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HomeMy WebLinkAbout492 Red Rose Ln 17-3732 (a)BOCA GRANDE GARAGE RIGHT INCLUDED ELEVATION "TRADITIONAL" TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OYER 2x6 5UB-FA5CIA, SHINGLE ROOF, ELECTRIC FEAT, 50 GAL. ELECTRIC WATER HEATER, 30 UPPER KITCHEN CABINET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY ,RIEVIEWED"COM COrPUANCE p�Nfi EXAM -w INE�t •13.1 DATE 5ANF RQ 133L IJ21—h!r IVI ION A PERMIT ISSUE. D SHALL BE CONSTRUED TO 8E A LICENSE TO PRCCFFU WITH THE WORK AND NOT AS AUTHORITI+ TC) VIOLATE, CANCEL. ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PEHMIT PREVENT THE SUILUING OFFICIAi FROM THEREAFTER REQUIRING A GORFEC nom or Ep?RORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPA CTI %I TEST Results h,he I eri/ierl at Slab Inspection REDRAW NOTES 11-10-11 CREATED LOT 5PECIFIC PLAN FOR LOT 160 IN THORNBROOKE 40'6, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: (6) CEILING FAN PRE -WIRES, PAVER DRIVEWAY AND LEADWALK, PAVER LANAI, TRAY CEILING IN OWNERS SUITE, MEDICINE CABINET, ADDITIONAL 51NK AT BATH 2, KEYLE55 PAD FOR GARAGE DOOR OPENER, DUPLEX OUTLET AND PER50NALIZED HOME TECHNOLOGY, SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 998 UPPER FLOOR LIVING S.F. 1199 TOTAL LIVING S.F. 2197 Ja�O 0_jMNF, GARAGE S.F. 510 PORCH S.F. 53 LANAI S.F. 150 TOTAL UNDER ROOF S.F. 2910 TOTAL WIDTH 30'-0" TOTAL LENGTH 60'-4" _0-j LL 4) PLAN REVISIONS - DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFI 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS CATIONS 3A1 -FRONT ELEVATION 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -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 `o���rrrrr►�,� r r � :• CC W .. 0 ; L) CD ,0 / GENERAL CONSTRUCTION NOTE5: ///1 C `71 CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. .�r.�..r� K w DAVIS BEWS DESIGN GROVP r LO Li p FST. 1994 Ja�O 0_jMNF, do CY NMIN L > > J N Lm `°�` • 00 va'0h C0 _0-j LL 4) J 0 C* 00 ZcmvL t CEILING CONSTRUCTION: /Irrr..rlll I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A JOB NUMBER 27002.361 • FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FILE NAME LOT 160 TB F.B.C.R. - 5TH EDITION (2014) 810235. ISSUED 11-10-17 REVISED EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - DTH EDITION (2014) 8103.6.2 AND ASTM C 926. PER F.5-C.R. 5TH EDITION (2014) R10310.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INGHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R 5TH EDITION (2014) 8103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.5-C.R. 5TH EDITION (2014) 8103.6.5 OR IN • ACCORDANCE WITH ASTM C 926, 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE OILING 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. EGRE56: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION-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 CORRO510N-RE5ISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT SHINGLES (IF APPLICABLE) : I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 89053 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 Vasa IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMENT PER F.15L.R 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETEi;11NED IN ACCORDAN16E wsri4 sEgTICN 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CL05ER TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR Ci118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL 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-LORR051VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES 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 1 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 ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHE5116 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FAN5 AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT 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 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS 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." 2197 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • ATTENTION GENERAL CONTRACTOR / BUILDER: _ 155UANCE 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 TQ -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. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMMFA FWROA 3077 813. 925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • L7El* FST. 1994 OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS 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." 2197 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • ATTENTION GENERAL CONTRACTOR / BUILDER: _ 155UANCE 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 TQ -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. FOOTING LEGEND: PI 12" DEEP x24"44" GONG. FOOTING W/ (3) S BARS EACH WAY. P2 12" DEEP x30"60" GONG. FOOTING W/ (3) 05 BARS EACH WAY, P3 12" DEEP 44"4" GONG. FOOTING W/ (2) 05 BARS EACH WAY. F3X 12" DEEP 64°60" GONG. FOOTING W/ 05 BARS AT 7 O.C. EACH WAY. 1=4 20" DEEP 40"60" GONG. FOOTING W/ (3) 05 BARS EACH WAY. F 5 I6" DEEP x24"44" GONG. FOOTING W/ (3) 05 5AR5 EACH WAY. P� 12" DEEP 6014" GONG. FOOTING W/ (3)15 BARS EACH WAY. THE FOUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-P5F 18401.4.1 F5GR o 0 8"8" FTG. W/ I - 05 / CONT, (TYP. AT LANAI) Y -011x34 11 A/C PAD (SEE MECH. CONTRACTOR 301 _/1111 FOR LOC.) —\ -0".. 3'-10" . 2'-8" Q I 2'-8" 3''I/All I I-mll IV I IIVV H.S. t - INDICATES I - C7 III IN MA50NRY CELL FILLED 50LID W/ CONCRETE. VERTICAL REINF, SHALL BE HOOKED INTO BEAM A5V. AND FOOTING BELOW. PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER, 80TT. OF FOOTING TO BE 12" BELOW GRADE. ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED 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 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TH15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15W FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE51GNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. no PAVER DRIVE LWALKKJ 2-5TOR1' FOOTING MR) 20" N x 20" W GONG. MONO -FTG. W/ 3 - 15 CONT. RE5AR5 PROVIDE 25" MIN. LAP AT CORNERS AND WHEREVER BARS ARE SPLICED TOGETHER. 50TT. OF FTG. SHALL BE 12" MIN. BELOW GRADE (TYP. 2-5TORY WALLS). TAYLOR MORR16ON U9E5 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES FOUNDATION PLAN - SCALE: GARAGE RIGHT X ro w 150 STATE STREET EAST OLD MAR, PLARMA 34677 813. 925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER NCD �t _ 04 - ■ cl cm ____ 24" L ` rn c • O O0 moo PAVERS 0 M `" ca NN I � T L ELEVATION l ) 0'-4" _ I 3'-8" 81-211 31-211 7 81-311 01-511 A -A1I (J L '1' `F 21.011 L 1_n111 1V aN G--- 11/2" RECESS FOR S.G.D. ---- --- ----- - ------I-_-� ■ 12'-111121-111 i F4 /55\ ( PROVIDE CONDUIT 3A2 ■OL ELEVATION AT 04" (ASSUMED) i IN SLAB FOR ■ 3.5" THICK, 2500 OR 3000 P.51 � I ISLAND ELECTRIC CONCRETE SLAB ON GRADE W/—____—_ `„ 6x6 WI.4xWI.4 MESH OR FIBER I (_ —1 a I MESH OVER 6 MIL. VAPOR BARRIER ON GLEAN, WELL i I j II o U I "% V J ■ COMPACTED, TERMITE TREATED, F3X i I — SINK ■ DW GRANULAR FILL, 77I W/ DISP. ■ I /-� PROVIDE WATER I A 16" ILIA? DEEP FTG. _ i ■ LINE FOR ICE MAKER 54 W/2-15 CONT. T B REF. m I nll ■ i 4'-1011 411 =9 6'-10" M ■ I I ■ F/Z7�7m� Z/�l 1611 Wx12` DEEP FTG. I /� W/ 2 15 CONT. ;? i u ED. I I 5 s ■ n. I —��74=/7 LAV. I SI iJ I `�I II I ■ 8" C.M.U. I I I n; 121-211 3'-811 8'-0" 6'-211 F— —) WALL A5V. 16" WA6" DEEP FTG. ■ W/ 2 -15 CONT. F ? K, Z3i `^ �- ---T------,�--1 ELEVATION - u, � �r l-) 0'-4" i K 50 GALL v 51 W.H. r v � ELEVATION- 11-bu 0 (-) 0'4" 5'-211 1'-411 M I M PAVERS � � � I I I `N I 8"x8" FTG. W/ 1-15 ■ i ■ CONT. (TYP. AT ENTRY) 811 I 20'-811 811 C�' I I v -� — — ■ C.J.I -- C.J. _ --------------I------------------------ ■ -- ------ i=1 I"3 I1-411 i-//�1l ►J /_1V V AN ; NOTE: PROVIDE GAS DROPS I (IF REQUIRED) FOR ALL GAS APPLIANCES. AA ■ i (VERIFY LOCATION OF ■ 3A2 i ALL GAS APPLIANCES ON s FLOOR PLAN PRIOR TO I ANY CONSTRUCTION) _ I t 9.5. �, 11/2" RECE55 FOR GAR. DR ■ ■ ■ ■ ■ "' ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED 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 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF TH15 PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15W FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE51GNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. no PAVER DRIVE LWALKKJ 2-5TOR1' FOOTING MR) 20" N x 20" W GONG. MONO -FTG. W/ 3 - 15 CONT. RE5AR5 PROVIDE 25" MIN. LAP AT CORNERS AND WHEREVER BARS ARE SPLICED TOGETHER. 50TT. OF FTG. SHALL BE 12" MIN. BELOW GRADE (TYP. 2-5TORY WALLS). TAYLOR MORR16ON U9E5 50RA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES FOUNDATION PLAN - SCALE: GARAGE RIGHT ` JOB NUMBER 27002.361 ` FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED X ro w 150 STATE STREET EAST OLD MAR, PLARMA 34677 813. 925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER NCD �t pato 04 cl cm L ` rn c • O O0 moo 0 M 3�E�' ca NN =l`, r z0M T L ` JOB NUMBER 27002.361 ` FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED n_j Vortex Engineering, LLC 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CCA# 28035 Paul D Kidwell, P,E - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL Oth EDITION). THE EN6INEER HAS NOT REVIEWED THE FRE- EN&INEERED TRU55,MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE R16HT TO MAKE ANY CHANOF5 AFTER TRU55 LOAD INFORMATION 15 5UFPLIED TO THE EN5INEER. ll�_HALED FOR 5TRUCTURE ONLY 2197 • TI TLE • FOUNDATION PLAN DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD MAR, PLARMA 34677 813. 