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 B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x S" A.B. AT 12" O.G. STAGGERED W/ SIMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 8D525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON 14U/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLE55 THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS G ORD HU/HUC28-2 OR HU/HUC28-3 MAY ee USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. 101916 WAMMMIIII JOB NUMBER • CAD FILE NAME ISSUED 9Z002 358 REVISED LOT 154 TB 11-07-17 �•rrmn�i�nr�ruri��rrrr�rrr•rr 11� Vortex Engineering, LLC, 607 S Alexander St., Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 Paul D Kidwell, RE - I HEREBY CERTIFY THAT 1 HAVE REVIENED THE ATTA6HED DEVON, AND FIND IT TO BE IN COMPLIANCE KITH 5EGTION R301 OF THE FLORIDA BUILDING GORE, RE5IDENTIAL (5th EDITION) THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED G 5Tt2UGTURE ONLY c.n ..r b- z w a C) 0 L J csu:) DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OLIL7SMAR, FI.OR]DA 396T/ 813. 925.1300 TE[. 813. 925. 1800 rrr.roinrrmnimr�.rwirim • TI TLE • TRUSS STRAPPING PLAN W/ EXT. LANAI TRADITIONAL ELEVATION "A" W/ LANAI TRUSS STRAPPING PLANSTR GARAGE LEFT • SHEET • FAX W W W.DAVLSHEWS.CAM TAMPA •DENVER --®�-a F.s1:1999k �[:21138 rrr.roinrrmnimr�.rwirim • TI TLE • TRUSS STRAPPING PLAN W/ EXT. LANAI TRADITIONAL ELEVATION "A" W/ LANAI TRUSS STRAPPING PLANSTR GARAGE LEFT • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALLY AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUPACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OP THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OP SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS a THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY 1" IANNBR WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED U61NG MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE POR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAR"I COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER f=ART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INPORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUPACTURER IS RESPONSIBLE FOR THE VALIDITY OP THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PERR MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORt IATION FOR APPLICABILITY OR ASA FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: •.. ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS. ARE TO. BE FRAMED 6 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM A 0VE GARAGE. ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/5" TYPE "X" DRYWALL A L FRAME GARAGE WALL5 TO BE 1/2" F_)iRYWALL. • 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 CEILINGS TO BE -1/6STUCCO OVER 15/32" OSB. ROOPING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT 5HINGLE5 SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. RSO5.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30" FELT (OR PEAL 4 STICK) INSTALLED PER MANUPACTURE SPECS * FBCR cJ05.2,1. • TILE UNDERLAYMENT- PEAL 8 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOP TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING, MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 61'X6"X3/S" STEEL ANGLE W/ 1/2" DIA. X 5" 6IMP50N TITEN HD ANCHORS 6 24" O.G. W/ 4" LAP AT9CUXEITHER LDNMLBS.R4RABKS • RAMEUSE S 5`X3/a SEEANGLE W3/SD A. X4 LAGSCREWe 12" OC / l,4F OR BRIC SUPPORT ON EITHER SIDE MINIMUM. ANGLE 61ZE PER B.I.A. 4 P.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINI5HE6 SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/45CE 5,45 APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/SONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS 5Y5TEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEPLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 8 ITS SUPPORT EXCEPT 45 NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, 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 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 6 REFERENCES: I.1, FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3, AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/A5CE 5). 1.3.1 THE MASONRY SOCIETY DIFECT DESIGN HANDBOOK FOR MASONRY STRICTURRES (TM5 403) 1.4. AMERICAN SOCIETY OP CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRICTURES (A6CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 8 ERECTION OF STRUCTURAL STEEL FOR BUILDIINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRJ55 PLATE INSTITUTE (TPI) LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FDR W= CONSTRICTION (NDS) LATEST EDITION. I.S. AMERICAN PLYWOOD ASSOCIATION DESIGN CCNSTRICTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF SURFACE LIVE: 20 FC -F ROCF SURFACE DEAD: 1 PSF FOR SHINGLE OR METAL, 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 P5F HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 PSP 22, FLOOR LOADING: GENERAL. LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 P9F 2.3. OTHER LOADING - GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -PILL: 50 PSP STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE 8301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOOR5, CONTACT ENGINEER FOR RECOMMENDATIONS, 2.5. WIND LOADING55E TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE 501L PRESSURE 15 ASSUMED TO BE 2,000 PSP AS PER TABLE R401.4.1 3.2, THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FORA MINIMUM ALLOWABLE SOIL BEARING PRIEE55URE OF 2000 PSP. 33, IT IS THE CONTRACTOR'S RE5PONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 41. OPERATION INSTALLATION 8 PROCEDURE TO CO`1PLY WITH ACI STANDARDS. 4.2. CONCRETE 8 MINIMUM COMB SSIVE STRENGTH Cr- 2500 psi S 28 DAYS (U.N.O.). 43. REINFORCEMENT RRE5AR5 ASTM A615 GRADE 60 (UXO.) 4.4. WELD WIRE FABRIC (WWF ASTM ,4185) or FIBER MESH PER ASTM 01116 TYPE III 4.13. USE 0.151-5Y VOLUME MINIMUM (1.5 L55 / CU YD) 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRICTION E MATERIALS SHALL CONFOJ' 1 TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRICTURES (AGI 530,1/ASCE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY O= CIVIL ENGINEERS, RESTON, VIRR5NIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS O= THESE CONTRACT DOCUMENTS, 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING 0= FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2, C,O" F RE551 VE STRENGTH REQUIREMENT 15 f'm =1500 P5. 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH A5TM 0416. GROUT SHALL BE 3000 PSI U.N.D. e HAVE A SLUMP RANGE OF V-11". 5.3. PRIDUCTS: 5.3.1. MORTAR MATERIALS 54ALL BE TYPE M OR 5 GRAY MORTAR 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CCNCFiETE MASONRY UNIT. 5,33. RREINFORC-EMENT, PRE-STRE:SSED TENDONS, 8 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 53.4. WELDED WIRE; PABRIC TO BE INSTALLED AS 5P CRED ON PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3.6, COATING FOR COR;CSION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. Pte -STRESSING ANCHORAGE, COUPLERS, a END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10, LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUIT5 ARE NOT APPLICABLE. 5.42. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECON MENDATION5 ONLY, UNLESS CLEARLY DELINEATED AS 1f;r=Q1D.11 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHO1,N ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TM5 402/ACI 530/ASCE 5. MASONRY C NITRROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/SI, HOWEVER ALTERNATIVE ACCEPTABLE CONTRROL JOINT TYPES INCLUDE '5TANDAIRD VERTICAL - UNKEYED CONTROL JOINT (3/69', AND 'MICHIGAN CONTROL JOIN7- 6. WOOD FRAMING: 61 DIMENSIONED LUMBER SHALL BE DRESSED 545, k SHALL BEAR THE GRADE STAMP OF THE MANUFACTURERS AS50GIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP, 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM Cr- 3 PLY 2x STUD S.Y.P. COLUMN5 TO BE INSTALLED a BEAM OR GIRDER M55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.32. NOT USED 63.3, NOT USED 6.3.4, ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER 6.35, INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE 5PACED 6 16" O.C. 4 5HALL BE 5,Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPI0NIENT5, 02 GRADE SHALL BE USED FOR, 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 1*2 GRADE OR BETTER MAY BE USED, ALL 4x MATERIAL MAY BE 12 GRADE U.N.O. 63.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 -s MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. AS SHOWN IN DRAWINGS. (0.3.9. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 8 SHALL BE FASTENED PER 10/53. BOTTOM PLATES SHALL BE 5.Y.P. INTERIOR BEARING COLUMNS TO HAVE 5.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 50001 TO BE CONTINUOUS THRU TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE 91_ESSURRE TREATED OR NATURAL DURABLE WOOD, 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN AC X)RDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PR=5ERvE5 INSTITUTE EQUALITY MAIC LP -2, 6.6. ALL SHEATHING TO BE SPAN RATED FOR A99ROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24" MAX. SPAN. 6.62. WALL: 1/16" MIN. THICK 5UPPORTED OVER 24" MAX SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MINI. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECO'1MENDATION5. 6.1. ALL NAILING 6 BOLTING 514ALL C01PLY WITH AMERICAN INSTITUTE OF TIMBER CON5TRUCTION R1=QUIi IENT5. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 5IMP5CN STRONG TIE CO., USP, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS 9;;�E5CR15ED B�' THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BC51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10. ALL WOOD FRAMING SHALL BE 1N 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 'O'/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. 6 24" O.C. OR TO WOOD FLOOR 6Y5TEM WITH (2) SIMPSON SD525600 6 24 O.C. MAX TO FLOOR TF US5ES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSGN HTS16 OR TO BLOCKING ABOVE 6 24" O.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE & ROOF DOWNSPOUTS SHALL DISCHARGE m LEAST V-0" FROM BUILDING SIDEW,ALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 5IDEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OP COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OP TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC PORMS. • MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 8 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OP COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIPICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT POR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING Dol 11 a -� Lw p z 0 FICATION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS (THE POLLOWING� SHALL APPLT UN.O.) 0 U.N.O.) ATTACH WINDOW THROUGH BUCK TO Qat LU • ALL 1/2" DIA. A.B. INTO THE TOP OF A MA50NRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x FALL SHALL HAVE A MINIMUM EMBEDMENT OF 5". momm m M • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY IF2x - ATTACH TO MASONRY w/ I/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5 ORS -S 12" O.C. w/ MAX. 6" FROM END OF BUCK . 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA, A.B. INTO THE TOP OP CONCRETE THICKENED SLABS SHALL TAT ION5 (THE FOLL-Q 1 G , _ APPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 1" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. HED DESIGN FOR ITS STRUCTURAL LIANCE WITH SECTION 8301 OF THE FLORIDA DRAWN MK/PDK • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 FOLIMI ING CODE, RESIpENTIAL 5TH ED., ANp IS NOT DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE ONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE R DRAFTING CRITERIA (I.E. - DIMENSIONS, NOTATION TO USE SAME. ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN IS THE RESPONSIBILITY E DESIGNER. 5PECIFICATION FOR LANDING5 4 5T,AIR CONSTRUCTION (THS 1=0LLOWING SHALL APPLY UN.p.)_ • ALL STRINGERS TO BE 2-2x12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N LSC HANGER. • STRINGERS RUNNING PARALLEL TO B SUPPORTED BY A WALL SHALL BE ATTACHED: •• 6 MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT S" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• 9 WOOD WITH (4) 0,131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) of IF STRINGERS ARE SUPPORTED IN TH15 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• CONC. W/ 4" DIA. X 3" TAPCONS 6 12" O.C. •• 6 WOOD ATTACH W1 0,131 X 321" NAILS AT 8" O.C. TO TRU55/J0I6T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X321" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 "2 SYP, MIN. e 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT INA BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING I5 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 ENE) JOIST WITH (3) 0.131X3' R.S. END NAILS AT EACH LANDING JOIST, 4 (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.G. MAX. ••• ° X 3" TAPCON5 6 8" O.C. STAGGERED -w MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 8 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE 8301.5 8 SECTION 8312, FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014)," ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF Q 10 SQFT + 28.8/-117.9 PSF © 20 SQFT + 26.7/- 109.8PSF © 50 SQFT + 22.5/- 100.1 PSF © 100 SQFT +20.4/-92.4 PSF WALL @ 10 SQFT + 50.0/- 67.0 PSF © 20 SQFT +46.6/-62.7 PSF © 50 SQFT + 44.9 /- 57.2 PSF © 100 SQFT + 42.4/- 55.5 PSF @ 500 SQFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6 /- 49.7 PSF 10' WIDTH + 43.9/- 49.2 PSF 12' WIDTH + 43.2/- 48.6 PSF 16'+ WIDTH + 42.2 /- 47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 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 CHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLF-55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS ellllil�� BY C? w •0 •• z4 t *R- "; N_ I Fe Dol 11 a -� Lw p z 0 Nz = z � � 1L Qat LU a� momm m M DATE 08-3047 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Notes 5heet number: N1 141-30 °\ PRE- ENGINEERED WOOD GRADE 60 TRU55E5 a 24" O/C BEND DIA AFTER 12 LAP SPLICE UPLIFT CONNECTOR (SEE TRU55 LENGTH ITYP.) 5EE ELEV. SHEET FOR SCHEDULE) PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THE5E SIMPSON 6P2 Q EA.STUD BII GII 1/16" APA RATED SHEATHIN ll SEE SCHEDULE FOR DOUBLE "2X" •• a • FASTENING S.P.F. TOP 17/8 PLATE °\ GRADE 40 GRADE 60 BAR SIZE BEND DIA AFTER LENGTH LAP SPLICE / '•d °\ LENGTH LAP SPLICE PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THE5E PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, BII GII D11 ll BII GII •• a • "3 17/8 41/4 1 15 21/4" 41/4 91/4 % 04 21/2 55/5 91/2 �,.. 3" tz 24 "5 31/8 1 11 3/4 25 3 3/4" -�• a ea I°,1I U A. V . 0031_.32--11//22u 04=2-1/2 4 1/2" 8-1/16 18 1/2 36 *1 43/6 1113/1(0 16 1/2 05=2-1/2 • 46. 311 5 1/4" 11 213/4 42 "8 - - - '. d d /\dIS, 48 b d A n 'L 10" 14.06 31 60 a. >L 11" 15.46 341/4 (06 DRAWN MK/PDK JOB - ' . d .j LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 10" MIN. —<.O. CMU BOND BEAM EMBED ACI 5TD, KOOK IN BOND BM. ` 15 BAR VERTICAL WALL REINF. *; '• ., GROUT CELLS 5OLI1D SEE PLAN " FOR LOCATIONS 5 DOWELS SEE PLAN FOR <. LOCATION LAP 25" MIN. .f CLEAN OUT J, 0'-0" FIN15HED w� EMBED ACI ,. 4,1t FLOOR 5TD. KOOK IN 2X4 PT 5TUD5 a 16 O.C. OR •�;.' FOOTING 51=1= FOUNDATION FOOTING f' • ° (1)2X4 PT STUD f 24" CRICKET AS O.C, REQUIRED UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER NIP - --CARRIER/GIRDER TRU55 = _ SIMP50N 51=I EA, STUD ' \--MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. Q 24" D.C. UPLIFT CONNECTOR (SEE SCHEDULE) 5IMP50N META20 'a EA.STUD MOISTURE BARRIER 8"X0"X16" KO. BLOCK WA 05 CON . ...�. (PS VERT. IN CONCPILLED CELL 4 FILLED W/2500 PSI GROUT W/ 5TD, 90° HOOK IN K.O. BLOCK �ATc 0 D "AT NOTE:x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Masonryall Detail (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 S 1 SCALE: NTS REQUIRED LAP 5PLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCNE5) GRADE 40 GRADE 60 BAR SIZE BEND DIA AFTER LENGTH LAP SPLICE BEND DIAMETER IAil A LENGTH LAP SPLICE PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THE5E PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, BII GII D11 ll BII GII •• a • "3 17/8 41/4 1 15 21/4" 41/4 91/4 18 04 21/2 55/5 91/2 20 3" 55/8 121/2 24 "5 31/8 1 11 3/4 25 3 3/4" 1 15 1/2 30 "6 3 3/4 S 1/16 14 30 4 1/2" 8-1/16 18 1/2 36 *1 43/6 1113/1(0 16 1/2 35 5 1/4" 11 213/4 42 "8 - - - - 8" 1 11.25 243/4 48 9" 12.66 28 54 10" 14.06 31 60 >L 11" 15.46 341/4 (06 .e •l: y .. ...°. ,� PLAN FOR SIZES 4 MORE INFO, d d• .. y ii r-L-,�Masonry Wall Reinforced Cell Detail $_1 SCALE: NTS 10" MIN. 8x8 iCUM BOND BEAM w/ 1- 05 BAR CONT. a PRE-ENGINEERED CONC. LINTEL w/ 1- 05 BAR CONT. F' EMBED ACI STD. HOOK IN •5 BAR VERTICAL WALL REINF. BOND BM. FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF FOR LOCAtOLID SSE PLAN ION TRUSS TOP PLATE 5PH4 CONNECTORS SHOWN, BRG TRU55 BRG, FOR WALLS LARGER THAN I Rebar Lap,Embedment &Hook Schedule 2X8, USE BIMP50N 5P1'5 ON a ii $.1 SCALE: NTS LA SEE PN SEE PLAN J BOLT W/ NUT 4 WASHER (REFER TO EACH SIDE OF STUD TO NOTE. BOTTOM PLATE 4 51MP50N DOOR MANUFACTURERS INSTALLATION ° '' "5 DOWELS SEE PLAN FOR C LEGENI) REGARDLE55 5P2'5 ON EACH 51DE OF "5 VERT. WALL INSTRUCTIONS FOR SPACING SIZE) NOTE: LOCATION LAP 25" MIN. STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT 2x6 WALLS USE 5PH6 SHOWN ON " CELLS SOLID 2x6 P.T. JAMB WALL TO TOP PLATE w/ U.N.O. UPLIFT CONNECTOR CONNECTORS IN LIEU OF EMBED ACI CLEAN OUT (SEE PLAN FOR PLANS, WALLS 51MP50N 5PH4 w/ a (SEE TRU55 SHEET 5PH4 CONNECTORS SHOWN. STD. HOOK IN INTERIOR LOAD THAT SUPPORT SEE TRU55 SHEET FOR • NOTE: AT 2x8 WALLS USE 5PN8 BEARING WALL SIZE) 5YP 2x4 MIN. 12-IOd NAILS ADDITIONAL STRAPPING 4 FOR SCHEDULE) FOOTING STUDS 16" O/C ROOF TRUSSES COLUMNS a NOTWITHSTANDING MANUFACTURER 5 CONNECTORS IN LIEU OF 0'-0" FINISHED (W/O UPLIFT) FLOOR EITHER SPECIFICATIONS, JAMB SHALL BE 2x6 ____----- 6PH4 CONNECTORS SHOWN. ;� � ... . ' •. . DIRECTLY OR STUD BEARING WALL (SEE MIN, 4 SHALL BE ATTACHED TO THE DBL, TOP PLATE (1) SIMPSON SPH4 W/(12) lad FOR WALLS LARGER THAN " GARAGE TO •,, . d ':.... ." •. : , ' INDIRECTLY FOOTING SEE FOUNDATION PLAN ARE TO BE PLAN FOR SIZE) SYP 2x4 MIN. A.B. ATR4� O.CCSTARTINC/9 plgXx 8" COMMON NAILS EA. STUD 2x8, USE 51MP50N BPI'S ON • .' FOR SIZES 4 MORE INFO, o HOUSE WALLS, , GARAGE TO INSULATE PER STUDS 16 O/C I/2 GYP, BOARD EACH SIDE OF STUD TO ;°' ,• 4:' 1/2" DIA. x 8" HOUSE WALLS, BUILT AS 6 24" TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WA5NER5 I/2" GYP, BOARD BOTTOM PLATE 4 SIMPSON •' "' CALLS/SPECS 1/2 DIA. x 8 TITAN Np TITEN ND 48" INSULATE PER BEARING WALL C.C.FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN, AT EACH BOLT LOCATION. TRACK # 5P2'5 ON EACH SIDE OF O.C, MAX (SEE CALLS/SPECS W/UPLIFT 5PEC5. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 1 5TUD5 6 16 O.C. STUD TO TDP PLATE5. • •.'d ' .' ; 1500 LBS. ON EACH TRU55 FOUNDATION (1) SIMPSON SPH4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE 5PECIFICATION5 SECURE PLATE W/ 10" 1/2" DIA. UN,O." PLAN FOR w/ 12-I0d NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. 5TANDARD5, MORE STRINGENT aoor men J BOLTS 4 WASHERS 6 2 -0 INSULATION OR PER ENERGY Masonr Column Lanai/Entr Detail LOCATION OR 5TUD (STRAP OR EXCEPTIONS) G Gara DAttacht Detail CRITERIA PROVIDED BY THE GARAGE D.G. (MAX.) CENTERED ON WALL. CALCS./5PEC5. N EXCEPTIONS) NEEDED ONLY S 1 SCALE: NTS DDDR MANUFACTURER SHALL (REFER TO FIND 4 FLR PLN FOR S 1 SCALE: NTS PT BOTTOM PLATE WALL TNICKNE55) CONT. 2X PT 50LE PLATE 0-0 W/ROOF UPLIFT) PT BOTTOM PLATE CONTROL. UN.O. OL d m , y0, a " . a' $' �'-O" D5L 5YP TOP PLATE (1) SIMPSON 5PH4 W/(12) 10d 05 BAR TRAN51TION = 4"CONC, SLAB. SEE COMMON NAILS EA, STUD z STEEL ACI 5TD. -I_ ' d - - ° FOR WOOD FRAME WALL TO FOUND. PLAN FOR NOOK (TYP) A. ° -I— FOOTING SEE I i FOOTING SEE N K.O.CMU BOND I_ �- - FOUNDATION PLAN MA50NRY ATTACHMENTS THAT MORE INFO. w .. i` I- FOUNDATION PLAN FOR I = I=III`' EL V 0'-0" TOP OF SLAB 0 BEAM III I SIZES 4 MORE INFO, FOR SIZES MORE OCCUR A LINTEL USE 1/2 x 6 5P4 tv TOP — ' INFO. THREADED ROD SET IN .. • . �., ... • ... ...:. y.: Load Brn Interior Stud Part. Detail rc Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. Ll - - - - ' U- S 1 SCALE: NTS ' ' VERT. WALL REINF. S-1 SCALE: NTS With U pl Ift 2 X 5.Y.P. 5TUD5 16" O.C.- U,N,O. ; y �' SEE FOUND. PLAN 4 .. + ' u1 FOOTING SEE )Without Uplift � FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. LOAD BEARING OR _ 5IZE5 4 MORE INFO, EXTERIOR WALL -2 X STUD 195io MODIFIED PROCTOR PER ASTM D1557) BAR RTR �NSDITION SHINGLE /TILE ROOF -SEE ELEVATION PRE ENGINEERED WID HOOK (TYP) PAGES FOR MORE INFO, FASTENING TO BE A5 12 TRU55 a 24" O.G. ��Garage PER MANUFACTURERS SPECIFICATIONS. (TY )SEE 10" x 1/2" DIA "J" a G. M. U. Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. � ELEV. S-1 SCALE: NTS DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALC5. BOLTS WASHERS 1 x P.T.STUD W/ Uplift INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) N 05 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.2.7. TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR p Mason Transition Detail (4) IOd NAILS S 1 SCALE: NTS BRNG WALL • TITEN HD TRU55 INTO DBL NOTE: ELEVATION VARIES " REGARDLESS OF ANY OTHER NOTE, ALL TOP OF MASONRY SEE 5YP LUMBER TO BE 1 OR BETTER TITEN ND 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FASCIA LE55 THAN 5'-0" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF I/2 GYP. BOARD TYP, SEE NOTE ON N -I ELEVATION PAGES FOR " EXTERIOR FINISH d • $ UJITN UPLIFT. ' . (SEE ELEVATIONS) 1/2" GYP. BOARD GI=LL TO BE FULLY ° PAGE FOR GARAGE 50FFIT/FASCfA DETAIL ° ., ° ° SECURE PLATE W/ 10" 1/2 GROUTED °' �� ° •. d .. A APPLICATION -. �_ - T..- . ' BOLTS 4 GRADE DIA. J : VARIES SEE ROOF PLAN ; ° • , p • '' o' s WASHERS 6 4'-0" O.C, ° " 8"x8" K.O. CMU BOND BM. w/ I - �5 BAR ° °. ° =1R (MAX.) CENTERED ON 2X S.Y.P. #1 STUDS 16"O.C• DRILL 4 EPDXY (U 51MP50N SPN4 ° ° . ° ° y p , ° ° �. ° — — = WALL. (REFER TO FND INTO LINTEL/BOND �'' ' ° •OT MISSING DOWELS: WHERE FOOTING 1x2 PT NAILER CONT, (MIN LAP = 25) GROUT CELLS TYP. od : ; , FLR PLN FOR WALL 4 ' � °� � — — INSULATION OR PER ENERGY OR GIP BEAM I/2" DRYWALL SOLID -VERIFY W/ FLOOR PLAN. "' _ = THICKNESS) CALCS./5PEC5, ABOVE WITH DOES RE PLACED INCORRECTLY ° °� ° OR M1 AKPROPELI LOCATION ELIMINATED, REPLACE VERT. WALL REINF. 