925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER EST. 1994 n_j Vortex Engineering, LLC 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CCA# 28035 Paul D Kidwell, P,E - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL Oth EDITION). THE EN6INEER HAS NOT REVIEWED THE FRE- EN&INEERED TRU55,MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RESERVES THE R16HT TO MAKE ANY CHANOF5 AFTER TRU55 LOAD INFORMATION 15 5UFPLIED TO THE EN5INEER. ll�_HALED FOR 5TRUCTURE ONLY 2197 • TI TLE • FOUNDATION PLAN CHAMFER COFNERS 1 CROWN TILING LINE PAINTED SAND FINISH ROUNDED CORNER BEAD T COLUMN BASE TRIM TOP OF LOW WALL DRYWALL WRAPPED COLUMN W/ ROUNDED CORNER BEAD -, TRIM BD. CAP AND BASE (SEE COL. SIDE VIEW DETAIL) 61/2" 42" H. DRYWALL LOW WALL BELOW CHAMFER W/ ROUNDED CORNERS COMER BEAD PLAN VIEW SIDE VIEW ' DINING ROOM COLUMN DETAIL SCALE: N.T.S. LOW WALL MASTER CLOSET F.F. LINE BEYOND — — — —DINING ROOM CLG. BEYOND _ — _ -111ii1■iV010 NING ROOM COL. A)P—i SCALE: 1/4" = I'-011 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - VH EDITION (2014). OPT. AIR SWITCH FOR DISP. M. BEDROOM CLOSET -- FLOOR SYSTEM - OPEN TO KITCHEN DINING 5TD. BASE CABINET SHIM AS REQ'D, CALI. TO CASING 2x STUDS (PER PLAN) 1/1611 O.S.B. BACKING 1/211 DRYWALL SCALE: I/2" - I'-011 LOW WALL — — HALLWAY FINISH FLOOR BEYOND — VI LIN TO - KITCHEN NG MAIN F=LOOR STRUCTURAL Lr=77 WALL CONSTRUCTION TYPICAL MASONRY 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U WINDOW SCHEDULE "5 BAR. IA WINDOW WIDTHS KNEE WALL 8" COMMON BLOCK COURSE OVER 811 GARAGE FRAME WALLS 2011 K/ 2111 3111 5311 J ^ I 9'-4" PLT. HT. ■ FILLED W/lU BAR. WINDOW W CALL -OUTS BLOCK FILLED AND REINFORCED W10) '-o BAR r - DOUBLE 2x4 STUDS NAILED TOGETHER W/ IOD NAILS AT 6" 0/C, TIED TO THE BOTTOM PLATE WITH (1) 51MP60N H25 CLIP. ® U 26" 10d NAILS AT 8" 0/C AS EACH LAYER 15 12 51-1 1/2 32 5H 22 5H 32 5H W - PROVIDE 2 -PLY 26 02 SYP BEAM W/ 1/2" 058 A.F.F. FLITCH PLATE, ANCHORED TO DOUBLE A.F.F. JACK -STUDS AT EACH END WITH (1) 51MP50N H25 C.M.U. COL. CLIP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (1) SIMPSON H25 CLIP. = 3911 9 13 5H 1/2 33 5H 23 5H 33 5H FOOTING WITH (U 5IMP50N A5U66 CONNECTOR II J 10'-4" AFF). THE 1113A5E" LAYER MUST BE I INSTALLED WITH EVENLY SPACED CLUSTERS OF (6)10d GUN -NAILS INTO EACH STUD/ TRUSS WEB. THE `FACE" LAYER MUST BE ATTACHED TO THE 0 51" GUN -NAILS AT 8" 0/C PER ROW. 14 5H 1/2 34 5H 24 5H 34 5H H.B. I/ i I! 16-0x1-0 O.H. GARAGE DOOR 7— Z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H r� Z 9'-411 AF.F, [120 3: 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINpOW5, cUj n WINDOW 5IZE5 ANP IN5TALLATION MAY VARY PER ~ MANUFACTURE 5PECIFICATION5. O 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R - VH EDITION (2014). OPT. AIR SWITCH FOR DISP. M. BEDROOM CLOSET -- FLOOR SYSTEM - OPEN TO KITCHEN DINING 5TD. BASE CABINET SHIM AS REQ'D, CALI. TO CASING 2x STUDS (PER PLAN) 1/1611 O.S.B. BACKING 1/211 DRYWALL SCALE: I/2" - I'-011 LOW WALL — — HALLWAY FINISH FLOOR BEYOND — VI LIN TO - KITCHEN NG MAIN F=LOOR STRUCTURAL Lr=77 WALL CONSTRUCTION 8" K0. BLOCK FILLED WI(I)"5 BAR OVER 8" 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/(U + 0 "5 BAR. IA - 8" K0. BLOCK FILLED W/lU 05 BAR CONT. OVER KNEE WALL 8" COMMON BLOCK COURSE OVER 811 GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL W/ll) 05 BAR, GROUTED SOLID. • 0 8" PRE-ENGINEERED CONCRETE LINTEL 05 I 9'-4" PLT. HT. ■ FILLED W/lU BAR. 8" LINTELS SHALL BE FILLED, BELOW 8" K0. FLAT HEADER BLOCK FILLED AND REINFORCED W10) '-o BAR O - DOUBLE 2x4 STUDS NAILED TOGETHER W/ IOD NAILS AT 6" 0/C, TIED TO THE BOTTOM PLATE WITH (1) 51MP60N H25 CLIP. ® - PROVIDE (4) 2x4 STUDS NAILED TOGETHER W/ ■ ■ 10d NAILS AT 8" 0/C AS EACH LAYER 15 T. APPLIED, TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. - PROVIDE 2 -PLY 26 02 SYP BEAM W/ 1/2" 058 A.F.F. FLITCH PLATE, ANCHORED TO DOUBLE A.F.F. JACK -STUDS AT EACH END WITH (1) 51MP50N H25 C.M.U. COL. CLIP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (1) SIMPSON H25 CLIP. 10 BUILT-UP COLUMN COMPRISED OF (4) 2x6 STUDS NAILED TOGETHER WITH 2 ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO THE FOOTING WITH (U 5IMP50N A5U66 CONNECTOR II - PROVIDE 2 -PLY 26 02 SYP LEDGER (T.O.L. AT 10'-4" AFF). THE 1113A5E" LAYER MUST BE I INSTALLED WITH EVENLY SPACED CLUSTERS OF (6)10d GUN -NAILS INTO EACH STUD/ TRUSS WEB. THE `FACE" LAYER MUST BE ATTACHED TO THE "BA5E" LAYER WITH 2-5TAGGERED ROWS OF 101) 1 GUN -NAILS AT 8" 0/C PER ROW. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 24112 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON 1425 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-011 FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'5 TO BE Fb-2950 P51 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 zn 134116'-0" A/Cl PAD (SEE MECJ. CONTRACTOR FOR LOC.) T.O.M. 26 5H. T.OM. 26 SH. L — — — 9' 4'I ND. AT 8'-0" 9' 4" �HD,T 8'-0" N.B. A.F.F. ■ ■ — BOTT. OF LINTEL AT 81-011 A.F.F. — — — ■ ■ ■ ■ ■ ■ REFER TO SHEET ■ - — — — ■ 2A2 FOR MAIN FLOOR ,L 1 O O O PLAN W/ DIMENSIONS e I PAVERS 1 GATHERING ROOM 41 LANAI 13 8x14 4 O 15'-0"x10'-0" 9'-4» PLT. HT. 9'-4" FLAT CLG. A �1 "- 2I 1 T.OM, I ■ ■ ■ ■ ■ ■ BB Q8-06-0 TEMP. S.G.D. O ■ 3A2 -. O DECORATIVE 36" H. COUNTERTOP '- COLUMN ON I I �KNEE (SEE DETAIL THIS a q ■ 42" H: BASE WALL SHEET) ■ 54 ARCH FROM 6 1/211 x 71' r — — — — — — — — — T - DINING 8-o To 61-611 1 r I� 14'-2"x10'-2" I I DECORATIVE 11 I i OO 1 9'-4" FLAT CLG. B 1 COLUMN ON 1 ■ 42" H, BASE SINK 1 0 ARCH FROM 10 D.W. ■ 61-011 TO 6-8" I FLAT HDR. W/ DISP. I VENT TO �---- �— — — ' " AT 8'-0" OUTSIDE -- -- .KITCHEN 44 p o " °° --- - -- ---- - 9'-4" FLAT CLG.I q LINE OF SECOND FLOOR ABV.- ���� ARCH FROM 8'-0" TO 8'-8" STORAGE O UNDER STAIRS ■ °` 4" x 6 I/2" G.C. VERIFY I W/ OPT. GQ�. BEARING '� ` DECORATIVE LOCATION OF GAME W. WALL 1 O'o COLUMN ON '�` PARALLAM IN I ONLY I o N n >° ° 42" H. BASE FIELD > REF. — — — — — — J a 61/2" WIDE 5 SH. O.H.C. 000 S x 4" DECORATIVE ■ 0o STAIR DATA: COLUMN ON 1 1 1 1 1 2-86-0 0o IS RISERS AT 142" H. BASE UP NOTE: °° 7.38" EACH B AT VOLUME CEILING o0 10.00" TREADS I BEARING C All 1 CL OR I 1 1 1 AREAS ONLY °° FLEX C.G. I OLANDING HATCHING INDICATES ° J _ DOUBLE K0. BLOCK °° 15 -0 x15 -2 WALL ■ COURSE W/ (2) "5 IN o°° 2 STORY CLG. I HALF BATH I T 4" 00 9'_4u I 11 CLG. 1HANSON EACH °0 2-5TORY 9141 CLG. PED. I 5 OP G _I _ BOX 0 3 M CLG. CLG. LAV. 1 i PT. I WA5HE > o o J _I —1— , I ARCH FROM «> >o o� 81-0" TO 81-8" , 2-84-8 PKT. — g Q >o 0 8" SOFFIT -1 FLOOR g1-411 1DIRECT n CPT. 1 I TILE �%8+s GIRDER CLG.1 n�1 1 DRYER c%'os s 91-411 2-84-8 1�,- V 1 VENC [11 J o 3'-611 INSULATE 1'01 g � BEARING WALL PANEL O 00 2WALL K N).H GAL x8 ■ ■ FILL CELL W/ 2 CAR GARAGE ELEv. "C" ONLY■ 20'-8"x22'-8" 9'-4" PLT. HT. G.C. VERIFY THAT DECOR" WALL CONSTRUCTION co �•� IS INSTALLED AT PLANTERS + 0 J" z ?w w +� BETWEEN WALKWAY AND GARAGE KNEE WALL R 30 GARAGE FRAME WALLS R 13 PORCH 1 0I cy 9 111 I j I 9'-4" PLT. HT. ■ I FLAT HEADER PAVERS FLAT HEADER AT 81-011 A.F.F. 1 AT 6-011 A.F.F. ■ ■ ■ ■ 1 ■ ■ T. A.F.F. 1'-411 x I'-41' A.F.F. C.M.U. COL. d ,� REINFORCED W/ 43A2 (3) 05 BARS ■ ■ FILL CELL W/ 2 CAR GARAGE ELEv. "C" ONLY■ 20'-8"x22'-8" 9'-4" PLT. HT. G.C. VERIFY THAT DECOR" WALL CONSTRUCTION ■ �•� IS INSTALLED AT PLANTERS + 0 J" z ?w w +� BETWEEN WALKWAY AND GARAGE KNEE WALL R 30 GARAGE FRAME WALLS R 13 L,j� 1 0I cy 9 111 I ®,e`®� V L� 0 1,0 0 .�■ E 2 0 M cx LINE OF GARAGE DOOR IN OPEN P051TION C �M 410 G I o 1 51 1 v 1 / (TYP.) LINE OF SECOND FLOOR ABV, I H.B. I/ i I! 16-0x1-0 O.H. GARAGE DOOR 7— -- LINE OF SECOND FLOOR ABv. O T.OM. 9'-411 AF.F, BDINING ROOM COL.r,-z-.,DININGCALE: 1/4" = I' ROOM COL. SCALE: 1/4" - I' SPAVER DRIVE !LEAD WALK REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN W! DIMENSIONS 0%%1111# 1"', WALL CONSTRUCTION R -VALUE (MIN.) �•� 00 + 0 J" z ?w w +� R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 L,j� 1 0I cy 9 111 I ®,e`®� FAINDICATE S 105 S 2 S HATCHING LEGEND /fff.♦ffffffffff ff fffff R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT JOB NUMBER 27002.361 • FILE NAME LOT 160 TI3 ISSUED 11-10-17 REVISED X 0 w DAMS BEWS DESIGN GROVP NV �N 150 STATE STREET EAST OLDSMAR, FLORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 'DENVER - EST 19" p - LO 0 N N4'!M L,j� V L� 0 1,0 0 .�■ E 2 0 M �Nr C �M 410 JOB NUMBER 27002.361 • FILE NAME LOT 160 TI3 ISSUED 11-10-17 REVISED �1� 111 ��� 111 111 Vortex Lnglneering, LLC 607 S Alexander St , Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CBA# 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIE&D THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5E0TION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN5E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENSINEER. SEALED FOR 5TRUGTURE ONLY 2197 • TITLE • MAIN FLOOR PLAN N077NG DETAILS DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 'DENVER - EST 19" p - �1� 111 ��� 111 111 Vortex Lnglneering, LLC 607 S Alexander St , Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CBA# 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIE&D THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5E0TION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN5E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENSINEER. SEALED FOR 5TRUGTURE ONLY 2197 • TITLE • MAIN FLOOR PLAN N077NG DETAILS M..W.4 MAIN FLOOR PLAN DIMENSIONS — I;EFER t0 SHEET • I LL •vJ w O O• r NOD 2AI FOR MAIN FLOOR 1'-411 13'-8" I' 4" 12'-4" 1 1'-411 /'fill PLAN Wl NOTES ------ ■ ■ ■ ■ ■ ■ ■ ■ d LL c • 00 ---------`�' OM >4E LANAI T = Ih I GATHERING 400NNW �, ROOM CIDI cA 3' S" 81-211 M.O. 3'-2" I ao ■ ■ ■ ■ ■ ■ T ■ 77 14' -ill I I 4'-1" 10'-10" II' -8" � IIII p_II11 1111 1 DINING IF - I ■ X11 _ �\, I ■ - - - - KITCHEN ■ _ O VAR \ ,4 STRUCTURAL COL.