8x8 PRECAST CONCRETE LINTEL - — _ MINIMUM CONT. 2X PT SOLE PLATE EMBEDMENT OF 5 WINDOW OPENINGS SEE LR PL 4"CONC. 5LAB. USE SIMPSON SET GRADE 60 "5 BAR. INSTALL IN SLAB EMBED ACI 5TD. NOOK FOOTING SEE A. °' W/ 5" MINIMUM EMBEDMENT USE IN BOND BM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — — _ — _ — _ I-- I SEE FOUND. PLAN NIGH STRENGTH J 51MP50N SET EPDXY. MAXIMUM OF 3 FOR MORE INFO. EPDXY SIZES 4 MORE INFO, — _ _ _ _ — I IN A ROW VOR 10 TOTAL ON A PRECAST LONG SILL — — — -- ELkV 0 -O TOP OF BLAB _ _ d '. PROJECT WITHOUT WRITTEN APPROVAL. CURTAIN NAILER PT Ix4 WINDOWS 5-G.D. 5 BAR VERT. WALL REINF. CONT. NOTE: - - - - - - - :�' ". • MISSING TRUSS ANCHORS: TRUSSES Q " TO BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS s _ ' •�`� ICARE PLACED CH THAT AN HOOK 6" IN BOND BEAM. GROUT 5EE FOUND. PLAN WINDOW W/ SCREEN USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE ::', •'..,,•'•' `' � EMBEDMENT ANCHOR IS MISPLACED CELLS SOLID. 2x8, USE 51MP50N SPl'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON w FOUNDATION PLAN ' ` DRILL 4 EPDXY OR MISSING MAY FASTENED TO THE (WHERE APPLICABLE) w r �' '•' MINIMUM EMBEDMENT EACH SIDE OF STUD TO TOP PLATES. U.N.D.° FOR SIZES a MORE CLEAN 4 COMPACTED BOIL. u MASONRY BOND BEAM USING ONE 1x2 PT FIR STRIP 24 O.G. 8"x16" C.M.U. PER A5TM C-90 (TYP.) INFO. 5 SIMPSON SET D 51MP50N HTSM16, MAX. CAP 15 1115 # FM=193rD P.5.1. (MIN.) W/ TYPE M OR (95%o MODIFIED PROCTOR PER ASTM D1551) EPDXY MAXIMUM OF 5 IN A ROW 10 TOTAL 5 MORTAR PER ASTM C-210 Gara a Wall Section Brn Wall lx4 PT BASE NAILER K °• . � WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" 51MP50N N3 w/ 8-8d S 1 SCALE: NTS - INSUL. PER CALCS. 4 5PEC5 TITEN Np 24" NAILS FASTEN TO TOP 4 W/O Uplift EXI5TING MASONRY d . 4"GONG. SLAB. SEE O.C. BOTTOM PLATE PLUS BOND BEAM OR FOUND. PLANHORIZ. BLOCKING 48 2X STUDS I SLAB ELEV-0'-0` TOP OF SLAB REINFORCED CELL O.C. 1/2" GYP. BOARD 24"O,C. �j FOOTING SEE - e. - 2x4 PT PLATE SECURE PLATE W/ FOUNDATION PLAN FOR HILTI CF62 POWDER INSULATION OR SIZES 4 MORE INFO. ACTUATED PINS - 5/8 GEMENTITIOUS FINISH PER • PER ENERGY o T ical Ext. Masonry Wall Section FBCR -103.6 48 O.C. OR EQUAL CALCS./SPECS, Q TYP. Retrofit Vert. Dowel Detail CONT. 2X PT SOLE S-1 SCALE: NTS S 1 SCALE: NTS 4"CONC. 5LAB, SEE PLATE FOUND. PLAN FOR MORE INFO, CMU WALL-5EE PRE -FORMED CONTROL JOINT M1551NG ANCHOR BOLTS AT BEARING WALL: ELEV 0'-0" TOP OF 5LAB PLAN 4 •' :..:• ". •... TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: ZCl - - - '_'� _ ;:: • "' .' Q-5 VERT, CORNER 5EE N-1 FOR 1. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN ND ANCHORS SPACED A MAXIMUM OF 24" O.G. w _ - • ADDITIONAL/ALTERNATE w r' ' . —' -� CELL FILLED W/ �. SEE FOUND. PLAN PARAMETERS, INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: cn N CONCRETE FOOTING SEE I, 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 3/8 VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY SIZES 4 MORE INFO. (S5% MODIFIED PROCTOR PER A5TM D155�) BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK LOADS 5 LAP CONT. S EXPOSED FACE . Garage Wall Section Non-Brn . 25" LAP Wood Frame To MasonryAttachment Detail $1 SCALE:NTS E Example CMU Wall Control Joint Detail SCALE: NTS R Corner Continuity Detail S - S.11 SCALE: N.T.S. Brng Wall Only S 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLAN5, REGARDLESS 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, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THE5E PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY •• a • dZ dNN 9, • •` P"4 0 114, 1 ' z � Z LU 0 � 6�s8 iiN3z > �L �J < u � LI J � LU WIN ON ON WNW NNW TO 0 U, 0 >L DATE 00-3047 SCALE NOTED DRAWN MK/PDK JOB - 'Sheet content: 14 Structural Details Sheet number: 51 51MP50N MT510 EACH TRU55 DORMER ROOF BY TRUSS MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING V I LSIMP50N L5TA12 EACH WITH 4-16D COM V l� STUD OR EQUIV. TOENAILS 6 EACH END I>< ROOF TRU55 BY ROOF TRUSS MANUF, TYP. LOAD BEARING WALL CONST. 2"x4" a 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) Dormer Knee Wall Attachment Detail PRE -ENG. WOOD RC TRUSSES SEE TRU55 1/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAP FASTEN EA. 5TUD NOTE: 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS 6 EACH STUDS �50N PRE-ENGINEERED U, OR WOOD ROOF IN. TRU55E5 PLYWOOD TO 2x8 LEDGER W/ EXTEND TO 4-0.131 x 31/2'' R.5. INTERIOR BOTTOM OF WALL NAILS -8 EACH AREA FLOOR TRUSS 2x8 LEDGER W/ (FIELD VERIFY 4-0,131 x 3 1/2" WITH TRU55 R.S. NAILS 0 LAYOUT EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRU55 rG_'�TYPical Ledger Detail S-2 SCALE: NTS SEE TRUSS SHEET 2x TOP PLATT= FOR STRAPPING CONT.F 1/16" MIN. A.P.A. RATED 6HG. HANGER TO BE 51MP50N LU5, L5U, OR L55U MIN. INTERIOR AREA E TRU55 SHEET R STRAPPING TO TOP PLATE w/ AT 2x6 WALLS USE PRE-ENGINEERED PRE-ENGINEERED 6IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING PANEL EDGES w/ (3) 16d TOENAILS EA. END 51MP60N SPI w/ 10-106 NAILS EA. STUD FOR STUDS BELOW HDR. (2)11 51MP50N SP4 w/11 6-106x1 1/2 NAILS EA, STUD INSTALL 1/2 X 6 SCALE: NTS F ROOF TRUSS. 2X -S 16" Q.C. 2x8 LEDGER W>' SHOULD BE MIN, 2500 PSI.. 5U55TITUTION x 3 I/2" PLYWOOD 0 R.5, NAILS -81 N EXTEND PAST FLOOR TRUSSES EACH STUDS EACH PRE -ENG. WOOD 0 L F1 nnR TRIIASPS FRAMING. IF 2X THEN �50N PRE-ENGINEERED U, OR WOOD ROOF IN. TRU55E5 PLYWOOD TO 2x8 LEDGER W/ EXTEND TO 4-0.131 x 31/2'' R.5. INTERIOR BOTTOM OF WALL NAILS -8 EACH AREA FLOOR TRUSS 2x8 LEDGER W/ (FIELD VERIFY 4-0,131 x 3 1/2" WITH TRU55 R.S. NAILS 0 LAYOUT EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRU55 rG_'�TYPical Ledger Detail S-2 SCALE: NTS SEE TRUSS SHEET 2x TOP PLATT= FOR STRAPPING CONT.F 1/16" MIN. A.P.A. RATED 6HG. HANGER TO BE 51MP50N LU5, L5U, OR L55U MIN. INTERIOR AREA E TRU55 SHEET R STRAPPING TO TOP PLATE w/ AT 2x6 WALLS USE PRE-ENGINEERED PRE-ENGINEERED 6IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING PANEL EDGES w/ (3) 16d TOENAILS EA. END 51MP60N SPI w/ 10-106 NAILS EA. STUD FOR STUDS BELOW HDR. (2)11 51MP50N SP4 w/11 6-106x1 1/2 NAILS EA, STUD INSTALL 1/2 X 6 TITEN ND BOLTS F ROOF TRUSS. 2X -S 16" Q.C. •. NOTE : THE 5TRENCTHI OF THE CONCRETE SHOULD BE MIN, 2500 PSI.. 5U55TITUTION ROOF TRUSS. THREADED ROD • FOUNDATION PACE CEILING BOARD PER BUCK TO CMU/ WOOD L 0 L - . FRAMING. IF 2X THEN IN SIMPSON SET c — ATTACH TO 2X BUCK. 2x BOTTPLATE . 2X4 BLOCKING w/ 3-0.131 x 3 I/2" RS. NOTE: "AT 2x6 WALLS USE 5PH6 PRECAST EPDXY 'S 2'-0'' TOENAILS CONNECTORS IN LIEU OF SPECIFICATIONS CONT, PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 O.G. (MAX) CONNECTORS IN MEMBERS OR DIRECTLY TO CMU/WOOD CONNECTORS IN LIEU OF w/ 1/4"x 3" TAPCON5 's Floor Truss To Girder Connection CENTERED ON LINTEL. SEE l WALL. Structural Kneewal CMU WALL - SEE 2X PT I FLOOR PLAN FOR BOTTOM I3 MORE INFO. PLATE - S_2 SCALE: NTS BUCK ATTACHMENT.) 2X BEARING WALL W/ POINTS. FLOOR PLAN CONNECTORS STUDS a 16" O.C. 5P2'5 ON EACH SIDE OF PER MANUFACTURER'S 7/16 APA RATED OPENING VARIATIONS. MIN. 2X BUCK FOR PRI= -ENGINEERS FLOOR TRUSS �� WOOD SHEATHING FOR MORE INFO. SHOWN, FOR WALLS 166 6" O.G. 2x8 PT VERTICAL (ABV) WALL TO BE ATTACHED 2x6 SOLID BLOCKING W/ PROHIBITS 2X THICKNESS -8 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX RELATIVE TO NUMBER OF REQUIRED BUCK, WITH 2X BUCK EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE 3-0.131 x 31/2" TOENAILS DATE 00-30-17 MIN. 1-1/4" EMBEDMENT. LARGER THAN 2x8, JOB EA. END 1/4"X 3 1/2" 2 X 4 RIBBON WALL ABOVE ARCH NECE66ARY ONLY PER NOTE: USE SIMPSON 5P1'5 OPENING VARIATIONS. MIN, 2X BUCK FOR ATTACHED TO EACH WINDOW/SHEATHING ATTACHMENT 6 MA50NRY 5CREW TOP/51DES OF ARCH OPENING. IF ARCH TOP FLOOR JOIST WITH 3-0.131 "TYPICAL AT ON EACH SIDE OF POCKET ARCH, USE DIRECT ATTACHMENT TO x 31/2" NAILS CMU/WOOD FRAMING, WITH OR WITHOUT IX a 811 O.C. BUCK, WITH 2X BUCK 'a EACH SIDE TO 51MP50N C516 EA. STUD ALL LOAD STUD TO BOTTOM SLIDING TO BASE OF 2X4 MIN, 1-1/4" EMBEDMENT, RIBBON BELOW SIMPSO HETA20 .CA. "' REFER TO TYPICAL 2 -STORY WALL PLATE 51MP50N DOOR, 5ECTION FOR INFORMATION NOT 0,131 x 3 I/2" CMU WALL SHOWN COMPONENTS, #1 5P2'5 ON EACH rD Cantilevered Floor Truss Over Wall 2X4 RAT RUN BRACING 6 4 O.G. ON TOP c BOTT. CHORC FOR 4 TRU55 5PAN5 ATTACHED W/ 3-0.131 x 3 1/2' R.5. -S EA. TRI. JOINT M45ONRY W SCALE: NTS 2X4 CRO55 BRACING 6 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU56 SPANS WOOD TRUSSES 2X4 BLOCKING 6 24" O/C W/ 3-0.131 x 3 1/2" R.5. TOENAILS 3 EA, END 11/2'" HIGH STRENGTH OR 5/8" GYP. THETA 12 8 24"O.C. 2x FRAME WALL - 5PH6 CONNECTOR5 TITEN ND BOLTS F ROOF TRUSS. 2X -S 16" Q.C. •. NOTE : THE 5TRENCTHI OF THE CONCRETE SHOULD BE MIN, 2500 PSI.. 5U55TITUTION ROOF TRUSS. IN LIEU OF 5PH4 • FOUNDATION PACE CEILING BOARD PER BUCK TO CMU/ WOOD L 0 L - . FRAMING. IF 2X THEN CONNECTORS SHOWN. AT 2x8 c — ATTACH TO 2X BUCK. 2x BOTTPLATE . 2X4 BLOCKING w/ 3-0.131 x 3 I/2" RS. NOTE: "AT 2x6 WALLS USE 5PH6 PRECAST WALLS USE 5PH8 TOENAILS CONNECTORS IN LIEU OF SPECIFICATIONS CONT, PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONCRETE CONNECTORS IN MEMBERS OR DIRECTLY TO CMU/WOOD CONNECTORS IN LIEU OF w/ 1/4"x 3" TAPCON5 's Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN LINTEL. SEE LIEU OF 5PH4 2x8, USE 51MP50N 5P1'5 ON (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) 5PEC5 GIVEN IN THI5 DETAIL. 2X TO 2X POINTS. FLOOR PLAN CONNECTORS 5P2'5 ON EACH SIDE OF PER MANUFACTURER'S SPECIFICATIONS OPENING VARIATIONS. MIN. 2X BUCK FOR STUD TO TOP PLATES. WINDOW/SHEATHING ATTACHMENT 6 FOR MORE INFO. SHOWN, FOR WALLS 166 6" O.G. 2x8 PT VERTICAL (ABV) WALL TO BE ATTACHED PROHIBITS 2X THICKNESS -8 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX RELATIVE TO NUMBER OF REQUIRED BUCK, WITH 2X BUCK EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE ATTACHMENT POINTS PER MANUFACTURER. 2X DATE 00-30-17 MIN. 1-1/4" EMBEDMENT. LARGER THAN 2x8, JOB SPECS GIVEN IN THI5 DETAIL. 2X TO 2X 1/4"X 3 1/2" WALL ABOVE ARCH NECE66ARY ONLY PER NOTE: USE SIMPSON 5P1'5 OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 6 MA50NRY 5CREW TOP/51DES OF ARCH OPENING. IF ARCH TOP "TYPICAL AT ON EACH SIDE OF POCKET ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX a 811 O.C. BUCK, WITH 2X BUCK 'a EACH SIDE TO ALL LOAD STUD TO BOTTOM SLIDING MIN, 1-1/4" EMBEDMENT, BEARING 5YP. PLATE 51MP50N DOOR, PRECAST 0,131 x 3 I/2" COMPONENTS, #1 5P2'5 ON EACH CONCRETE -0 4" O.C. GRADE SHALL 51DE OF STUD TO LINTEL. SEE BE USED FOR TOP PLATE5. U.N.O." FLOOR PLAN POCKET 2x4, FOR 2x FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, 02 GRADE OR BETTER MAY BE USED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE #2 GRADE. PLAN FOR 4"GONG SLAB. PLAN FOR U.N.O." SIZES MORE SEE FOUND. 51ZE5 4 MORE 4"CONC. SLAB. INFO. PLAN INFO. SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC, 4" CONC. SLAB ° SLAB a .. ° .. 44W 7 '° a •d '°4F a °.e ,S -ENGINEERED a. .°'-.e' FLOOR TRUSS III CMU Lintel Pkt. Slider DetailI Wood Frame Pkt. Slider Detail H $_2 SCALE: NTS S 2 SCALE: NTS SEE FLR PLN FOR HDR. SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER 51MPSON SPH4 w/ 6-106 4 WHERE THE HEADER IS NOT FULL 5'-0" (l) 6IMP60N C516 OR (1) NAI S E OVER " OI C, (CANWIDTH OF THE WALL, ADD 2x PAD \ MSTA24 w/ 22-10d NAILS - CENTER ON HEADER U.N.O. 111 BLOCKING 16 O.G. RIPPED DOWN SUFFICIENT TO FLUSH THE HEADER TO `---51MP50N HT51b e EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF �— TYP. LOAD STUDS) (U.N.0) THE SPH CONNECTORS ABOVE THE HEADER 4 FOR THE PROPER - BEARING WALL IN5TALL4TION OF THE CRIPPLE WIUPLIFT STRAPPING. AT 2x6 WALLS USE SPH6 IN FOR ROUGH OPENINGS OVER LIEU OF 5PH4, AT 2x8 WALLS USE SPHS 5'-0" USE (2) SIMPSON 0516 IN LIEU OF 51-1-14, FOR WIDER WALLS USE OR (2) MSTA24 (U.N.0) SIMPSON - SIMPSON G516 IN AN SPH CONFIGURATION, ATTACH D E DSR ING 2x KING STUD TO MIN. U.N.O." SPECIFICATION FOR KINGS 4 CRIPPLES WHEN NECESSARY TO MAINTAIN PROPER 7iAIL O I G APPY ..O. CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING IT IS ACCEPTABLE 2X4 RAT RUN AT OPENINGS UP TO 3'-6" ll) TO UPSET THE HEADER SUCH THAT ONE BRACING ID 48" CRIPPLE 4 (U KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C. ON TOP EACH SIDE OF THE HEADER. . AT OPENINGS 3'-6" TO 5'-2" IN ELIMINATED TO MAINTAIN THE FULL SHEATHING m 3" DEPTH HEADER SPECIFIED IN THE PLAN OF BOTT. CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE of THE O.G. ALL AROUND SET IT IS NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER TRUSS SPANS HEADER, WITHOUT WRITTEN PERMISSION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R WHEN THE TOP PLATE IS 2-166 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE 6PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRUSS CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL.HEADER, SIMP50N A34 TON SECOND FLOG FOR ROU H OPENINGS UNDER 5 -0 ONLY (1) SIMP60N CONNECTOR CS16 SPAN FLOOR SYS. TO W/4-86 X 1 1/2" (ON GONG. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET 4 4-56 X I I/2" EPDXY 4 (18) 166 NAILS (ON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OVER �5'-0" ONLY (1) SIMPSON HTT4 W/ (1)�/B_ALLREAD ROD SET IN WALLS WITH M UPLIFT, STRAPPING MAY SIMPSON SET EPDXY 4 (18) 166 NAILS 55 ELIMINATED, UNLESS EMBED A,5,51' (MIN.) INTO MASONRY K.O. BLOCK SET OR 5IMPSON M5TCM60 IF OTHERWISE NOTED FILLED CELL OCCURS BELOW ri-_Jyp. Header Detail S-2 SCALE: NTS SIMPSON 435 ANGLE W/ 12-86X 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS—� 16" O.G. SIMPSON 5PH4 EA. STUD PRE-ENGINEERED — FLOOR J015T REFER TO TYPICAL 2-6TOR WALL SECTION FOR INFORMATION NOT SHOWN 1/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 0 12" O.G. WITH MAX, 6" FROM END OF MEMBER -S MA5. OPENINGS. 2X MEMBERS ATTACHED W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. WITH 1/2" ANCHOR BOLT '@ 24" O.C. TYP, 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITHGeneral Irregular Window Attachment 1/4" x 2-1/4" TAPCON e 12" O.C. OR PER MANUFACT. M SPECS. S2 CMU WALL BELOW SIMPSON C516 Q CORNER 6 16" O.G. HORIZONTALLY Lv.Non-Brn . Mitered Glass Framing Detail S-2 I -If SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS 's EA. G NAIL PECS J II BOLT fi;,DEFL,ACEi IENT GH AfRl: TITEN ND BOLTS F IF IX THEN ATTACH THE REVERSE 15 NOT APPLICABLE. FOR FR.4"IE TO 5LA5 APPLICATION ONLY. •. NOTE : THE 5TRENCTHI OF THE CONCRETE SHOULD BE MIN, 2500 PSI.. 5U55TITUTION WINDOW THROUGH X 4 • FOUNDATION PACE CEILING BOARD PER BUCK TO CMU/ WOOD L 0 L ARCH. PLANS FRAMING. IF 2X THEN c — ATTACH TO 2X BUCK. HT -516 W/ 16-106 EA. TRUSS TO 2X4 BLOCKING w/ 3-0.131 x 3 I/2" RS. NOTE: "AT 2x6 WALLS USE 5PH6 2X TO 2X BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF SPECIFICATIONS HANGER PER TRUSS MANUFACTURER PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 IF 2X ATTACH TO CMU. MEMBERS OR DIRECTLY TO CMU/WOOD CONNECTORS IN LIEU OF w/ 1/4"x 3" TAPCON5 's Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6" FROM END OF BUCK. K $-2 2x8, USE 51MP50N 5P1'5 ON (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) 5PEC5 GIVEN IN THI5 DETAIL. 2X TO 2X POINTS. BOTTOM PLATE 4 SIMPSON ATTACHMENT TO BE 51MP50N A35. KNEE 5P2'5 ON EACH SIDE OF PER MANUFACTURER'S SPECIFICATIONS OPENING VARIATIONS. MIN. 2X BUCK FOR STUD TO TOP PLATES. WINDOW/SHEATHING ATTACHMENT 6 MEMBERS OR DIRECTLY TO CMU/WOOD U.N.O." TOP/51DE5 OF ARCH OPENING. IF ARCH TOP 2x8 PT VERTICAL (ABV) WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT '@ 24" O.C. TYP, 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITHGeneral Irregular Window Attachment 1/4" x 2-1/4" TAPCON e 12" O.C. OR PER MANUFACT. M SPECS. S2 CMU WALL BELOW SIMPSON C516 Q CORNER 6 16" O.G. HORIZONTALLY Lv.Non-Brn . Mitered Glass Framing Detail S-2 I -If SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS 's EA. G NAIL PECS J II BOLT fi;,DEFL,ACEi IENT GH AfRl: TITEN ND BOLTS F I- THE REVERSE 15 NOT APPLICABLE. FOR FR.4"IE TO 5LA5 APPLICATION ONLY. •. NOTE : THE 5TRENCTHI OF THE CONCRETE SHOULD BE MIN, 2500 PSI.. 5U55TITUTION Or- "J" 5OL.T5 WITH X 4 • FOUNDATION PACE TAKES PRECEDENCE. 5/8" x 5" EMBED L 0 L L L J c — t 3 ° 7 SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS s <oe -I WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD 00 FRAMING ONLY. NUMBER OF DIAD. MEMBERS a RELATIVE TO NUMBER OF REQUIRED 51MP50N A35 ATTACHMENT POINTS PER MANUFACTURER. 2X ALL 2X TO 2X 5UCK5 TO BE ATTACHED TO CMU PER CONNECTION 5PEC5 GIVEN IN THI5 DETAIL. 2X TO 2X POINTS. ATTACHMENT TO BE 51MP50N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER PER MANUFACTURER'S SPECIFICATIONS OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW ATTACHMENT POINTS TO 2X WINDOW/SHEATHING ATTACHMENT 6 MEMBERS OR DIRECTLY TO CMU/WOOD TOP/51DE5 OF ARCH OPENING. IF ARCH TOP FRAMING ONLY. NUMBER OF DIAD. MEMBERS PROHIBITS 2X THICKNESS -8 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX RELATIVE TO NUMBER OF REQUIRED BUCK, WITH 2X BUCK EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE ATTACHMENT POINTS PER MANUFACTURER. 2X DATE 00-30-17 MIN. 1-1/4" EMBEDMENT. 5UCK5 TO BE ATTACHED TO CMU PER JOB WITH 1/2" ANCHOR BOLT '@ 24" O.C. TYP, 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITHGeneral Irregular Window Attachment 1/4" x 2-1/4" TAPCON e 12" O.C. OR PER MANUFACT. M SPECS. S2 CMU WALL BELOW SIMPSON C516 Q CORNER 6 16" O.G. HORIZONTALLY Lv.Non-Brn . Mitered Glass Framing Detail S-2 I -If SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS 's EA. G NAIL PECS J II BOLT fi;,DEFL,ACEi IENT GH AfRl: TITEN ND BOLTS • THE 1=OLLOWINC "J" BOLTS GAN BE REPLACED UITHI THE CORRESPONDING BOLTS. THE REVERSE 15 NOT APPLICABLE. FOR FR.4"IE TO 5LA5 APPLICATION ONLY. •. NOTE : THE 5TRENCTHI OF THE CONCRETE SHOULD BE MIN, 2500 PSI.. 5U55TITUTION Or- "J" 5OL.T5 WITH EXPANSION BOLTS IS NOT PERI"11TTED. • FOUNDATION PACE TAKES PRECEDENCE. 5/8" x 5" EMBED • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BT' E-O.R. IN URITINC. 5/8" x 8" 5/8" x 5" EMBED c — t 3 ° rr e• r • ` ®`a I z�pQ O o��a5 W a s <oe -I LUM�2�0) _jo- L 00 a 51MP50N A35 ALL 2X TO 2X U) CONNECTION POINTS. 0 "'J" BOLTS TITEN ND BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1./2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/211 x 8" I/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED 2X 5UCK5 ATTACHED W/ - 1/4"x 3" TAPCONS 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MA5. OPENINGS. 2X MEMBERS ATTACHED- W/51MP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 ----� NAILED TO 2X OR SM5 TO MULLION BY MANUFACTURER. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4"x 31' �-, TAPCON5 6 12" O.C. 6 W/MAX, " FROM END OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) EDGES (5EAM5 SHEATH BLOCKI FOR WA. PANEL SHEATH FOR RO TONGUE GROOVI FLOOR SCALE: NTS --SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. -FRAMING A50VE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 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. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. --IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 @ EACH END. ularity Width Less Than Window Width Attac ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, ENp NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. nent SCALE: NTS TiFICAL NAILING SCHEDULE HIGH WIND NAIL 5H ATHIN OUNDARY EDGE:FIELD go RING SHANK 1116" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" F 0 COMMON 3/4" TG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5HANK (0.280" MIN.) BOUNDARY NAILING FOR WALL, DASHED LINE INDICATE5 TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 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 Q RIDGE OR HIP, 1 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEW15E ON BOTH PANEL EDGES, THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE R102.3B IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND SECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLAN5 5ET. o T ical NailingSchedules Floor, Roof, Wall $-2 SCALE: NTS I' NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY F I— EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY (RENDER VORTEX ENGINEERING, LLC,. X PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY d c — t 3 ° rr e• r • ` ®`a I z�pQ O o��a5 W a s <oe -I LUM�2�0) _jo- L 00 a 51MP50N A35 ALL 2X TO 2X U) CONNECTION POINTS. 0 WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED LQ ATTACHMENT POINTS PER MANUFACTURER. 2X DATE 00-30-17 SCALE NOTED 5UCK5 TO BE ATTACHED TO CMU PER JOB SPECS GIVEN IN THI5 DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N A35. KNEE WALL ABOVE ARCH NECE66ARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT 6 TOP/51DES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 'a EACH SIDE TO EDGES OF OPENING, ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT, --SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THI5 SHEET. -FRAMING A50VE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 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. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. --IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 @ EACH END. ularity Width Less Than Window Width Attac ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, ENp NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. nent SCALE: NTS TiFICAL NAILING SCHEDULE HIGH WIND NAIL 5H ATHIN OUNDARY EDGE:FIELD go RING SHANK 1116" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" F 0 COMMON 3/4" TG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5HANK (0.280" MIN.) BOUNDARY NAILING FOR WALL, DASHED LINE INDICATE5 TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 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 Q RIDGE OR HIP, 1 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEW15E ON BOTH PANEL EDGES, THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE R102.3B IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND SECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLAN5 5ET. o T ical NailingSchedules Floor, Roof, Wall $-2 SCALE: NTS I' NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRF-55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY (RENDER VORTEX ENGINEERING, LLC,. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY c — t 3 ° rr e• r • ` ®`a I z�pQ O o��a5 W a s <oe O LUM�2�0) _jo- L 00 a I� 0 U) 0 LQ q) DATE 00-30-17 SCALE NOTED DRAWN MK/PDK JOB sheet content: Structural Details Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING 4-0,131 x 4 5Ar OR 0'-0" 1'11N, @ 16" o,c. SCHEDULE to SPLICE 3 1/2 COM. ' DOUBLE TOP PRE -ENG WOOD TRUSS (T`I'P) 4-0.131 x 3" PLATE APA RACED COMMON 1 Al 3-0.131 x 3" COMMON DOUBLE STUD "�b EA, SIDE OF JOINT 0.131 x 3 SHEATHING. SEE STUDS 16" oz. 1/2 COM. NAILING SCHEDULE 16 1 a.c. PT 507.TABLE FOR 4 L' PLATE ATTACHMENT. U.N.O. (1) SIMPSON L5TL12 it 2-0.131 x 3 4-0.131 x 3 3 1/2" COM. q 2-0.131 x 31/2" STRAP 48" O.G. I/2" CEILING GYP BD W/ 5d COM. TRUSS 2x4 BLOCKING (1) SIMPSON L5TA12 ATTACHED W/ (TYP) OR COOLER NAILS 1" O.G. OR COMMON (1) 51MPSON LTAI CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA �� 2-0.131 x 3" ' O.C. ATTACHED 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM 5 ° of LAB5E SC OW COMMON / ' �0���- � �p CONDITION 48 1 R L P P TO BOTTOM CHORD EACH END; 6 (011 O.C. OF GABLE � UNO. CONTINUOUS MASONRY WALL) � 1/2" GYP BID NOTE: CROSS BRACING 2 8" MASONRY WALL ALL BLOCKING TO BE TOP FLATE 1= 4S� NRS W/ll) 05 RE5AR3 CONT. IN KNOCKOUT PLAT OR CATHEDRAL REPEATED 48 O.C. TYP, _ � � w COURSE AI \3 , 1 x 3 Ex anded Blocking Information Dia ram 1/2 1 COM, G NTC DOUBLE a \I l Ii_I\ I I—i 1V— ,-, l--, i._ _ ,ter—. 1=NDp ,-9.0131 x 3 1/2" COM TABLE FOR ATTAGHMENT,- (U.N.OJ 2x4 "T" BRACESTRUCTURES OR LSTA12 \\ SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE _ �- cxAr-T= ��R �IInMID-HEIGHT ip IG�I^I� rZl d 2x4 16" c.c. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) CDM. TOP PLATE 3-0.131 x 3 / 1/2"COM. f t0.13aG3 1/2" COM. '� PT BOTT. PLATE /–APA RATED SHEATHING.fe LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 3" 0/C 10.131 x 3" 8" 0/C \I l Ii_I\ I I—i 1V— ,-, l--, i._ _ ,ter—. 1=NDp ,-9.0131 x 3 1/2" COM 24" O.C. PRE-ENGINEERED OVERLAP TRUSS BRACING 1xi I NOTES: WOOD TRUSSES s LEAST ONE TRUSS SPACE 4'-0" 4'-0" �� �O.C.MAX. SECTION SIZE SHALL IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF / \ 0.131 x 3" COMM. � 16" o.c. 611 OVERLAPT 2x4 BLOCKING ATTACHED 1/2 CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE 24 O A BEARING WALL USE THE FOLLOWING PLACES. w/ (2) 0.131 x 3 I/2" TOENAILS COOLER NAILS O.C. OR BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN A5 FOLLOWS: - P6PN58Z IN LOCATIONS WHERE A LAP SPLICE IS NOT CLOSE. EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP t0 4'-0" ---- 2X4 " / 12 0 TO 15 0 ---- 2X10 - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. OR 8 FEET FROM MASONRY WALL) 4'-011 TO 8'-01' ---- 2X6 15'-0" t0 18'-0" ---- 2X12 8'-0` t0 12'-0" ---- 2X8 r, --",\G a b I e Dia hra m Side Wall 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) 51MP50N HT516 S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A $2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ 126 COM, APA RATED SHEATHING. SEE 5IMP50N M5TA24 TEN51ON STRAPS 'm EACH TRU55 USING (14) 106 NAILS. INSTALL THE 12" O.C. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 'R EACH SIDE OF TRU55 1 THREADING 4-16d GDM. SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS -S THE U-5HAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 2-Sd COM. 4. SECURE RAFTERS TO CLEAT 8 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 1001 0.131 x 3 1/2" 1,_p„ NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, 114) 106 NAILS FOR 2x6 2-211x4" W/1/21' PLYWD. COM. 8" O.C. RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SPACER NOTE: 2X4'5 SIMPSON HTT4 W/ MINIMUM (2) 0.131 x 3 I/2 MINIMUM 1"X4" TRUSS MAX SMALL BE TOE -NAILED TO CLEAT W/ (8) IOd NAILS. MAY BE TURNED RE -ENGINEERED d 5/8" DIA A.B. PER JOINT BRACING APA RATED SHEATHING. o TRU55E6 6 24" O.C. 1, FLATWISE 50 NO SEE NAILING SCHEDULE 5. SECURE RAFTERS t0 RIDGE BEAM U51NG SIMPSON L55U210 SLOPING HANGER W/ (10) 1Od ,, SPACER 15 NEEDED. TABLE FOR ATTACHMENT.NAILS INTO RIDGE BEAM 4 (1) 106 x 1 1/2" 16d COM. 8I. NAILS INTO 2x12 RUSE (8) 106 l6) 106 q Truss Bracing Overlap Detail U.N.O. /2" CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 106 8 (5) 10d AFTERS. x 1 1/2" FOR 2x8 O.C. COOLER NAILS 1 O.G. OR EQUAL,RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 106 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 41-0"r- SCALE:NTS 10d COM. ID 12" o.c. S 3 DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE 4-16d COM. (1) 51MP50N L5TAI2 BEAM W/ (8) 106 NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INS. HEADER (NON-BEARING) 4 SILO CORNER INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT STRAFFING INFO�IATION SEE FLOOR PLAN FOR (1) SIMPSON HETA20 "SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. LENGTH WIDTH 48" O.C, ATTACHED TO EXPANDED 0.131 x 3 1/211 TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. Valle Set Attachment Detail P General Wood Attachment Details DBL TOP PLATE FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) FLAT OR CATHEDRALSCALE: NTS SCALE: NTS 0.131 x 3 1/2" R.5. NAILS '� 12° S 3 O.C. ALL-AROUND 8" MASONRY WALL W/0) #5 d. 1/2" GYP BD S 3 REBAR CONT. IN NOTE: CRO55 BRACING S WALL SHEATHING �- KNOCKOUT COURSE INSTALL 51MPSON LU524 ALL BLOCKING TO BE MIN. EA. SIDE OF THE ALL RAFTERS SHALL BE "2 R3=PEATED 48" O.C. TYP. KNEEWALL SOUTHERN YELLOW PINE rat NAILED PER STUDS MIN. CEILING JOISTS. JOISTS 24" O.C. MAX. SECTION 'C'/5-2 DBL 2X4 TO BE PER NOTE 1 PLATE CONT. 16" O.C. SIZE SHALL BE DETERMINED ACCORDING 8'-0" (MAX.) TYP. Masonry Gable End TO THE LENGTH OF SPAN W/ SIMPSON S.3 SCALE: NTS -- 2X4 NOTES: m m } HT520 -S 32" - - - w O.C. OR 0516 FLASHING ALL-AROUND - 1. ADJACENT NAILS ARE 41.0" t0 8'_0�� ___ 2X6 DRIVEN FROM OPPOSITE 2x4 WD CONST, LLl TO ALIGNING 8'-011 t0 12'-D" ---- 2X8 SIDES OF THE COLUMN a 16" O.C. w STUDS BELOW -- 2. ALL NAILS PENETRATE - - 4SADDLE APA RATED SHEATHING. SEE NAILING 12'-0" TO 15'-0" -- 2X10 SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE 1=RAME 11 LEAST 3/4 OF THE 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR OF CEILING WITH 15 -0 TO IS -0 ---- 2X12 THICKNESS OF THE LAST - ATTACHMENTS 4-0.131 x 31/2" NAILS LAMINATION CUT OUTSIDE EDGE t0 EA. STUD ALL 3. FOR 4 -PLY, PROVIDE 1/4" N ° o PLUMB TO ALLOW C5 16 TOP SOLID CONNECTION 2x4 DIAGONAL AROUND PERIMETER. DIA. X 51/2" LAG SHEATHING FASTEN CHORD t0 ATTACHED W/(4) 0.131 x SCREWS OR EQUAL w/ = w/ROOF SHEATHING CHIMNEY APA RATED 1'-0° 3 1/2" NAILS 6 NOTES (SPACE AS SHOWN FOR SHEATHING. SEE ' TO / BLOCKING w I/4 x EA. 11AX INTERSECTING 3 -PLY) 5" WOOD 5CREW5 9 4" CORNER NAILING SCHEDULE BLOCKING 1. ALL CEILING FRAME t0 BE AS PER TABLE 4. FOR 5 -PLY, PROVIDE 1/4" 1 " D.C. ALL-AROUND TDP CHORD ENG. TABLE FOR DIA. X 111 LAG SCREWS ° TRUSSES 6 24: O.C. ATTACHMENT. U.N.O.OR EQUAL (SPACE AS 1 2. FOLLOW NAILING PATTERN FROM THE 1/211 GEILING GYP BD W/ APPROVED PLANS FOR SHEATHING ATTACHMENT. SHOWN FOR 3 -PLY) (1) SIMPSON L5TA12 5d COOLER NAILS 1" O.C. 5. REFER t0 ND5 SECTION EACH END OF "'L" OR EQUAL, DIAPHRAGM M T .Frame Dowin Cig.__& Entry 3. WHEN INSTALLING 51MP50N PRODUCTS REFER 15.3 FOR ADDITIONAL 2x6 BLOCKING FASTENED t0 BRACE AREA (4 BAY OR 8 ft INFORMATION ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" PROM MASONRY WALL) S.3 SCALE:NTS TO 51MP50N'S INSTRUCTIONS B SPECIFICATIONS. NAILS EACH ENDf 2x4, 2x6, OR 2x8 1 � � S.Y.P. *1 el 1611 O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED g Fireplace Chase Detail 51ZING OF STUDS TRUSSES 6 24" O.G, FLAT OR CATHEDRAL 8.3 SCALE: NTS 2x BLOCKING O ALL (1) SIMP50N 1410A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 1 [APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE SCHEDULE TABLE FOR ATTACHMENT.TYP. Frame Wall Gable End REPEATED 48" O.G. TYP. BRACING PER TRUSS U N O H ENGINEERING S 3 SCALE: NTS UNBRACED WALL HEIGHT TABLE FOR ATTAGHMENT,- (U.N.OJ 2x4 "T" BRACESTRUCTURES OR LSTA12 8'-0" 2x4 16" c.c. PREFAB ROOF TRU55E5 m CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS \ 50 -ENTRYWAYS 4 PORCHES 9'-0" TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) SINC�L.E SLID GOND I -CION S BUD CORNER LAPSPLICE NAILING 0 SPLICE ALL OTHER NAILING MAx 24 2-ROW5 0.131 x 3" 6 0/G 0.131 x 3 8 0/C 24" O.C. PRE-ENGINEERED OVERLAP TRUSS BRACING 1xi I NOTES: WOOD TRUSSES s LEAST ONE TRUSS SPACE 4'-0" 4'-0" �� �O.C.MAX. SECTION SIZE SHALL IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF / \ 0.131 x 3" COMM. � 16" o.c. 611 OVERLAPT 2x4 BLOCKING ATTACHED 1/2 CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE 24 O A BEARING WALL USE THE FOLLOWING PLACES. w/ (2) 0.131 x 3 I/2" TOENAILS COOLER NAILS O.C. OR BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN A5 FOLLOWS: - P6PN58Z IN LOCATIONS WHERE A LAP SPLICE IS NOT CLOSE. EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP t0 4'-0" ---- 2X4 " / 12 0 TO 15 0 ---- 2X10 - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. OR 8 FEET FROM MASONRY WALL) 4'-011 TO 8'-01' ---- 2X6 15'-0" t0 18'-0" ---- 2X12 8'-0` t0 12'-0" ---- 2X8 r, --",\G a b I e Dia hra m Side Wall 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) 51MP50N HT516 S-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A $2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ 126 COM, APA RATED SHEATHING. SEE 5IMP50N M5TA24 TEN51ON STRAPS 'm EACH TRU55 USING (14) 106 NAILS. INSTALL THE 12" O.C. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 'R EACH SIDE OF TRU55 1 THREADING 4-16d GDM. SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS -S THE U-5HAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 2-Sd COM. 4. SECURE RAFTERS TO CLEAT 8 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 1001 0.131 x 3 1/2" 1,_p„ NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, 114) 106 NAILS FOR 2x6 2-211x4" W/1/21' PLYWD. COM. 8" O.C. RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SPACER NOTE: 2X4'5 SIMPSON HTT4 W/ MINIMUM (2) 0.131 x 3 I/2 MINIMUM 1"X4" TRUSS MAX SMALL BE TOE -NAILED TO CLEAT W/ (8) IOd NAILS. MAY BE TURNED RE -ENGINEERED d 5/8" DIA A.B. PER JOINT BRACING APA RATED SHEATHING. o TRU55E6 6 24" O.C. 1, FLATWISE 50 NO SEE NAILING SCHEDULE 5. SECURE RAFTERS t0 RIDGE BEAM U51NG SIMPSON L55U210 SLOPING HANGER W/ (10) 1Od ,, SPACER 15 NEEDED. TABLE FOR ATTACHMENT.NAILS INTO RIDGE BEAM 4 (1) 106 x 1 1/2" 16d COM. 8I. NAILS INTO 2x12 RUSE (8) 106 l6) 106 q Truss Bracing Overlap Detail U.N.O. /2" CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 106 8 (5) 10d AFTERS. x 1 1/2" FOR 2x8 O.C. COOLER NAILS 1 O.G. OR EQUAL,RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 106 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 41-0"r- SCALE:NTS 10d COM. ID 12" o.c. S 3 DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE 4-16d COM. (1) 51MP50N L5TAI2 BEAM W/ (8) 106 NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INS. HEADER (NON-BEARING) 4 SILO CORNER INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT STRAFFING INFO�IATION SEE FLOOR PLAN FOR (1) SIMPSON HETA20 "SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. LENGTH WIDTH 48" O.C, ATTACHED TO EXPANDED 0.131 x 3 1/211 TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. Valle Set Attachment Detail P General Wood Attachment Details DBL TOP PLATE FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) FLAT OR CATHEDRALSCALE: NTS SCALE: NTS 0.131 x 3 1/2" R.5. NAILS '� 12° S 3 O.C. ALL-AROUND 8" MASONRY WALL W/0) #5 d. 1/2" GYP BD S 3 REBAR CONT. IN NOTE: CRO55 BRACING S WALL SHEATHING �- KNOCKOUT COURSE INSTALL 51MPSON LU524 ALL BLOCKING TO BE MIN. EA. SIDE OF THE