\ REM) W/ OPT. (%AME RM. ONLY _ J M ■ I� IIII FLEX I'-011- 7 HALF ■ BATH I i j I I I] 15'-811 8111 GJ L 61_QII V YI_/JIII r —I 114 ■ I LAUN, O 61-411 1'-8" 22' 011 PORCH ■ 2 CAR GARAGE N 6� r-------------------- ---._.._`--- -----------■ F- 31.011 161-011 M.O. 10■ ■ 3'-0° 1'-411 61.011 811 REFER TO SHEEP 2A1 FOR MAIN FLOOR 81_011 224" PLAN W/ NOTES MAIN FLOOR PLAN DIMENSIONS X cd w • I LL •vJ w O O• r NOD Z 0 NLO /'fill MAIN FLOOR PLAN DIMENSIONS • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED kj X cd w Zj DAVIS BEWS DESIGN GROUP 150 STATE SIVWT EAST OLDSMAR, FWPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVMBEW&CAM TAMPA • DENVER NOD 0 NLO L d LL c • 00 �ro0D E,0 OM >4E �N1 = Ih 400NNW • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED kj fill 11��� 2 11 111 Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plant City, Ron& 33563 813,704,4842 FL4 52683 - CPA# 28035 - Paul D. Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5I6N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R501 OF THE FLORIDA WILDIN6 CODE, RESIDENTIAL fti EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU% LOAD INFORMATION 15 5UPPWED 5_ THE ENGINEER. �SEftLED FOR 5 RUG7URE ONLY 2197 • /7/7IIyyOI.II.IIIII.11..11..111..1._TT- . MAIN FLOORPLAN DIMENSIONS • SH T • INCLUDED ELEV. SHOWN SCALE: 114" : 1'-011 GARAGE RIGHT V. em Zj DAVIS BEWS DESIGN GROUP 150 STATE SIVWT EAST OLDSMAR, FWPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVMBEW&CAM TAMPA • DENVER EST. 1994 F,, fill 11��� 2 11 111 Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plant City, Ron& 33563 813,704,4842 FL4 52683 - CPA# 28035 - Paul D. Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5I6N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R501 OF THE FLORIDA WILDIN6 CODE, RESIDENTIAL fti EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU% LOAD INFORMATION 15 5UPPWED 5_ THE ENGINEER. �SEftLED FOR 5 RUG7URE ONLY 2197 • /7/7IIyyOI.II.IIIII.11..11..111..1._TT- . MAIN FLOORPLAN DIMENSIONS • SH T • INCLUDED ELEV. SHOWN SCALE: 114" : 1'-011 GARAGE RIGHT V. em VARIES (SAF PI AN) TRAY CEILING SECTION SCALE: 1/2" - I'-0" STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES, SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-24 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSDN LSC HANGER. STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •� AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" D.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJCONC.). AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (Ib" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: AT CONC. W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. •� AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 6" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0,131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: �• JOISTS TO BE 24 02 SYP, MIN. AT Ib" O.C. •� IF LANDING INCLUDES STRINGER SUPPORT IN A SEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. �• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" RS, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TSP PLATE, LEDGERS TO BE 28 WITH:. •�• (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT Ib" O.C. MAX. •« 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSDN LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED A50YE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.C,R, - 5TH EDIVON (2014). PLYWOOD TEMP. TUB DECKS GLASS _ J u SHOWER TUB / SHOWER GL. ENCL. DETAIL UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �', SCALE: 1/2" - I'-011 Uf=f=ER 1=L00R 5TRUCTURA1_ LEGEND 12 - TRIPLE 2x4 STUDS (COMPRISED OF 2 -JACK AND I -KING STUDS IF SUPPORTING A HEADER) NAILED TOGETHER W/ 10d NAILS AT 8" 0/C AS EACH LAYER 15 APPLIED, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) SIMPSON M5TCM40 STRAP, USING (5)1/4" DIA. X 21/4" TAPCONS INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS, PROVIDE SOLID BLOCKING BETWEEN THE BONE) BEAM AND STUDS. 13 - TRIPLE 26 STUDS (COMPRISED OF 2 -JACK AND 1 -KING STUDS IF SUPPORTING A HEADER) NAILED TOGETHER W/ 10d NAILS AT 8" 0/C AS EACH LAYER IS APPLIED, ANCHORED TO THE BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) SIMPSDN HTT4 CONNECTOR. 14A - DOUBLE 2X6 STUDS NAILED TOGETHER W/ 10d NAILS AT 8i O/C, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) 5IMP50N M5TCM40 STRAP, USING (5)1/4" DIA. X 21/4" TAPCONS INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS. 15 - DOUBLE 2x4 STUDS NAILED TOGETHER W/ 10d NAILS AT 8" 0/C, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) 5IMP50N M5TCM40 STRAP, USING (5)114" DIA. X 21/4" TAPCON5 INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS. Ib - PROVIDE 2 -PLY 1.15" x 1.25" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSDN M5TA30 STRAPS. 11 - PROVIDE 31/2" X 1.5" PARALLAM COLUMN ANCHORED TO BOND BEAM OF THE BLOCK WALL WITH (1) SIMPSDN M5TCM60. IS - PROVIDE 2 -PLY 2x12 NO.2 SYP HEADER W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSDN L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2xb 02 SYP W/ 1/2" OSS FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON L6TAI2 STRAP. THE JACK-STUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSDN H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN b'-0" FOR 1-DAY6 AFTER GROUTING, STRUCTURAL NOTES • 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 RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA ALL GUARDRAILS LANDTABLE COMPLY WITH FBC 8301.5 PER F.5.C.R4). 3 TREADS AT 42 N. 10.00" EACH LANDING LOW WALL---\ 3/4" PLYWD. DECKING BEAM r FLOOR SYSTEM "% MIN. HEAD /3b CLEARANCE H. CONTINUOUS 10.00 GRASPABLE (TYP.) RAILING I� I" NOSING— •-I (2) 26 (TYP.)BEAMS M I-- —I— —I (TYP.) Q 2x TREADS AND Ix RISERS (TYP,) 2x STRINGERS 2-86-0 5FD 12 TREADS AT 10.00" EACH LANDING STAIR SECTION SCALE: 1/4" = 1411 (2) 24 LEDGERS (TYP.) © 3 - 3050 SH, REFER TO SHEET 12 HD. AT T-2" 12 252 FOR UPPER FLOOR * EGRESS PLAN W/ DIMENSIONS r— --------------"-'--- I � OWNER'S SUITE � ulv 14'-4"x13'-0" Q d 10'-0" TRAY CLG. 10 I �I� I i R/S BB Q r -- — — ------------- I-- —J 3A2 ARCH FROM _ —6'-8" T01'-4" u 12 u 2-8x6-8 PKT. M.C. Lu 15 I I 91 0" LOUGARDEN SEE TUB/SHWR I9 Iti CLG. rARCH FROM CLG TUB DETAIL ON � — J -8" TO 1'-4" 22" N. "` = THIS SHEET TUBPECK 1. 1� I CIO A/C 91.01 p CHASE CLG. LU 12 `XR/5 - - - TEMP. GL. - - 2 8x5-4 SNCL. ON TUB PROVIDE LOUVER' ���" OWNERS DECK H. PAN AND DRAIN DR, W/ R/A BATH HEAP SHOWER SEAT Q UNDER A.H.U. BELOW TILE X SHOWER d 24" H. METAL A/C CLG. PLATFORM A/H TURN STUDS N 42" H. 36" H' OPEN TO LOW WALL LOW WALL 13 BELOW 7 OPT, 42" H. OPT. 3611 H / RAILING RAILING L LANDING DOWN a LL_9 0 CLG. Y LANDING 13 7 o .._Lu A,)0`� N R/S SHOWER 4,4 5-Sxb-B N 51 -PASS ( '-0" FLAT CLG. 2) r-8" x 2'-8" F.G. BATH 2 " HD.' b' m" BEDROOM 2 �I-Ott Q a ABV. SECOND F.F. 9' -0 x 0 CLG. 0 9' 1 CPT. TILE a I 2-bxb-8 0 2x8 1 R/S FRAME — WALL a , CLG. d 4 -04-5 N BI -PASS —I-------� _R/S --_ 5-0x6-8 43A2� 51-PASS BEDROOM 3 BEDROOM 4 11 -0 x10 -4 10 -0 x11 -10' 9'-0" FLAT CLG. 9'-0" FLAT CLG. 3050 SH. HD, AT T-2" *EGRESS REFER TO SHEET 3050 SH. 252 FOR UPPER FLOOR Hp. AT 11 2 PLAN W/ DIMENSIONS * EGRE55 --------------I r� TYPICAL WOOD FRAME (�,.. i d • eJoco = Y � Z WINDOW SCHEDULE iW Q= Z s Or. WINDOW WIDTHS ♦10 104 CON .2011 24" 3611 4611. � � r IL WINDOW CALL -OUTS 0 0 M 0 QOM 3�E U N ,= C.7 w 2011 c/1 1818 F.G. 2018 F.G. 3018 FG, 4018 F.G. = LO 2411 1820 F.G. 2020 F.G. 3020 F.G. 4020 RG, J 36" 1830 5H 2030 5H 3030 5H 4030 5H Z ~ 4811 0 1640 5H 2040 5H 3040 5H 4040 5H Z 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, w WINDOW 51ZE5 AND 1N5TALLATION MAY PARI' PER O MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F -G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.C,R, - 5TH EDIVON (2014). PLYWOOD TEMP. TUB DECKS GLASS _ J u SHOWER TUB / SHOWER GL. ENCL. DETAIL UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �', SCALE: 1/2" - I'-011 Uf=f=ER 1=L00R 5TRUCTURA1_ LEGEND 12 - TRIPLE 2x4 STUDS (COMPRISED OF 2 -JACK AND I -KING STUDS IF SUPPORTING A HEADER) NAILED TOGETHER W/ 10d NAILS AT 8" 0/C AS EACH LAYER 15 APPLIED, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) SIMPSON M5TCM40 STRAP, USING (5)1/4" DIA. X 21/4" TAPCONS INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS, PROVIDE SOLID BLOCKING BETWEEN THE BONE) BEAM AND STUDS. 13 - TRIPLE 26 STUDS (COMPRISED OF 2 -JACK AND 1 -KING STUDS IF SUPPORTING A HEADER) NAILED TOGETHER W/ 10d NAILS AT 8" 0/C AS EACH LAYER IS APPLIED, ANCHORED TO THE BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) SIMPSDN HTT4 CONNECTOR. 