ALL RAFTERS SHALL BE "2 R3=PEATED 48" O.C. TYP. KNEEWALL SOUTHERN YELLOW PINE rat NAILED PER STUDS MIN. CEILING JOISTS. JOISTS 24" O.C. MAX. SECTION 'C'/5-2 DBL 2X4 TO BE PER NOTE 1 PLATE CONT. 16" O.C. SIZE SHALL BE DETERMINED ACCORDING 8'-0" (MAX.) TYP. Masonry Gable End TO THE LENGTH OF SPAN W/ SIMPSON S.3 SCALE: NTS -- 2X4 NOTES: m m } HT520 -S 32" - - - w O.C. OR 0516 FLASHING ALL-AROUND - 1. ADJACENT NAILS ARE 41.0" t0 8'_0�� ___ 2X6 DRIVEN FROM OPPOSITE 2x4 WD CONST, LLl TO ALIGNING 8'-011 t0 12'-D" ---- 2X8 SIDES OF THE COLUMN a 16" O.C. w STUDS BELOW -- 2. ALL NAILS PENETRATE - - 4SADDLE APA RATED SHEATHING. SEE NAILING 12'-0" TO 15'-0" -- 2X10 SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE 1=RAME 11 LEAST 3/4 OF THE 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR OF CEILING WITH 15 -0 TO IS -0 ---- 2X12 THICKNESS OF THE LAST - ATTACHMENTS 4-0.131 x 31/2" NAILS LAMINATION CUT OUTSIDE EDGE t0 EA. STUD ALL 3. FOR 4 -PLY, PROVIDE 1/4" N ° o PLUMB TO ALLOW C5 16 TOP SOLID CONNECTION 2x4 DIAGONAL AROUND PERIMETER. DIA. X 51/2" LAG SHEATHING FASTEN CHORD t0 ATTACHED W/(4) 0.131 x SCREWS OR EQUAL w/ = w/ROOF SHEATHING CHIMNEY APA RATED 1'-0° 3 1/2" NAILS 6 NOTES (SPACE AS SHOWN FOR SHEATHING. SEE ' TO / BLOCKING w I/4 x EA. 11AX INTERSECTING 3 -PLY) 5" WOOD 5CREW5 9 4" CORNER NAILING SCHEDULE BLOCKING 1. ALL CEILING FRAME t0 BE AS PER TABLE 4. FOR 5 -PLY, PROVIDE 1/4" 1 " D.C. ALL-AROUND TDP CHORD ENG. TABLE FOR DIA. X 111 LAG SCREWS ° TRUSSES 6 24: O.C. ATTACHMENT. U.N.O.OR EQUAL (SPACE AS 1 2. FOLLOW NAILING PATTERN FROM THE 1/211 GEILING GYP BD W/ APPROVED PLANS FOR SHEATHING ATTACHMENT. SHOWN FOR 3 -PLY) (1) SIMPSON L5TA12 5d COOLER NAILS 1" O.C. 5. REFER t0 ND5 SECTION EACH END OF "'L" OR EQUAL, DIAPHRAGM M T .Frame Dowin Cig.__& Entry 3. WHEN INSTALLING 51MP50N PRODUCTS REFER 15.3 FOR ADDITIONAL 2x6 BLOCKING FASTENED t0 BRACE AREA (4 BAY OR 8 ft INFORMATION ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" PROM MASONRY WALL) S.3 SCALE:NTS TO 51MP50N'S INSTRUCTIONS B SPECIFICATIONS. NAILS EACH ENDf 2x4, 2x6, OR 2x8 1 � � S.Y.P. *1 el 1611 O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED g Fireplace Chase Detail 51ZING OF STUDS TRUSSES 6 24" O.G, FLAT OR CATHEDRAL 8.3 SCALE: NTS 2x BLOCKING O ALL (1) SIMP50N 1410A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 1 [APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE SCHEDULE TABLE FOR ATTACHMENT.TYP. Frame Wall Gable End REPEATED 48" O.G. TYP. BRACING PER TRUSS U N O H ENGINEERING S 3 SCALE: NTS UNBRACED WALL HEIGHT 5YP 8'-0" 2x4 16" c.c. 8'-8" 2x4 16" o.c. 9'-0" 2x4 16" c.c. 9'4" 2x4 tv 16" o.c. 10'-011 2x6 6 161' c.c. NOTES: TYPICAL AT ALL LOAD BEARING 5YP. "-- COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2'"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH UMBER THAN 2X6 MAY ATTACH w/ 0.131 x 311 ATTACH w/ (2) ROWS OF w/ 51MP50N 5D525600 WOOD `L LA SUBSTITUTED FOR R.S. NAILS 0.131 x 3" R.S. NAILS 6 611 SCREWS STAGGERED a 6" ANY STUD WORK FOR 16" STAGGERED a 611 O.C. O.G. ALONG THE LENGTH O.C. ALONG THE LENGTH OF AN SPACING i ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR CC MAX,AX, OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" 8" USE (3) ROWS. USE (2) ROWS 6 6" O.C.. GABLE END FOR I30 STRAP TYPE CONNECTOR BRACING 1X4 OUTRIGGER SHALL HAVE MANUFACTURER S DIAGONAL BRACES. N (LED )MAY BE MIN. ll) 51MPSON 2x4 BLOCKING 1/2" CEILING GYP BD W/ (qS REQUIRED BY ONTINUOUS PERMANENT LATERAL NAILED TO TRUSS STUD TRUSS ENGINEERING (1) 5IM STRAP '�. ATTACHED W/ l2) 5d COOLER NAILS 1" BELOW. NO SPH4 IS WHEN STUD 15 CUT S{ -BEETS 1=0R 48" O,C. 0.131 x 3 1/2" R.S. O.G. OR EQUAL, NIB -9U BRACE (CLB) NEEDED THIS SCUD. ° NOT ALIGNED ADDITIONAL WITH A TRUSS PERMANENT BRACING TOENAILS EACH DIAPHRAGM AREA (4 NOTE: D AND/OR WHEN CLB DIAGONAL META 20 48" O.G. END, MASONRY WALL) UNO. BAY OR 8 ft FROM "AT 2x6 WALLS USE SPH6 D ° TRU65 STRAP IS THAT M1' BE REQUIRED. BRACE AS ---PERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2. "T" BRACING MAY BE REQUIRED BY ATTACHED TO BOTTOM CHORD OF 1/2 GYP BD FLAT OR CATHEDRAL 1/2 CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. ° °° ° ATTACHED TO USED IN PLACE OF BCSI GYPSUM BD TO PREVENT LATERAL MOVEMENT B AT 2x8 WALLS USE 5PH8 STUD USE (1) PERMANENT BRACING GABLE SHOULD BE REPEATED CONNECTORS IN LIEU OF SIMPSON SPH4 NOTE: CROSS BRACING 1 APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 61=2PROVIDED IT EXTENDS 8" MASONRY WALL : ALL BLOCKING TO BE FOR WALLS LARGER THAN OVER 6 LEAST JOro OF a W/(1) 05 REBAR CONT. REPEATED 48" O.C. TYP. 1x4 MIN. BRACING W/(3) 0.131 x 2x8, USE 51MP50N SPl'S ON TYPICAL H10A CONFIGURATION, DO NOT NAIL THE WEB. IN KNOCKOUT COURSE 3 1/2" NAIL5 6 INTERSECTING EACH SIDE OF STUD t0 o THROUGH OTHER STRAPPING/CONNECTORS, WEBS BOTTOM PLATE 8 SIMPSON ° ° REFER TO CONNECTOR NOTES FOR FRAME to 6P2'5 ON EACH 51DE OF TRUSS CONNECTIONS. STUD TO TOP PLATES ° 1'-0" MAx PRE-ENGINEERED APA RATED SHEATHING. SEE NAILING N 141 mph MAX., Ex . C, Enclosed, Exterior Frame Wall Table Q T Nailin Schedule for Built -U Columns &BEAMS APA RATED SHEATHING. SEE TRUSSES 6 24 < SCHEDULE TABLE FOR ATTACHMENT. . SCALE: NTS $.3 SCALE: NTS NAILING SCHEDULE O.G. o U.N.O. TABLE FOR ATTACHMENT. U.N.O. SEE DETAIL A NOTE: THREE OR OMPRESSION WEB CONTINUOUS 20'-0" 20'-0" SEE EXPANDED BLOCKING DROPPED ON THIS SHEET (TYP) SLOPING OR MORE REPEATEDImI IDENTICAL TRUSSES °��° VERTICAL WHEN TRUSS 8 STUD ARE ALIGNED SIMPSON TWIST NOTE: I. SEE: TRUES BOTTOM CORD DIAGRAM GABLE END FOR I30 STRAP TYPE CONNECTOR BRACING 1X4 OUTRIGGER SHALL HAVE MANUFACTURER S DIAGONAL BRACES. N (LED )MAY BE MIN. ll) 51MPSON 2x4 BLOCKING 1/2" CEILING GYP BD W/ (qS REQUIRED BY ONTINUOUS PERMANENT LATERAL NAILED TO TRUSS STUD TRUSS ENGINEERING (1) 5IM STRAP '�. ATTACHED W/ l2) 5d COOLER NAILS 1" BELOW. NO SPH4 IS WHEN STUD 15 CUT S{ -BEETS 1=0R 48" O,C. 0.131 x 3 1/2" R.S. O.G. OR EQUAL, NIB -9U BRACE (CLB) NEEDED THIS SCUD. ° NOT ALIGNED ADDITIONAL WITH A TRUSS PERMANENT BRACING TOENAILS EACH DIAPHRAGM AREA (4 NOTE: D AND/OR WHEN CLB DIAGONAL META 20 48" O.G. END, MASONRY WALL) UNO. BAY OR 8 ft FROM "AT 2x6 WALLS USE SPH6 D ° TRU65 STRAP IS THAT M1' BE REQUIRED. BRACE AS ---PERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2. "T" BRACING MAY BE REQUIRED BY ATTACHED TO BOTTOM CHORD OF 1/2 GYP BD FLAT OR CATHEDRAL 1/2 CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. ° °° ° ATTACHED TO USED IN PLACE OF BCSI GYPSUM BD TO PREVENT LATERAL MOVEMENT B AT 2x8 WALLS USE 5PH8 STUD USE (1) PERMANENT BRACING GABLE SHOULD BE REPEATED CONNECTORS IN LIEU OF SIMPSON SPH4 NOTE: CROSS BRACING 1 APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 61=2PROVIDED IT EXTENDS 8" MASONRY WALL : ALL BLOCKING TO BE FOR WALLS LARGER THAN OVER 6 LEAST JOro OF a W/(1) 05 REBAR CONT. REPEATED 48" O.C. TYP. 1x4 MIN. BRACING W/(3) 0.131 x 2x8, USE 51MP50N SPl'S ON TYPICAL H10A CONFIGURATION, DO NOT NAIL THE WEB. IN KNOCKOUT COURSE 3 1/2" NAIL5 6 INTERSECTING EACH SIDE OF STUD t0 o THROUGH OTHER STRAPPING/CONNECTORS, WEBS BOTTOM PLATE 8 SIMPSON ° ° REFER TO CONNECTOR NOTES FOR FRAME to 6P2'5 ON EACH 51DE OF TRUSS CONNECTIONS. STUD TO TOP PLATES ° C L o ua U.N.O." TOP a BOTTOM CORD Gable Section -For Gable Less Than , CLB Diagonal Brace 20' Max Intervals Detail ,�oT;=; SEE TRUSS LAYOUT GABLE END. BRACING S-3 1 11 SCALE: NTS S_3 SCALE: NTS FOR ANY ADDITIONAL 4' -(Ii" O.C. MAX. FOR 1=1RST 4 -0 High STRAPPING REQUIRED o Frame Wall Truss Connection Detail R Gable & CI Bracing Diagram 14) ROWS OF TRUSSES $_3 SCALE: NTS S 3 SCALE: NTS CONTRACTOR TO VERIFY ALL PIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLG 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 :co44 •✓Co Z C^r i ; •. � �` op- °°,�1/lllllt`%%% LU z °E¢~ O pLL 11.1 W a FL "S U J N J Qo LL mom m er, ___1 LU DATE I%8 -3m-17 SCALE NOTED DRAWN MK/POK JOB sheet content: Structural Details Sheet number: �3-1.41 i C L o ua U.N.O." TOP a BOTTOM CORD Gable Section -For Gable Less Than , CLB Diagonal Brace 20' Max Intervals Detail ,�oT;=; SEE TRUSS LAYOUT GABLE END. BRACING S-3 1 11 SCALE: NTS S_3 SCALE: NTS FOR ANY ADDITIONAL 4' -(Ii" O.C. MAX. FOR 1=1RST 4 -0 High STRAPPING REQUIRED o Frame Wall Truss Connection Detail R Gable & CI Bracing Diagram 14) ROWS OF TRUSSES $_3 SCALE: NTS S 3 SCALE: NTS CONTRACTOR TO VERIFY ALL PIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLAN5 WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLG 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 :co44 •✓Co Z C^r i ; •. � �` op- °°,�1/lllllt`%%% LU z °E¢~ O pLL 11.1 W a FL "S U J N J Qo LL mom m er, ___1 LU DATE I%8 -3m-17 SCALE NOTED DRAWN MK/POK JOB sheet content: Structural Details Sheet number: �3-1.41 -DBL. 2 x 4 TOP PLATE 51MP50N SPH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: - 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 8 BOT. CORD OF TRU55, 51MP50N L5TA30 w/ 22 -106 NAILS 6 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 5EAM5 4 RUN SHEATHING CONTINUOUS t0 TOP OF MASONRY. (5EAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY GALC5. 3. ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS 5EE ELEVATION PAGES ROOF COVERING 8 SHEATHING DETAIL 5EE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALG5 1/16" APA RATED SHEATHING - MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE 51MP50N C516 OR SIMP50N M6TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRUSS J015T ( INSET) 2x4 FLATW15E VERT. 5LOCKIN6 AS NEEDED t0 ACHIEVE FULL NAILING IN 5TRAPS. 2x4 02 5YP RIM w/ (5) 0.13 3 1/2" NAILS EA. TRU55 JOIE ( INSET) SHEATHING TO BE FLUSH W/ - BLOCK SEE TRU55 LAYOUT FOR — 5TRAPPING INFORMATION 8" GONG, K.O. BLOCK 501 BEAM POUR SOLID W/ I - RE5AR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RE51STANT PRE -CAST GONG. SILL 4" HIGH GONG. BLK. 8" CMU PER A5TM-C 90 1900 P81 MIN. W/ TYPE M OR 6 MORTAR PER ASTM -G 210, 5/8" CEMENTITIOUS FINISH PER FBCR 703.6 SEE ELEYATIONS NOTP: "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS 5HOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 6Pl'5 ON EACH SIDE OF STUD t0 BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES, U.N.O." ENGINEERED ROOF TRU55E5 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRUS5 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 6IMP50N 5PH4 6 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES ELEVA' INSULATION BAFFLE 5PEC5 OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ SIMPSON 5PH8 a 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD WINDOW SILL CAULK 6 WINDOW WINDOW SILL CAULK Q WINDOW 2 x 4 SILL 2 x 8 51LL INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY 5PEC5 OR 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR ENERGY CALC5 "N" ON SHEET 5-3 FOR SPACING. SPACING, 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL NAILED SEE SCHEDULE DETAIL "0" "011 ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 6 2411 O.C. IN5TALL 1/2" DIA. x 8" "J" 5OLT5 4 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP5ON 5PH8 z7Nj 2x8 Pt SOLE PLATE 41 51MP50N NETA20 6 32" O.G. IF ATTACHED TO RIMJOIST5. 624" O.G. USE 2- S BAR5 IN K.O. BLOCK MAX IF ATTACHED t0 FLOOR TOP (2) TWO COURSES IX P.T. FURRING HORIZ. TRU55E5 p •° 1/2" CEILING GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25'' 1 x 6 P.T. CURTAIN NAILER 9 OPENING6 I x 6 P.T. CURTAIN NAILER a OPENING$ PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 01 SEE FLOOR PLAN FOR 5CNEDULE SEE FLOOR PLAN FOR 5CHEDULE I x P.T. BUCK STRIP I x P.T. BUCK STRIP WINDOW SILL - CAULK e WINDOW 1/2" GYPSUM BOARD .a 4"GONG. 5LA5. SEE FOUND. PLAN • • a. p 'a FOOTING SEE: �. FOUNDATION PLAN FOR SIZES 8 MORE INFO. A Typical Two Story Wall Section S 4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE -CAST CONC. SILL 4" HIGH GONG, BLK. 8" CMU PER ASTM -C 90, 1900 PSI MIN, W/ TYPE M OR 5 MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FIN15H PER F5CR 703.6 ------WINDOW SILL - CAULK a WINDOW 1/2" GYP5UM BOARD 4"GONG. 51-45. SEE FOUND. PLAN C Typical Two Story Wall Section S-4 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 GOPY 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 • P • �t " Q cry ° •.. ° <C wb Q IIJJ 11i Z 000<o ► �¢ ou,a o Ho z ¢ J O 751 LU �_- j w co 0 LU DATE 08_3P�-17 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 54 ATTACH TRUSSES PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. —� AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A --� MINIMUM 2 PLY END STUD AT EACH END OF FULL DEP�VL KING SHEATHING EDGES W/ (3) 0.131"x3-1/2" TOENAILS EA. ENE) CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. 51MP50N HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN SIMPSON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" I SHEATHING 45 DELINEATED ELSEWHERE IN P OUBLE TOP PLATE SET. (MIIN. STUD GRADE 5YP) I/2" DIA NUT INSTALL 51MPSON C516 W/ MIN. 1-1/4" CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, CRO55 STRAPS WITH (1) 2x 5TUD5 16" O.C. WASHER 00, PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD PASSING STUD AND BLOCK, 1/2" DIA /2" DIA AND WITH 4 NAILS MINIMUM AT COUPLING A.B. EXTENSION DETAIL EACH END TO TOP AND BOTTOM PLATE5/END 5TUD5. 5TRAP5 SHOULD BE D I AGONAL AND AT 45 DEGREES OR LE55 IN Luo��O�rYaJ Lu uj RELATION TO HORIZONTAL. o u wo h� uipo z �w wz xQ � H w IF DOUBLE END STUD IS OVER A VOID SPACE, mom mom INSTALL SOLID 2X e BLOCKING BELOW. TYP. F-1 FLOOR TRU55E5 TTP. II n 11 II CMU WALL - SEE____j FLOOR PLAN FOR MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PA551NG TRUSS OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRUSS/RIM JOIST AT 4" O.C. ALL NAILS TO BE X0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail $.5 SCALE: NTS AT CRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT -I" O.C. OR *6 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATT= 4 SIMP50N 5P2'S ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE BELOW" FOR APPROPRIATE SPACING 4 SIZE OF WALL STUD5. STUDS SHALL BE INSTALLED MAX, 16" O.C,, SEE N'/S-3 51MP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE STUD WITH 12-10d x 11/� NAILS. 2x4 S.Y.P. *2 RIBBON W/4 -10d C516 OR MSTA 36 32"O.C. (3(o" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 5YP *2 WOOD BLOCK BETWEEN FLOOR J015T WITH 5-16d TOENAILS. NOTE: SEE 'N'/5-3 FOR STUD INFORMATION LT. Frame/Masonry Connection #1 EA. FLOOR TRUSS. d D 3-0.131 x 3 I/2" � EA: JOINT SIDE. HETA20 � 32" O.G. ON THE INSIDE FAGS OF 2x12 NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." I/2" DIA NUT INSTALL 51MPSON C516 W/ MIN. 1-1/4" CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, CRO55 STRAPS WITH (1) EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX WASHER 0.131"x3-1/2" NAIL AT EACH PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD PASSING STUD AND BLOCK, 1/2" DIA /2" DIA AND WITH 4 NAILS MINIMUM AT COUPLING A.B. EXTENSION DETAIL EACH END TO TOP AND BOTTOM PLATE5/END 5TUD5. 5TRAP5 SHOULD BE D I AGONAL AND AT 45 DEGREES OR LE55 IN Luo��O�rYaJ Lu uj RELATION TO HORIZONTAL. o u wo h� uipo z �w wz xQ � H w IF DOUBLE END STUD IS OVER A VOID SPACE, mom mom INSTALL SOLID 2X e BLOCKING BELOW. TYP. AT CRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT -I" O.C. OR *6 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATT= 4 SIMP50N 5P2'S ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE BELOW" FOR APPROPRIATE SPACING 4 SIZE OF WALL STUD5. STUDS SHALL BE INSTALLED MAX, 16" O.C,, SEE N'/S-3 51MP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE STUD WITH 12-10d x 11/� NAILS. 2x4 S.Y.P. *2 RIBBON W/4 -10d C516 OR MSTA 36 32"O.C. (3(o" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 5YP *2 WOOD BLOCK BETWEEN FLOOR J015T WITH 5-16d TOENAILS. NOTE: SEE 'N'/5-3 FOR STUD INFORMATION LT. Frame/Masonry Connection #1 EA. FLOOR TRUSS. d D 3-0.131 x 3 I/2" � EA: JOINT SIDE. HETA20 � 32" O.G. ON THE INSIDE FAGS OF 2x12 NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 51MP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 5IMP50N 5PH4 EA. STUD TOP / BOTTOM OF WAI FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE WALL 5TUD5. 57 SHALL BE IN5T, 6 MAX. 16" O.C. DIA. 1/2" J -BOL' OR WITH 51MP5( SET EPDXY 5" EMBEDMENT -S SCALE:NTS JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d 6 EA. TRU55. kLT. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRU65E6 1@24" O.C. 2x8, USE 51MPSON 5PI'S ON INSULATION PER ENERGY CALC5 EACH 51DE OF STUD TO 1/2"' GYPSUM CEILING BOARD BOTTOM PLATE 8 SIMPSON 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE 5PH4 @ EA. STUD PROVIDE (2) 16d COM - EACH TRUSS 1/2" GYPSUM 5IMP50N C516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) B NAILED SEE SCHEDULE DETAIL "0" 1705* MAX -S 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (16T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 Q 24" O.G. 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) 1/2" GYPSUM BOARD 51MP6ON MT516 6 EACH FLOOR TRUSS 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - 1/16" SHEATHING MIN., DOWN DRAG FIN15P SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL, 2X TOP PLATE w/ 5IMP5ON 5PH4 6 16" O.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT * 24" O.G. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS SIMPSON 5PH4 m EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN °° •. FOOTING SEE FOUNDATION 4. PLAN FOR 51ZE5 4 MORE INFO. Typical Two Story Interior Bearing Shear Wall Section S-.5 SCALE: NTS DECKING 2 "X4" PANEL BLOCKING o 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TTP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAIL5 2''X4'' CROSS BRACE e 48" 0/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" @ EA. END INTO 2"X4" BLOCKING 2"X4" PANEL BLOCKING -0 40" 0/C FOR THE FIR' 8'-0" OF END WALL FRC EA. END. (TYP) TOP 4 BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE N� 2"X4'' CRO55 BRACE -s 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" -0 EA INTO 2`X4` BLOCKING ND FLOOR FRAMING 51MPSON C516 OR M5TA36 STRAP 6 32" O.C., EVERY OTHER EACH STUD LOOR J015T-5EE FRAMING PLAN WEEP SCREED INSTAILED PER MANUR 51MP50N HETA20 6 32" O.C. MAX. 2"x4" PANEL BLOCKING -9 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF ENE) WALL. 2 "x4" GRO56 BRACE -0 48" O.C. FOR — THE let 2'-0" OF ENE) WALL W/ (2) 10dx3" m EA. END INTO 2"x4'' BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE IS GREATER THAN 45% CROSS BRACE -a 48" O.C. FOR THE let 4'-0" OF END WALL. FLOOR 2'0" JOIST q� (TYP) _ Floor Truss Parallel To Brg. Wall SCALE: NTS 2nd FLOOR WALL SEE *** WHEN DISTANCE 15 LF -55 THAN 2'-0" THE FIRST BAY EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 51MP60N C516 l W/ MIN (22) 10d COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PR1E-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS 'a 6" O/C a F Second Floor Frame Connection Girder S S SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES I/2" DIA NUT THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE W/ MIN. 1-1/4" CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, DIA x 1/8" EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX WASHER 1/2" DIA ALL--� PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD REVISIONS 1/2" DIA /2" DIA ANCHOR BOLT COUPLING A.B. EXTENSION DETAIL s p, 4 � A NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 5IMP50N 5PH4 EA. STUD TOP / BOTTOM OF WAI FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 51ZE WALL 5TUD5. 57 SHALL BE IN5T, 6 MAX. 16" O.C. DIA. 1/2" J -BOL' OR WITH 51MP5( SET EPDXY 5" EMBEDMENT -S SCALE:NTS JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d 6 EA. TRU55. kLT. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRU65E6 1@24" O.C. 2x8, USE 51MPSON 5PI'S ON INSULATION PER ENERGY CALC5 EACH 51DE OF STUD TO 1/2"' GYPSUM CEILING BOARD BOTTOM PLATE 8 SIMPSON 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 6 EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE 5PH4 @ EA. STUD PROVIDE (2) 16d COM - EACH TRUSS 1/2" GYPSUM 5IMP50N C516 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) B NAILED SEE SCHEDULE DETAIL "0" 1705* MAX -S 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (16T FLR) PRE ENGINEERED WOOD FLOOR TRU55E5 Q 24" O.G. 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T (INSET) 1/2" GYPSUM BOARD 51MP6ON MT516 6 EACH FLOOR TRUSS 24" O.G. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - 1/16" SHEATHING MIN., DOWN DRAG FIN15P SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL, 2X TOP PLATE w/ 5IMP5ON 5PH4 6 16" O.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT * 24" O.G. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS SIMPSON 5PH4 m EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH FOUND. PLAN °° •. FOOTING SEE FOUNDATION 4. PLAN FOR 51ZE5 4 MORE INFO. Typical Two Story Interior Bearing Shear Wall Section S-.5 SCALE: NTS DECKING 2 "X4" PANEL BLOCKING o 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TTP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAIL5 2''X4'' CROSS BRACE e 48" 0/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" @ EA. END INTO 2"X4" BLOCKING 2"X4" PANEL BLOCKING -0 40" 0/C FOR THE FIR' 8'-0" OF END WALL FRC EA. END. (TYP) TOP 4 BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE N� 2"X4'' CRO55 BRACE -s 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" -0 EA INTO 2`X4` BLOCKING ND FLOOR FRAMING 51MPSON C516 OR M5TA36 STRAP 6 32" O.C., EVERY OTHER EACH STUD LOOR J015T-5EE FRAMING PLAN WEEP SCREED INSTAILED PER MANUR 51MP50N HETA20 6 32" O.C. MAX. 2"x4" PANEL BLOCKING -9 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF ENE) WALL. 2 "x4" GRO56 BRACE -0 48" O.C. FOR — THE let 2'-0" OF ENE) WALL W/ (2) 10dx3" m EA. END INTO 2"x4'' BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE IS GREATER THAN 45% CROSS BRACE -a 48" O.C. FOR THE let 4'-0" OF END WALL. FLOOR 2'0" JOIST q� (TYP) _ Floor Truss Parallel To Brg. Wall SCALE: NTS 2nd FLOOR WALL SEE *** WHEN DISTANCE 15 LF -55 THAN 2'-0" THE FIRST BAY EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 51MP60N C516 l W/ MIN (22) 10d COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PR1E-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRU55 NAILS 'a 6" O/C a F Second Floor Frame Connection Girder S S 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, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY s p, 4 � A z z z Luo��O�rYaJ Lu (� w ^fie �zz -Z- �(YF-� o u wo h� uipo z �w wz xQ � H w <s��� mom mom