14A - DOUBLE 2X6 STUDS NAILED TOGETHER W/ 10d NAILS AT 8i O/C, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) 5IMP50N M5TCM40 STRAP, USING (5)1/4" DIA. X 21/4" TAPCONS INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS. 15 - DOUBLE 2x4 STUDS NAILED TOGETHER W/ 10d NAILS AT 8" 0/C, TIED TO BOND BEAM OF THE SUPPORTING BLOCK WALL WITH (1) 5IMP50N M5TCM40 STRAP, USING (5)114" DIA. X 21/4" TAPCON5 INTO THE BLOCK AND (9)10d NAILS INTO THE STUDS. Ib - PROVIDE 2 -PLY 1.15" x 1.25" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSDN M5TA30 STRAPS. 11 - PROVIDE 31/2" X 1.5" PARALLAM COLUMN ANCHORED TO BOND BEAM OF THE BLOCK WALL WITH (1) SIMPSDN M5TCM60. IS - PROVIDE 2 -PLY 2x12 NO.2 SYP HEADER W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSDN L5TA12 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2xb 02 SYP W/ 1/2" OSS FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON L6TAI2 STRAP. THE JACK-STUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSDN H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN b'-0" FOR 1-DAY6 AFTER GROUTING, STRUCTURAL NOTES • 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 RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA ALL GUARDRAILS LANDTABLE COMPLY WITH FBC 8301.5 PER F.5.C.R4). 3 TREADS AT 42 N. 10.00" EACH LANDING LOW WALL---\ 3/4" PLYWD. DECKING BEAM r FLOOR SYSTEM "% MIN. HEAD /3b CLEARANCE H. CONTINUOUS 10.00 GRASPABLE (TYP.) RAILING I� I" NOSING— •-I (2) 26 (TYP.)BEAMS M I-- —I— —I (TYP.) Q 2x TREADS AND Ix RISERS (TYP,) 2x STRINGERS 2-86-0 5FD 12 TREADS AT 10.00" EACH LANDING STAIR SECTION SCALE: 1/4" = 1411 (2) 24 LEDGERS (TYP.) © 3 - 3050 SH, REFER TO SHEET 12 HD. AT T-2" 12 252 FOR UPPER FLOOR * EGRESS PLAN W/ DIMENSIONS r— --------------"-'--- I � OWNER'S SUITE � ulv 14'-4"x13'-0" Q d 10'-0" TRAY CLG. 10 I �I� I i R/S BB Q r -- — — ------------- I-- —J 3A2 ARCH FROM _ —6'-8" T01'-4" u 12 u 2-8x6-8 PKT. M.C. Lu 15 I I 91 0" LOUGARDEN SEE TUB/SHWR I9 Iti CLG. rARCH FROM CLG TUB DETAIL ON � — J -8" TO 1'-4" 22" N. "` = THIS SHEET TUBPECK 1. 1� I CIO A/C 91.01 p CHASE CLG. LU 12 `XR/5 - - - TEMP. GL. - - 2 8x5-4 SNCL. ON TUB PROVIDE LOUVER' ���" OWNERS DECK H. PAN AND DRAIN DR, W/ R/A BATH HEAP SHOWER SEAT Q UNDER A.H.U. BELOW TILE X SHOWER d 24" H. METAL A/C CLG. PLATFORM A/H TURN STUDS N 42" H. 36" H' OPEN TO LOW WALL LOW WALL 13 BELOW 7 OPT, 42" H. OPT. 3611 H / RAILING RAILING L LANDING DOWN a LL_9 0 CLG. Y LANDING 13 7 o .._Lu A,)0`� N R/S SHOWER 4,4 5-Sxb-B N 51 -PASS ( '-0" FLAT CLG. 2) r-8" x 2'-8" F.G. BATH 2 " HD.' b' m" BEDROOM 2 �I-Ott Q a ABV. SECOND F.F. 9' -0 x 0 CLG. 0 9' 1 CPT. TILE a I 2-bxb-8 0 2x8 1 R/S FRAME — WALL a , CLG. d 4 -04-5 N BI -PASS —I-------� _R/S --_ 5-0x6-8 43A2� 51-PASS BEDROOM 3 BEDROOM 4 11 -0 x10 -4 10 -0 x11 -10' 9'-0" FLAT CLG. 9'-0" FLAT CLG. 3050 SH. HD, AT T-2" *EGRESS REFER TO SHEET 3050 SH. 252 FOR UPPER FLOOR Hp. AT 11 2 PLAN W/ DIMENSIONS * EGRE55 --------------I r� �e r. ® • (�,.. i d • eJoco = Y � Z 1 .: .►� cr- iW Q= Z s Or. 04 0 N to ♦10 104 CON CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SUR -"ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE 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.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 TRUSSES ATTIC ACCESS DETAIL SCALE: 1/2" = I'-011 UPPER FLOOR PLAN NOTES. GARAGE RSCALIEG: HT • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED X DAVIS BEWS DESIGN GROVP NOD 150 STATE STREET EAST OUXMAR, FLORIDA M677 813.925.1300 TEL 813.925.1800 FAX W W WMAVISBEW&COM TAMPA • EXU14VER. �—a EST. 1994- 04 0 N to 104 CON N M � � r IL ` Lm • 0 0 M 0 QOM 3�E U N ,= aroma LO • • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED 1 111 l 111 r Vortex Engineering, LLC 607 S, Alexander St„ Sulte 103 Plant My, Florlda 33563 813704,4642 IL# 52683 - COA# 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEHED THE ATTACHED DE5I6N, AND FIND IT TO BE IN GOMPLIANCE HITH SECTION R30I OF THE FLORIDA 5UILDIN6 CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE - EN6INEEREDTRL55 MANUF, LAYOUT 70 DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RICHT TO MAKE ANY GHANGE5 AFTER TR)55 LOAD INFORMATION IS 5UPPLIED TO THE ENGINEER, SEALED EOR 5TRUCTURE ONLY 2197 • TITLE • UPPER FLOOR PLAN NOTES STAIR SECTION DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA M677 813.925.1300 TEL 813.925.1800 FAX W W WMAVISBEW&COM TAMPA • EXU14VER. �—a EST. 1994- 1 111 l 111 r Vortex Engineering, LLC 607 S, Alexander St„ Sulte 103 Plant My, Florlda 33563 813704,4642 IL# 52683 - COA# 28035 - Paul D, Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEHED THE ATTACHED DE5I6N, AND FIND IT TO BE IN GOMPLIANCE HITH SECTION R30I OF THE FLORIDA 5UILDIN6 CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE - EN6INEEREDTRL55 MANUF, LAYOUT 70 DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RICHT TO MAKE ANY GHANGE5 AFTER TR)55 LOAD INFORMATION IS 5UPPLIED TO THE ENGINEER, SEALED EOR 5TRUCTURE ONLY 2197 • TITLE • UPPER FLOOR PLAN NOTES STAIR SECTION DETAILS R 2E PI 1, o o UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT s • X w ,h DAVIS BEWS DESIGN GROUP o• �Y•Z r LU s iU 0 0• Ze ���' /,b.°•°° • ° � ®`ems N UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED • X w DAVIS BEWS DESIGN GROUP C NOD 150 STATE STREET FAST OLDSMAX , FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER EST. 1994 0 NLO ROW N r. d �LL0) 00 !0 � �Q E 200 �Nr �Nh o L M z T 410 6 LO • • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813 704,4842 FL# 52683 - C0A4 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANGE WITH 5ECTION 8301 OF THE FLORIDA WILDIN6 CODE, RE5IDENTIAL (5th EDITION, THE EN61NEER HAS NOT REVIEWED THE PRE- EWINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANOE5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. ) �5EALEn FOR 5TRUGTURE ONL% 2197 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMAX , FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER EST. 1994 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813 704,4842 FL# 52683 - C0A4 28035 - Paul D Kidwell, RE - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANGE WITH 5ECTION 8301 OF THE FLORIDA WILDIN6 CODE, RE5IDENTIAL (5th EDITION, THE EN61NEER HAS NOT REVIEWED THE PRE- EWINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANOE5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. ) �5EALEn FOR 5TRUGTURE ONL% 2197 , • TI TLE • UPPER FLOOR PLAN DIMENSIONS I la" THICK 5AND FINISH KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING U - NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF TPICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F:B.C.R - 5TH EDITION (2014) R103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 311 = I'-0" G.C. VERIFY ALUMINUM OVER 2x6 5U5-FA5CIA (TYPICAL) PLT. HT. — 4" BANDING——_ (TYP.) STUCCO--�` FIN15H SECOND F.F. LINE T.O.M. TEXTURED ,\ FINISH 6" BANDING (TYP.) 4" BANDING —� (TYR) _ MAIN F.F. LINE >I< EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM 12 LSNINGLE 612 � ROOF 7 /SHINGLE ROO 7 LU12B b /SHINGLE ROOF GRADE LINE— `--TEMP. (ASSUMED) 51DE LT. NOTE: ALL BANDING 15 j BE RAISED SAND FIN15H 6" w w— (TYR) CLEAR OPENING PEIGPT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UR:ACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.13 -C-R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 12 2SWINGLE Q6 ROOF --STUCCO FIN15H — — E ---SHINGLE ROOF - - ININININININIMI MINININININIMINI FRONT ELEVATION - SCALE: 1/4" - I'-011 "(TYR) PLT. HT. — STUCCO FIN15H iso —DECORATIVE FIXED 5HUTTER5 (TYP.) N — SECOND F.F. LINE T.O.M. —TEXTURED FINISH — COACH LIGHT �* — 6" BANDING (TYP.) MAIN F.F. LINE GRADE LINE (ASSUMED) INCLUDED ELEVATION GARAGE RIGHT JOB NUMBER 27002.361 FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED K W 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX WWWnAVLSBEWS.COM TAMPA • DoMgVER C N °° �N O N� y RON L L iL• 00 cc i0o m"00 0 co ,E c� 011 N Zro� JOB NUMBER 27002.361 FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CNA(# 28035 - Paul D, Kldwell, PE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5EGTION R30I OF THE FLORIDA 5UILDIN6 CODE, RE5I19ENTIAL (5th EPITIOW. THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. �_5EALED- FOR STRUGTURE ONLL 21970 , • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS eD Al- D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX WWWnAVLSBEWS.COM TAMPA • DoMgVER EST. 1994 F-=- 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CNA(# 28035 - Paul D, Kldwell, PE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5EGTION R30I OF THE FLORIDA 5UILDIN6 CODE, RE5I19ENTIAL (5th EPITIOW. THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. �_5EALED- FOR STRUGTURE ONLL 21970 , • TI TLE • ELEVA TIONS ROOF PLAN BUILDING SECTION DETAILS REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LE56 THAN 4:12 LANAI ROOF HATCHING INDICATES TYR VENT REQUIREMENTS © RECESS IN TRU55E5 FOR OVERHANG TRAY CLG. BELOW (TYP.) AT HIP VENTILATION CALCULATIONS ATTIC AREA = 150 SQ. FT. / 300 = 0.50 SQ. FT. X 144 = 72 SQ. IN, r— ----'----------------------------- HALF AT UPPER 2/3 ROOF VENTS = 36.00 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 �y✓� \� �Q HALF AT LOW SOFFIT / EAVE VENTS = 36.00 SQ. IN. C�. ACTUAL SOFFIT VENTILATION = 78.0 SQ, IN. i i 6:12 ------------------ 1 I P,i i UPPER ROOF OVERHANG 1 OFF -RIDGE i VENT REQUIREMENTS AT GABLE i VENT (TYP.) VENTILATION CALCULATIONS (UN.O.) i ATTIC AREA =1487 SQ, FT. / 300 = 4.96 SQ. FT. 1 6:12 I X 144 = 714 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 356.88 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 356.88 SQ. IN. ACTUAL SOFFIT VENTILATION = 939.4 SQ. IN. I REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LESS THAN 4:12 PLT. HT. SHINGLE ROOF e L 5TU000 FINIS/H7 12 3 SECOND FF, LINE TOM. CIO MAIN FF. LINE TEMP. ROOF PLAN SCALE: 1/8" = 1411 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. GARAGE ROOF VENT REQUIREMENTS NO ADDITIONAL 5Q. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 REQUIRED 61212 /SHINGLE 12 Q6 ROOF 7 ab SHINGLE 12 ROOF� D6 PH% LT- (TYP.) STUCCO RETUFN e 3" STUCCO FINISH AT SIDES FIN15H FB SHINGLE SECOND F.F. LINE �l ROOF 1122 6 _ SECOND F.F. LINE T.O.M. T.O.M. _ TEXTURED /TEXTURED FIN15H � FINISH _ MAIN FF_LINE ---- ------ -- GRADE LINE X ro w (ASSUMED) I ELEVATION, I SCALE: 1/8" - I'-0" � I I N O co J I I I I � I 00 =i0o 9 0 - 0 CO � I 6:12 I 3�E N ,= 6:12 I I I I ENTRY ROOF IL � I I N VENT REQUIREMENTS _ _ - I �e I VENTILATION CALCULATIONS ATTIC AREA = 53 SQ. FT, / 300 = 0.18 SQ. FT. X 144 = 25 SQ. IN. a Fr HALF AT UPPER 2/3 ROOF VENTS =12.72 SQ. IN. AA I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT/EAVE VENTS =12.72 SQ. IN, i ��j 6:12 ___--_______ ACTUAL SOFFIT VENTILATION = 76.3 SQ, IN. i 1 n REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LESS THAN 4:12 PLT. HT. SHINGLE ROOF e L 5TU000 FINIS/H7 12 3 SECOND FF, LINE TOM. CIO MAIN FF. LINE TEMP. ROOF PLAN SCALE: 1/8" = 1411 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. GARAGE ROOF VENT REQUIREMENTS NO ADDITIONAL 5Q. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 REQUIRED 61212 /SHINGLE 12 Q6 ROOF 7 ab SHINGLE 12 ROOF� D6 PH% LT- (TYP.) STUCCO RETUFN e 3" STUCCO FINISH AT SIDES FIN15H FB SHINGLE SECOND F.F. LINE �l ROOF 1122 6 _ SECOND F.F. LINE T.O.M. T.O.M. _ TEXTURED /TEXTURED FIN15H � FINISH _ MAIN FF_LINE ---- ------ -- GRADE LINE X ro w (ASSUMED) LEFT ELEVATION, SCALE: 1/8" - I'-0" 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH �_- TEXTURED BANDING 2 NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5616 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C IM, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND ASTM C S2b. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 31' GIRDER (2)2x6 LEDGER NAILED Tc 5TUD5 W/ (3)10d NAILS AT TOP AND BOTTOM CHORD OF TRU55 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF .Q6 PITCHES LE55 THAN 4:12 * * * * * 6 12 Q6 SHINGLE SHINGLE ROOF ROOF -- TRU65 SECTION AA PLT. HT. SECOND F.F. 2 T.O.M. =�r ZLA SCALE: 1/8" - I'-011 PLT. HT. _ ---SHINGLE _ 5ECOND F.F. LINE ROOF -- T.O.M. �"' b- JL TEMP. MAIN F.F. LINE _ _ MAIN FF. LINE_ GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" - 1'-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM �c CLEAR OPENING r-4E16H75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - DTH EDITION (2014) 83122 (VERIFY W/ TRUSS MANI °`°s ��jj� •egee••s•ew • U. ; •► ®;COQ •;U ; :rJ sos SECTION BB. SCALE: I/8" - 1411 12, 12 12 Q6 SHINGLE ro ROOF SHINGLE 12 6 UROOF 7 Q6 PLT. HT. / PLT. HT. _ zf STUCCO (TYP.) - FINISH RETURN /STUCCO TEMP /STUCCO TEMP. `v zSTUCCO AT SIDES FINISH 7 OBg. FINISH 7 T FINISH SECOND F.F. LINE �l �l-1— T.OM. II (TYP.) %� /TEXTURED TEXTURED -TEXTURED FINISH FINISH FIN15H 7 MAIN FF. LINE - - �l - - - - - - �l - - - --- GRADE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/5" = 1411 SECOND_ FF, LINE T.OM. _ v� MAIN FF. LINE INCLUDED ELEVATION GARAGE RIGHT JOB NUMBER 27002.361 FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED X ro w DAVIS BEWS DESIGN GROVP N00 c� EST. 1994 o- - N 0 11)ot /N N N O co L AJ L ` � . 00 =i0o 9 0 - 0 CO 3�E N ,= roti 115 z 0M JOB NUMBER 27002.361 FILE NAME LOT 160 TB ISSUED 11-10-17 REVISED 11� 111 Vortex Engineering, LLC 607 S Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R30I OF THE FLORIDA 5UILDIN6 CODE, RE51DENTIAL 5th EDITION, THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TPU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING 6ONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �_5EALED FOR 5TRUGTURE ONLT�' .2197 • TITLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS Iro DAVIS BEWS DESIGN GROVP 150 STATE STIi,EEI' EAST OLDSMAR,RDRMA 34677 813.925.1300 TEL 813.925.1800 FAX W W WDAVISBEWS.C.OM TAMPA • DENVER. EST. 1994 o- - 11� 111 Vortex Engineering, LLC 607 S Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R30I OF THE FLORIDA 5UILDIN6 CODE, RE51DENTIAL 5th EDITION, THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TPU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING 6ONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �_5EALED FOR 5TRUGTURE ONLT�' .2197 • TITLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS Iro �� BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST Alvin FXT1=RI0R gHFATHINC� F MATERIAL PER :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHE ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN gk BRG. HGT. IM. 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 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE a' -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 WATER PROOF CAULKING I i PER BUIOLDER ISH d ■ 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 gTh,F FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST F6 --C- a� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED FLASHIN WINDOW) WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B FOR OPTIONS) 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DEIsivER. EST: 1994 �- 0 Uo0�O 01111 WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE `- EXTERIOR SHEATHING SILL PLATE FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE 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 FLASHING. STUCCO STOP WATERPROOF MEMBRANE �- SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE 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/AAMA 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 27002.000 CAD FILE NAME FL ISSUED REVISED x 2 w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DEIsivER. EST: 1994 �- 0 Uo0�O 0 _j co ; to � C0 sm 4) L _j •. 00 3� 0J co E Oro' J*'m 00ro~ }� z cq • JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED REVISED • TI TLE • FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.CAM TAMPA • DEIsivER. EST: 1994 �- • TI TLE • FLASHING DETAILS SHEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLA514ING AT LOWER N05E OF M.W.W.5. SELF ADHESIVE FLA5HINC� MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --�� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING ° ° / :i;;�] / ° / v NAILING FLANGE DO NOT FLASH OVER—/ BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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'A" 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 EXTERIOR - 3/4'A" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE4' DETAIL WP02) — SELF -ADHERED FLASHING O ' , r rb SELF -ADHERED \ FLASHING'"''` O SEAL TOPS OF 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 EXTERIOR DOOR WITH DECK WALL SHEATHING ASPHALT SEALANT:CONT. GALV. "L" rTEXTURED, PAINTED -- EXTEND MIN. OF 6' FLASHING PER ER. WALL FINISH OUTSIDE OF FLASHING MANUFACTURESSPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE STER STOP CRICKET AS (REQUIRED AT BY PLAN SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF / < LOCATIONS) AT ENTRY SHINGLE OVER DIVERTER FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH r,rr1 a ,t z; ; •� •� ,� t t HOLD EXTERIOR i% 4% FINISH 2" ABOVE `'" t : z� i .� ii •; s� i� ;`r;: °t °t �` ROOF °r°•r• ° �• • Y.rr �.,o far\. . r •r 0,�-r,Y; ; :: it n i :t it ::.: •tr i• is , rt it it :: •r 0 •r 11% ` ° ti i1 :` iti oar FLASHING CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -� 6 TO 12" PER PLAN SPECS. e GALV.'L' FLASHING TYPICAL. E --ROOFING FELT °4*—DRIP EDGE � FASCIA FIGURE 3: CORNER DETAIL v- - WINDOW UNIT -- SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 777777■ SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING, wl 1p! SCORED RELEASE PAPER ` (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT 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 Rto�E CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL <•9y °METAL IP EDGE TO BE UNDER T�'QFq`S�S,,y UNDERLAYMENT AT ROOF EAVES �sT O✓Oi4�,S !,YS)QqR0-'�,9�2 S�toE� R �aO� Co�R6 4PyM�N�OUO sRo S O� O\ 'SOs R\O o No; PP i RAKE METAL DRIP EDGE z2 29' TO BE OVER s' 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS 7' FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" FLASHING W/ TAR 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.[�AVLSBEWS.CAM TAMPA • DENVER. WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. 