mm e r� z LQ DATE 00-3,a-17 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 5� DRYWALI OVER FUl BLOCK U 11/16x11/16 COVE MC ("100) 1x6 TRIM (WINDOW PER PLA (WINDOW — PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES 1x6 TRIM BEAD BOARD ---- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN LINE OF WALL —� BELOW LINE OF TRIM ----. BELOW COMPOSITE WINDOW SILL W.1k SILL TRIM DRYWALL FINISH OVER FURRING ON BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN SHIM AS 1'-4 1 REQ'D, --\\\F I' INVERTED 2 1/4' 1' DOOR CASING (0366) STD 2x STUDS (PER BASE PLAN) CABINET 1/2'DRYWALL .r' 10366 BASE BD. \— QUARTER ROUND CALI. TOP SCALE: Ill' :1'-0 ELEVATION LINE OF WALL BELOW _ (NICHEPLAN) LINE OF CASING _PER BELOW COMPOSITE WINDOW SILL PLAN WINDOW >ETAIL 1/4' DOOR CASING (0366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DEf'AIL PLAN SPECIFIC PER PLAN ° I' °'''0' SHIM ASTEMP. CIL. I'-4' ENCLOSURE TEMP. GL. ENCLOSURE WRITE PINE CAP ROUTER 1/2" DRYWALL W. CORIAN 8' W. CORIAN 3 V4' BASE BD. CAP C GAP INVERTED 2 1/4' STUDS (PER I DOOR CASING (0366) I' OVER WATER PLAN) 2x STUDS (PER RESISTANT 2x STUDS (PER STp. PLAN) STT). HIGH PER PLAN PLAN) 5AW 2' VAINTY 1/2 DRYWALL BATH CABINET 1/1' DRYWALLS CABINET SHOWER DETAIL a 3 1/4" BASE BD. (03(06) 16 it I� SIDE QIl RTER 3 1/4" BASE BD, ROUND 10366) HIGH BAR TOP VANITY LOW WALL SCALE: 1/2' =1'-0' SCALE: IR' =1'-0' B' W. CORIAN TEMP. GL. ENCLOSURE WRITE PINE CAP ROUTER 1/2" DRYWALL W. CORIAN W 3 V4' BASE BD. BELOW GAP C GAP TILE FINISH2x STUDS (PER I TILE FINISH OVER WATER OVER WATER PLAN) II RESISTANT RESISTANT HIGH PER PLAN WALL BD WALL BD. 1/2 DRYWALL BATH SHOWER 4HOWER SHOWER DETAIL i) I� 3 1/4' BASE BD. it I� SIDE (0366) SECTION PLAN SHOWED LOW WALL SCALE: 1/2'a I'-0 TILE t0 WRAP IN WINDOW ZIFY TOP (WINDOW — PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES INVERTED 2 1/4" DOOR CASING (0366) DRYWALL FINISH — OVER FURRING ON BLOCK WALL (WINDOW PER PL< LINE OF BELOW SILL CT 1/2" OUT EIVE TILE) LINE OF BELOW COMPOS'. SILL SHOWER WINDOW SCALE: 1/4' - P-0' SILL ELEVATION 'WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW TOOL D ETAI L WINDOW >ETAIL 1/4' DOOR CASING (0366) FLOORING 5A5E 5OARD NOTE: UJ�4EN TILE FLOOR 15 5ELECTED ONLY 5A5E 50ARD 15 IN5TALLED. WJ TEN WOOD FLOOR 15 5ELECT D 5A5E 50ARD AND 5 10E tOULD ARE IN5TALLED.. Ix JAMB 181 -PAS; DRS. PE1 PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0360 HELD DOWN 1/2' 1/2" WOOD CILLI=R HEAD DRYWALL FINISH OVER 2x WALL (SEE (51 PASS PLAN) DRS. PER PLAN) - 2 1/4' DOOR CASING (0366) MELD OVER I/2" PLAN TYP. BI -PASS DRS. CASING DETAIL MAIN HOUSE DRYWALL--� SCAZ r . r-0' GARAGE - BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION i3 /4" BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 1" - 1'-0' NOTE: DRAWINGS ON 11 "XIT 514E T WILL 5 ONE MALI= T14E 5C,,4LE NOTED 5 1/4' CROWN x (045) 5 1/4" CROWN Ix8 RU NDOVER W/ ROUTER WRITE PINE N� M ROUTER I/1' DRYWALL 1/2' DRYWALLr\-31/4'5A6E W 3 V4' BASE BD. BD. Vi 0366) 24 WALL 2x6 WALL ad wi O 36" OR 42' 36' OR 42' HIGH PER PLAN HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAVAE N° 1' °'V IXIO ROUNDOVER W/ WHITE PINE N� M ROUTER W SrATE STREET EAST 011OWt, FWPMA 34677 813.92.5.1300 TEL. 813.9',25.11800 FAX W W W.DAVLSBEWSCAM TAMPA • DENVER 1/2' DRYWALLr\-31/4'5A6E W BD. Vi LL a (0366) 2x6 WALL ad wi O 36' OR 42' DO d� HIGH PER PLAN poi°' 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN° TRIM DETAILS 'Jq9 NI M 22066' MRS Issm 06-16-16 REWSED 0 —07-16 10-05-16 11-02-16 cxo N� M O W SrATE STREET EAST 011OWt, FWPMA 34677 813.92.5.1300 TEL. 813.9',25.11800 FAX W W W.DAVLSBEWSCAM TAMPA • DENVER -..*R-si EST. 1994 c��-- W � Vi LL a L O ad wi O �1 DO d� poi°' 'Jq9 NI M 22066' MRS Issm 06-16-16 REWSED 0 —07-16 10-05-16 11-02-16 TRIM Tn7LE TMCAL MM DETAILS RIUT .TD. DAVIS BEWS DESIGN GRovp W SrATE STREET EAST 011OWt, FWPMA 34677 813.92.5.1300 TEL. 813.9',25.11800 FAX W W W.DAVLSBEWSCAM TAMPA • DENVER -..*R-si EST. 1994 c��-- TRIM Tn7LE TMCAL MM DETAILS RIUT .TD. LJ -8090-5 OAK 51/4" LANDING TREAD RAILING LJ -1021 STANDARD - 42" P. ROSETTE KN5I=WALL (OPT. LJ -6010 RAILING SHOUN) 1x6 PAINTED BASE PLATE [F� LJ -4040 NEWEL POST 3 1/4" BASE BD. j `�G'Jk 1xi2 SKIRT NEWEL RAILING SECTION-� , �.1 ' BOARD CUT THRU rr►�a~ SKIRT WALL LJ -6010 LJ -1011 LEVEL QUARTER TURN AS APRON LJ -1011 LEVEL LIH-HOLIKNUC44 LJ -1041/8 CAPBASE • r S -TURN _ — MOULD DECORATIVE METAL BALUSTERS QUARTERTURN LJ -645 (3 PER TREAD - ALTERNATE LJ -4040 LJ -5015 WOOD NEWEL POST NE L POST BALUSTERS TREAD FOR CARPET BALUSTERS NEWEL N.T.S. (OPT. LJ -8010 SERIES (3 PER TREAD) BALUSTERS IN TO HAND AS APRON (3 PER TREAD) RAIL (KEEP HOLE TREAD) LJ -8095 OAK DEPTH THE SAME AT POST LINEAL COVE _ LJ -4042 — MOULDING 36" P. RAILING WOOD TREAD BASE ---�"`'+ OPT. LIP-MG2KNUC44 NEWEL POST — PER TM LEVEL RISER 3 1/4" OR 5 1/4" 1x12 SKIRT BD. Ix12 SKIRT LJ -1040 / 1045 TURNOUT BOARD WROUGHT IRON BALUSTERS LJ -1021 _ LJ -8010 STARTING STEP �,,— Ix6 PAINTED BASE ROSETTE — PLATE LJ -6010 STRAIGHT MOULD MOULDING Ixl2 SKIRT 3 1/4" BASE RAILING 31/4" OR 5 114" RUN BOARD AS APRON LJ -5015 WOOD D _ BASE L BALUSTERS TOP RAIL (3 PER TREAD) LIH-HOLPLA44 _ MOULD STANDARD - LJ-8014MRI (PLAIN) — TREAD FOR CARPET 1x12 SKIRT ADJ. KNUCKLE) (OPT. LJ -8010 SERIES BOARD DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND TREAD SHOWN) LJ -8095 OAK 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER I N STA L LATI O N D ETAI L Ix8 PAINTED LINEAL COVE STAIR DETAILS RISER MOULDING LJ-8010MRI BASE — _.__— - —� _ OAK TREAD PER TM LEVEL / 3 1/4" OR 5 1/4" LJ -4042 NEWEL POST 2 EA. LJ -3016 RAIL AND POST FASTENER GENERIC SWITCH BACK STAIR DETAIL KT.S. GENERAL STAIR NOTE: REI:ER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICANS STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION M 51/4" LANDING TREAD LJ -8090-5 OAI 51/4" LANDING TREAD SEE GENERAL STAIR NOTES SELECT 2 1/4" L SELECT 2 1/4" STRIP FLOORING STRIP FLOOR - 11 11111111 LJ -4042 NEWEL POST LJ-8010MR1 OAK TREADS LJ-8010MR1 OAK TREADS LJ-8010MR2 OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHDmCr\ STAIR FLOOR PLAN STANDARD - 42" H. KNEEWALL (OPT. LJ4010 RAILING SHOWN) OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS 461 q., LJ-4040�q/ NEWEL POST Nw;& NEWEL POST SECTION I I 1x12 SKIRT 1x6 PAINTED BASE CUT TPRU;BOARD PLATE WALL .�<� _ 3 1/4" BASE LJ -6010 AS APRON RAILING LJ -1041/8 CAP S -TURN — CAP STANDARD - LJ-8014MRI LJ -5015 WOOD _MOULD TREAD FOR CARPET BALUSTERS (OPT. LJ -8010 SERIES (3 PER TREAD) TREAD) LJ -8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING LJ-8010MRI BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" 1x12 SKIRT LJ -4042 BOARD NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR D ETAI L STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WIT14 PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWT ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD t0 BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS At NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS OPEN RAILINGT, INSTALL HYBRID TREADS WITH CARPET RUNNER 5. PANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 6. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. 8" QAK eND ``.--FULL PT. WALL LJ-8014MR1 TREAD LJ-8010MR2 CARPET STARTS AT THIS RISER TREAD RAILING FULL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN NTA N.T.S. 2x STUD WALL w/ DRYWALL FIN. j `�G'Jk 1xi2 SKIRT NEWEL RAILING SECTION-� , �.1 ' BOARD CUT THRU rr►�a~ SKIRT WALL LJ -6010 50AFO RAILING RAILING RAILING LIH-HOLIKNUC44 LJ -1041/8 CAPBASE • r S -TURN _ — MOULD DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE STANDARD - LJ-8014MRI LJ -5015 WOOD KNUCKLES AND EQ. SPACED) 3 1/4" BASE BALUSTERS TREAD FOR CARPET BALUSTERS DETAIL N.T.S. (OPT. LJ -8010 SERIES (3 PER TREAD) BALUSTERS IN TO HAND AS APRON (3 PER TREAD) RAIL (KEEP HOLE TREAD) LJ -8095 OAK DEPTH THE SAME AT LINEAL COVE EACH BALUSTER) LJ -4042 — MOULDING 36" P. RAILING WOOD TREAD BASE ---�"`'+ NEWEL POST 1x8 PAINTED PER TM LEVEL RISER 3 1/4" OR 5 1/4" 1x12 SKIRT BD. Ix12 SKIRT LJ -1040 / 1045 TURNOUT BOARD LJ -3009 LJ -4010 NEWEL POST BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT MOULD MOULDING PER PLAN BASE PER TM LEVEL 31/4" OR 5 114" RUN TYP. OPEN TREADS W/ WOOD BALUSTERS STAIR D STAI AT L 2x STUD WALL w/ DRYWALL FIN. 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL la TO We LJ -404 42" 11 LJ -1021 NEWEL RAILING ROSETTE BASE CAP MOULD FST. 1994 -- SKIRT L 50AFO ' • . . . RAILING RAILING LIH-HOLIKNUC44 0 o • r (SINGLE KNUCKLE) LJ -5015 WOOD DECORATIVE METAL BALUSTERS 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL la TO We LJ -404 42" 11 LJ -1021 NEWEL RAILING ROSETTE POST LJ -6010 36" P FST. 1994 -- (DOUBLE KNUCKLE L Io RAILING RAILING LIH-HOLIKNUC44 0 o F- ' o loo (SINGLE KNUCKLE) LJ -5015 WOOD DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) 3 1/4" BASE BALUSTERS BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND AS APRON (3 PER TREAD) RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) LJ -4042 36" P. RAILING WOOD TREAD NEWEL POST LJ -6010 RAILING oe 1x12 SKIRT BD. LJ -4042 BASE LJ -8095 OAK NEWEL POST CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 31/4" OR 5 114" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. HTB. 3/4" MIN. HOLE DEPTH— FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" P. RAILING -� LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL W in m >n n >- Ln d- N LJ -4010 LJ -4045 TYPICAL NEWEL W Ln LJ -4042 tr LJ -4040 POST PROFILES- 4 4 4 4 LJ -5015 LIP-1401-I5ASK44 LIP-14OL25ASK44 LIP-POLIKNUC44 LIP-POL2KNUC44 LIP-POLPLA44 LIP-POL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES �— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL 1yT�i. 1" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH TPE SAME At EACH BALUSTER) 36" P. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF BASKETS TO ,� BE PARALLEL TO TOP RAIL / LIP-POL25ASK44 (DOUBLE BASKET) LIP-POL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. NOTE: DfRALJINC;5 ON 11 "x1 l" 5�4EET UJILL 5E ONE k4L TSE 5GALE NOTED VA I" MIN, HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST PARALLELLINE OF KNUCKLES « BE I ITO TOP RAIL x w c LIH-HOL2KNUC44 Q DAVIS BEWS DESIGN ORM 00 Sr'AM SrRW EAST OUMMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVM WS.CAM TAMPA • E>Er4VER. FST. 1994 -- (DOUBLE KNUCKLE L Io Lo LIH-HOLIKNUC44 0 o F- ' o loo (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" P. RAILING LJ -6010 RAILING oe LJ -4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL TO TOP RAIL 1-I14-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER I N STA L LATI O N D ETAI L N.T.S. STAIR DETAILS x w c Na to M� Q DAVIS BEWS DESIGN ORM 00 Sr'AM SrRW EAST OUMMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVM WS.CAM TAMPA • E>Er4VER. FST. 1994 -- $ M A L Io Lo 0 o F- ' o loo >4 E 'JOB NLWM 2418. 01' CAD FILE NAME Tmm DETAILS sm 04-05-13. REWSrED 09-08-13 12-19-14 01--26-15 02-06-15 02-17-15 02-1!9-15 05-26-15 0B-29-15 STAIR nu TYPICAL STAIR DETAILS 16SD, DAVIS BEWS DESIGN ORM 00 Sr'AM SrRW EAST OUMMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVM WS.CAM TAMPA • E>Er4VER. FST. 1994 -- STAIR nu TYPICAL STAIR DETAILS 16SD,