0 \ CUT 2" DIAGONALLY OFF CONT. GALV. "L" --- UPPER CORNER OF TRIMMED SHINGLE FLASHING PER co fA � T N VALLEY CENTERLINE / L L MANUFACTURES 0 O w0 0 ' n C SPECIFICATIONS \ / 01EO OVER ROOF ROOF MATERIAL PER LY ro� SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED J 0 m T rr 0 0 UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS cc Z N C 1 COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER v- - WINDOW UNIT -- SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 777777■ SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING, wl 1p! SCORED RELEASE PAPER ` (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT 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 Rto�E CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL <•9y °METAL IP EDGE TO BE UNDER T�'QFq`S�S,,y UNDERLAYMENT AT ROOF EAVES �sT O✓Oi4�,S !,YS)QqR0-'�,9�2 S�toE� R �aO� Co�R6 4PyM�N�OUO sRo S O� O\ 'SOs R\O o No; PP i RAKE METAL DRIP EDGE z2 29' TO BE OVER s' 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS 7' FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR �— 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 11/2" TO 2" ABOVE ROOF SHEATHING NOTE:' N, BUILDING PAPER AND \�`/ METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. BLOCK 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 SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI J IVIIIY : *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE COINER SELF -ADHERED — FLASHING PATCH )HERED FLASHING EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.[�AVLSBEWS.CAM TAMPA • DENVER. WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. 0 -�� CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM co fA � T N VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR �— 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 11/2" TO 2" ABOVE ROOF SHEATHING NOTE:' N, BUILDING PAPER AND \�`/ METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. BLOCK 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 SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI J IVIIIY : *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE COINER SELF -ADHERED — FLASHING PATCH )HERED FLASHING www JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED REVISED x ro 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.[�AVLSBEWS.CAM TAMPA • DENVER. --.� EST. 1994a— r 0 Uo�o 0 �MN0) Y/H �� co fA � T N L L QoLL 0 O w0 0 ' n C 01EO LY ro� J 0 m T rr 0 0 ,yam cc Z N C 1 www JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED REVISED THESE DETAILS ARE GENERIC AND MEANT ��S H I N G C ETAI LS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • TI TLE • FLASHING DETAILS • S EET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.[�AVLSBEWS.CAM TAMPA • DENVER. --.� EST. 1994a— THESE DETAILS ARE GENERIC AND MEANT ��S H I N G C ETAI LS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. • TI TLE • FLASHING DETAILS • S EET • 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. LECTfRICAL <E** 4/0 ALU. CABLE C x R5 MAIN DISCONNECT METER metria. WEATHERFfM DUPLEX OUTLET A/C DISC. WM50 - SQUARE D WALF-SWITCHED DUPLEX OUTLET NU) REFER TO FLOOR TYP. M4 AND X12 COPPER TO PLAN FOR NOTEDMAIN DISC.AMPS. INSIDE= LIGHTS AND OUTLETS REQUIRED :#4 PANEL MO COPPER TO $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WATER HEATER UNDER3ROUND m* 06 COPPER TO RANGE SERVICE BY c. LIGHT FIXTURE WITH PULL CHAIN 5Gh1c pIETIACfiORS POWER COMPANY TO BE HARD -WIRED COPPER TO 5/8" GROUND ROD C� EXHAUST FAN ALSO SERVICE TO BE BONDED G.C. VERIFY: ELECTRIC DOOR OPERATOR (OPTIONAL) TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LECTfRICAL <E** DUPLEX CONVENIENCE OUTLET C x R5 DUPLEX OUTLET ABOVE COUNTER metria. WEATHERFfM DUPLEX OUTLET NOD I.F., GROUND FAULT INTERRUPTER DUPLEX OUTLET WALF-SWITCHED DUPLEX OUTLET NU) SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR o�N N W 220 VOLT OUTLET WALL SWITCH w 13 THEE -WAY SWITCH 14 FOUR-WAY SWITCH tiLLrn $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 14-10 WALL MOUNTED INCANDESCENT LIGHT FIXTURE m* 0 coNN RECESSED INCANDESCENT LIGHT FIXTUI;?E c. LIGHT FIXTURE WITH PULL CHAIN 5Gh1c pIETIACfiORS TRACK LIGHT TO BE HARD -WIRED FLUORESCENT LIGHT FIXTURE z 6M r C� EXHAUST FAN Q, EXHAUST FANLIGHT COMBINATION G.C. VERIFY: ELECTRIC DOOR OPERATOR (OPTIONAL) ALL CEILING MOUNTED LIGHTS TO USE CEILING ® CHIMES (OPTIONAL) PAN RATED BOXES o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIMAL) Qr TWER 10STAT ELECTRIC METER G.C. VERIFY: ELECTRIC PANEL LOCATION OF DUPLEX —imp— DISCONNECT SWITCH OUTLET ® SPEAKER (OPTIONAL) c ROUGH -IN FOR OPT. CEILING PAN G.C. VERIFY: PERSONALIZED HOME J c� CEILING MOUNTED INCANDE8CENT LIGHT FIXTURE W/ TECHNOLOGY G J ROUGH -IN FOR OPT. CEILING PAN NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.1) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE., J4" (UNLESS A5V COUNTERTOP) TELEVISIOK ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINIwG ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, 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 GF.C.I. PROTECTED (Gr -.D. 6. IT 18 THE FOPON6151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING WAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE 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 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I W.P. GF.I. L---� LIGHT VC )ISCONN. MICROWAVE OUTLET SINGLE +14" MALL TD. W.P. GF.I. FOR T.U.G. SERVICE ELEC. METER • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REMISED 2197 C x R5 1 7 813 . 92S .1300 TEL 813.925.1800 FAX W W W.DAVISBi-WS.CAM TAMPA • DIIWER. NOD 0 NU) o�N N W 11� w tiLLrn 00 14-10 m* 0 coNN %_ E P> z 6M r f+ L0 10 • JOB NUMBER 27002.361 • FILE NAME LOT 160 TB ISSUED 11-10-17 REMISED 2197 7 813 . 92S .1300 TEL 813.925.1800 FAX W W W.DAVISBi-WS.CAM TAMPA • DIIWER. �-� EST: 1994 71 N O � z � O C)m 0 S c) 37H OO � J >= OOBEWS DAVISD1LVI5 BEWS DESIGN GROUP 150 STATE STREET EAST OLDfiMAR, FLORIDA 3467 MAIN FLOOR ELEC. PLAN MAI�NEF�LSHOWN OOR ELECTRICAL PLAN J] 4EA GARAGE RIGHT COACH COACH LIGHT on , DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER *,P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,Q RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/I-IGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIMAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s0 SMOKE / CARBON MONO. COMBO DETECTOR I< TELEPHONE (OPTIONAL) My TELEVISION (OPTIONAL) (D THERMOSTAT X ELECTRIC METER -w ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIMAL) c� ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS 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 A50VE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. J4" (UNLESS ABY COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 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 MRNE.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL 5E GF.C.I. PROTECTED (GF.I) 6. IT 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 CARE0N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAR30N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 0 I OWNER'S SUITE FOR OPT. FANLIGHT 1 SD CLEAR PKT. HORIX.7 MAKE LIGHTS P A.H. lo�� DISC. IDO N V SWI CH BEDROOM 2 ROUGH -IN OPT Fes? SD BATH W.P. W.P. I I GF.I. ATH 2 1 HORIZ MAKE-UP LIGHTS GF.I. d SD SD <\ /i ROUGH -IN FOR OPT. J FANLIGHT �i ROUGH -IN m FOR OPT, ® BEDROOM 4 J FANLIGHT BEDROOM 3 ----------- ROUGH -IN OPT. WS D1�VIS BEWS DESIGN GROVP FAN/LIGHT V N ao " 0 DOWN TO SWITCH 0 I OWNER'S SUITE FOR OPT. FANLIGHT 1 SD CLEAR PKT. HORIX.7 MAKE LIGHTS P A.H. lo�� DISC. IDO N V SWI CH BEDROOM 2 ROUGH -IN OPT Fes? SD BATH W.P. W.P. I I GF.I. ATH 2 1 HORIZ MAKE-UP LIGHTS GF.I. d SD SD <\ /i ROUGH -IN FOR OPT. J FANLIGHT �i ROUGH -IN m FOR OPT, ® BEDROOM 4 J FANLIGHT BEDROOM 3 ----------- • JOB NUMBER 27002.361 • FILE NAME LOT _160 TB ISSUED 11-10-17 REVISED K ro w WS D1�VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, flARIDA 346T7 813.925.1300 TEL 813.925.1800 FAx W W W.DAVISBEWS.CAM TAMPA •DENVER N ao " 0 o /N 1§4 W M rrrr ;? L L � U. Cca = ro0 0 0M 00 � rro� prom • JOB NUMBER 27002.361 • FILE NAME LOT _160 TB ISSUED 11-10-17 REVISED UPPER FLOOR ELECTRICAL PLAN. INCLUDED ELEV. SHOWN GARAGE RIGHT , ' TI TLE ' UPPER FLOOR ELEC. PLAN WS D1�VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, flARIDA 346T7 813.925.1300 TEL 813.925.1800 FAx W W W.DAVISBEWS.CAM TAMPA •DENVER � EST'.19g4 �- UPPER FLOOR ELECTRICAL PLAN. INCLUDED ELEV. SHOWN GARAGE RIGHT , ' TI TLE ' UPPER FLOOR ELEC. PLAN 1;1-oll 15 1=011 FLOOR TRUSSES 1 oil W ROOF TRUSSES FRAMING FA6TENER CAPACITY LEGEND Ol 51MP6ON MT5MIb, 20 - (1)106 w/ (4)1/4" x 21/4" TITEN (TYP. @ 6IMP50N HIO - (8) ad X 11/2" (TYP. SYR FRAME) FRAME TO MASONRY) (TUK KOLL 01WING SMALL APPLY UN.0d 5IMP50N META18-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 6IMP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME 150 STATE STREET EAST OMWAR, FLORIDA 34677 819.923.1300 TEL 813.923.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ALL-AROUND) O 51MP5ON M5TAM24 - (9)10d w/ (5)1/4" x 21/4" TITEN ITYP. 1q 5IMP50N L5TAI8 - (14)106 (TYP, FRAME TO FRAME) FRAME TO MASONRY) 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN ® 6IMP50N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 15 5IMP60N HT620 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O5IMP50N WETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 16 5IMP50N L5TA30 - (22)106 (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE ® SIMP60N HTT4 - (1) 5/8" dia. A.B. + 184d BOLT IN SIMPSON SET' I`1 (2) 5IMP50N MT618 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 6YP FRAME 6IMP50N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO O TO FRAME) MASONRY K.O. BLOCK SET IN SIMPSON SET EPDXY, (TYP 2 -PLY Ig 5IMP60N 5Tb224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU56 HEEL TO MASONRY) (3%50) ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER 5IMP60N MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 2(d (3) 5IMP50N HTS20 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MA60NRY K.O. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® SIMP50N M6TAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) SIMPSON HT620 - (24)10611/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 6IMP50N LGT3-6D5 2.5 (12) -5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN6 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A (TYP. FOR 3 -PLY TRU55 HEEL MASONRY) 23 SEE: INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES (9IMPSON HTT5 - (l) 5/8" DIA. A5,+ 26-16d BOLT IN SIMPSON SET MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 `-'EPDXY. EMBED A55" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 5IMP50N HT6M16 - (8)10d w/ (4)1/4x21/4 TITEN (TYP. 5YP FRAME TO MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 1� 5IMP50N HGT-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 2r� SIMPSON M5TCM40 W/ (14)-166 SINKERS AND (10) " x 2 ' TITEN INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET SCREWS EPDXY. (TYP 5.Y.P, FRAME TO MASONRY) SIMP50N M5TCM60 Wl (26)-16d SINKERS AND (14)" x 2" TITEN 11 61MP60N HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MASONRY K0, BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRUS5 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE: USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED, 2, CAPACITIES ARE AS PER SIMP50N STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUS5 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. TRU55 DE5fGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL, UNLE55 NOTED OTHERUE: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 6IMP50N META20 (AT EACH Il/ (1)10d x 1-1/2" (U.N.O.) 2: ALL TWO STO Y MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON PETA20 (32" X.) / 9) O.C. M 10d x 1-1/2" l-t6EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*0 (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE 5IMP60N HIDA W/ (18)10d x 1-1/2" OR SIMP60N HT620 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (U.ND.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA60NRY WALL CONNECTIONS A SIMP50N M6TCMb0 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY NOTE AT LEDGERS C ORD HU/HUC28 2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY, U.N.O. INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGHT JOB NUMBER FILE NAME ISSUED 2702 361 REVISED LOT 160 TB 11-10-17 , 0 — ( r r SPECIFICATION FOR L.ED)GER5 (TUK KOLL 01WING SMALL APPLY UN.0d LEDGER A (LA) - 2x4 PT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGI"I EDGE NAILING (TYP. UNO 150 STATE STREET EAST OMWAR, FLORIDA 34677 819.923.1300 TEL 813.923.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRU55IF5), NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 UJ/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LG) - (2) 2x8 PT UJ/ 5/8" DIA, x 8" A.B. AT 12" O.C. STAGGERED UJ/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT U1/ (4) 5IMP50N 5DS25600 SCREWS AT EA, STUD 06" O.C. MAX.) UJ/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/S" DIA. x 8" A.B. AT 12" O.C. STAGGERED UJ/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT UJ/ 5/8" DIA. x 8" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 UJ/ (4) SIMPSON 51D525600 SCREWS AT EA. STUD 06" O.C. MAX.) UJ/ SIMPSON HU/1-4UC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE AT LEDGERS C ORD HU/HUC28 2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRU55 ATTACHMENT RESPECTIVELY, U.N.O. INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGHT JOB NUMBER FILE NAME ISSUED 2702 361 REVISED LOT 160 TB 11-10-17 , 0 — ( r r 111 _1I ��� 111 111 Vortex Engineering, LLC 607 S, Alexander St,, Suite 103 Plant City, Florida 33563 8t3,704,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEAED THE ATTACHED OE516N, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTIONR301 OF THE FLORIDA BUILDING CODE, RE-51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RES-ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTUPE ONLY.) 2197 , • Tl TLE • TRUSS STRAPPING PLAN SHEET SETRI. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OMWAR, FLORIDA 34677 819.923.1300 TEL 813.923.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 111 _1I ��� 111 111 Vortex Engineering, LLC 607 S, Alexander St,, Suite 103 Plant City, Florida 33563 8t3,704,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEAED THE ATTACHED OE516N, AND FIND IT TO BE IN GOMPLIANGE WITH 5EGTIONR301 OF THE FLORIDA BUILDING CODE, RE-51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RES-ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTUPE ONLY.) 2197 , • Tl TLE • TRUSS STRAPPING PLAN SHEET SETRI. GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 7/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRJ55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OP THE TRUSS MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUPACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OP ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD POR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OP RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'S C0MP0NENT5 6 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 OP RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST REGENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED U51NG MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST REGENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRUSS TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMP0NENT5. • NOTE: UPON REVIEW, ENGINEER OP 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 5U5JECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTION5 SR=ECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR 5PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIPICATION5. PRE -CAST LINTEL5 HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OP CASTCRETE LINTEL5 OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUPACTURED PRODUCTS SUCH AS; ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSE ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RE5PON5I5LE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S 5PEGIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRE65URE5 REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR A5 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING 5TAIRWELL5 ARE TO BE FRAMED 'a 16 " D.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2STORY HOMES W/O HA51TAIBLE ROOM ABOVE GARAGE: ALL PRAME GARAGE WALLS 4 CEILINGS. TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HA (TABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/5" TYPE "X" DRYWALL ALL PRA E GARAGE WALLS TO 5E 1/2 1:;)RYW,4L. • ALL DOORS PROM 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 & LANAI CEILING5 TO BE -i/S" STUCCO OVER 15/32" 055. ROOFING 4 PLASHING (NOTE: SEE ELEVATION PAGE POR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. 8905.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30# FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBGR 905.21. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL PLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.G. W/ 4 LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/S" STEEL ANGLE W/ 3/5" DIA, X 4" LAG SCREWS v 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 P.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RESPONSIBLE FOR 51RICK/5TONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH PIR5T FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/(oOO IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT, • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT A5 NOTED IS BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S 5P'EGIPICATION5 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4REFERENCES: I.1. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MA50 IRl' 5T FUCTURES (TMS 402/ACI 530/A5G 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MA50NR'r 5TRX:TURE5 (TM5 403) 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDING & OTHER STRUCTU2E8 (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STR.ICTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CCNNECTED WOOD TRUSSES BY THE TR.155 PLATE INSTITUTE (TPI) LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FOR WOOD COIN5TRUCTION (ND5) LATEST EDITION, 1.8, AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRICTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF 5UR;q--ACE LIVE: 20 PSF ROOF SURFACE DEAD: 1 PSF FOR SHINGLE OR METAL, 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTICS 5E"D WITH FIXED STAIRS: 30 PSF 2.2. FLOOR LOADING: GENERAL LIVE: 40 P51F GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF P455ENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSP 2.3. OTHER LOADING: G4ARDRAIL5 AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS L15TED IN THE FBCR TABLE 8301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECO"MENDATIONS 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL 9ES5URE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE 501L BEARING PRESSURE OF 2000 PSF. 3.3. IT 15 THE CONTRACTOR'S IRE5PCN5151LITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCIETE 8 MINIMUM COMPRIE851VE 5TR xTH OF 2500 psi ,@ 28 DAYS (UN.O.. 4.3. REINFORCEMENT REBAR 5 A511M A&I5 GRADE 60 (UN.D.) 4.4. WELD WIRE FABRIC (W.I.F A57M A185) or PIKER MESH PER ASTM CI116 TYPE 111 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 L155 / CU YD) 4.5. LAP SPLICES 4 HDOGS SEE TABLE. 5, MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENT5 OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE (O/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: e THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE5TCN, VNF;CzINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 52.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR TH15 PROJECT. 5.2.2. CO-FRE55NE STRENGTH REQUIREMENT 15 f*=600 PS. 5.2.3. DETERMINATION 0= C 19;P 551VE STRTIGTH 15 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 A5T M 0416. GROUT 514ALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF all -1111. 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5,3,2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE-5TRE85ED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 53.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6, COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDCN5 15 NOT APPLICABLE. 5.3.8. FIRE-5TRE551NG ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICAIBLE. 5.3.10, LINTEL5 TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE, 5.4. EXECUTION: 5.4.1. PIPES 8 CONDUITS Aim NOT APPLICABLE. 5.42, ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECO"IMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D ,11 5.4.4. WHEN USED, MA50NRY CONTROL JOINTS 5HOULD BE INSTALLED IN THE LOCATIONS 6HO1.N ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE '5TANDARD VERTICAL UWEYED CONTROL JOINT (3/69', AND 'MICHIGAN CONTROL JOINT'.. 6. WOOD FRAMING: 61 DIMENSIONED LUMBER SHALL BE DRESSED 645, 4 514ALL BEAR THE GRADE STAMP OF THE MANUFACTURERS ASSOCIATION, 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE PROM WARP. 6.3. FRAMING WALLS 8 COLUMNS 6.3.1, MINIMUM 0= 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED e BEAM OR GIRDER TRI55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. NOT USED 6.33. NOT USED 6.3.4. ALL TRUSS BRACING LUMBER SHALL BE 5.Y.P. •2 OR BETTER 6.35. INTERIOR LOAD BEARING (IF APPLICABLE) WALL5 STUDS TD BE SPACED a 16" O.C. 4 SHALL BE S.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING: S.Y.P. C01P0NENT5, 12 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4,112 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 6.3.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.38. INSTALL BLOCKING IN ALL WALL STUDS OVER 6-0,a MID -HEIGHT, 4 SHEATRW3 JOINT. BRACE GABLE END WALLS e 4'-0 O.C. AS 5HOWN IN DRAWING. 6.3.9, ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 8 SHALL BE FASTENED PER P/53. BOTTOM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE 5.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 50000 TO BE CONTINUOUS THRU TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PE65URE TREATED OR NATURAL DURABLE WOOD. 6.5, PRRE58URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TIEATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD RESERVES INSTITUTE EQUALITY MARC LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION, ALL ROOF 5HEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.. (SEE PLANS FOR 51-EATHING THICKNE58.) FOR ALL SHEATHING ATTACHMENT; SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: 5HINGLE 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. 6.6.2, WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX SPAN. 6.6.3. FLOOR: CART, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 8 GROOVE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RRECO1MENDATIO 15. 6.1. ALL NAILING 8 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CON5TRUCTION REQUIREMENTS, ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZER 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED k SUPPLIED BY SIMPSON! STRONG TIE CO., U5P, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS 9;E5CR15ED BY THE MANUFACTURER. 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER SCSI REEW MENDATIGN5 8 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (UND. 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRICTION, 6.11, INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 0/52, ATTACH TO SLAB WITH 1/2" PIA x 10" A.B. a 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SMP50N 5D525600 6 24" D.C. MAX TO FLOOR TRUSSES OR BLOCKING AS APP,_ICA5LE. AT TOP PLATE ABOVE ATTACH WITH 6IMP5ON HTSI6 OR TO BLOCKING ABOVE -a 24" O.G. AS PER DETAIL 'P'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 8 TREATMENT CONTRACT RENEWAL SHALL BE P=ROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 8 ROOF DOWN5POUT5 SHALL DISCHARGE 6 LEAST 1'-0" FROM BUILDING SIDEWALL5. • IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 51DELUALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TEiRMITICIDE8 INCLUDING SOIL APPLIED TERi"11TICIDE6, BAITING SYSTEMS, OR TERMITIGIDES 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 PLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC,, SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 8 MORTAR ALONG THE POUNDATION PERIMETER t'1U5T BE REMOVED. • A CERTIFICATE OF 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 FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAW5 OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OP AN- , -BUILDING OR PROPOSED BUILDING 5FECIFIGATION FOR BUCK ATT,ACNMENT EOLLOWIZ SPALL APPLY ..O. • IF Ix - ATTACH WINDOW THROUGH BUCK TO MA50NRY/WOOD FRAMING, IF 2x - ATTACH TO 2x • IF IF 2K- ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS 6 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLO -PLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5tH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC. ANY DISCONTINUITY IN DE51GN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING 814ALL APPLY UNO.) • ALL 1/2" DIA, A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. OR 5/S" DIA, A.B. INTO THE 51DE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 511 . • ALL 1/2" DIA - 4.5, INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 611 . • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLA55 SHALL HAVE A MINIMUM EMBEDMENT OF 1" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. 5PECIFICATION5 FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. SPECIFICATION FOR LANDING6 4 STIR CONSTRUCTION (TH, FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 •2 SYR • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. T STRINGERS RUNNING PARALLEL e TO SUPPORTED Y A WA SNA ATTACHED: •• Q MASONRY/GONG. WITH 4" DIA X 3'PTAPCON5 AT 8 O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG. •• @ WOOD WITH (4) 0.131 X 31" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG. ATTACH FOOT TO FLOOR: •• a CONC. W/ �" DIA. X 3" TAPCON5 6 12" O.C. •• a WOOD ATTACH W/ 0.131 X 3" NAILS AT 8" O.C. TO TRU55/JOI5T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • SHA BUILT LANDINGS LL BE B L FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. tv 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. to IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2x8 END J015T WITH (3) 0.131X32'" R.S. END NAILS AT EACH LANDING JOIST, B (2) 0.131 X 32" TOE NAILS PROM EACH JOIST TO KNEEWALL TOP PLATE. of LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4 X 3" TAPCON5 -8 8" O.C. STAGGERED 6 MASONRY/CONCRETE ATTACHMENT. of ATTACH J015T5 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 4 HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE 8301.5 4 SECTION 8312, FOR 5TRUCTURE5 WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE 8301.2(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 © 10 SOFT + 28.8 /-117.9 PSF © 20 SOFT +26.7/-109. PSF © 50 SOFT + 22.5/- 100.1 PSF © 100 SOFT + 20.4/- 92.4 PSF WALL © 10 SOFT + 50.0/- 67.0 PSF Q 20 SOFT + 46.6 /- 62.7 PSF ® 50 SOFT + 44.9 57.2 PSF © 100 SOFT +42.4/-55.5 PSF © 500 SOFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH +44.6/-49.7 PSF 10' WIDTH + 43.9 49.2 PSF 12' WIDTH +4,3.2/-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: GONTRAGTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISGREPANGIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC,. HARMLE55 TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIONS AGGOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 0 = Z ... w `•. o C/j `e 0: z r 4 ' OLU �_s > _ a ¢ P -6 <o 0 o N 'Wz Qz O ZS p LU asp* MMM 4J A1 e 600 z 0 U) ry 0 J q DATE QJS_3D-17 SCALE NOTED DRAWN MK/PDK JOB _ Sheet content: 5truOtural Notes Sheet number: N 1 141-30 PRE- ENGINEERED WOOD 12 TRU55E5 6 24" 0/C UPLIFT CONNECTOR (SEE TRU55 (TYP.) 5EE ELEY. SHEET FOR 5CHEDULE) MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) 6IMP50N META20 s EA.5TUD M015TURE BARRIER 8"X8"X16" K.O. BLOCK W/I 05 CON :4. (1/*5 VERT. IN GONC.FILLED CELL e FILLED W/2500 1=51 GROUT W/ 5TD 90° HOOK IN K.O, BLOCK HATCHING LEGEND NOTE: ® - AT 2x6 WALLS USE 5PH6 CONNECTORS OR5 s OWN. Kneewall Above MasonryWall Detail (4) 106 NAILS INTERIOR LOAD F AT 2x8 WALLS USE SPHS BEARING WALL lW/ S-1 SCALE: NTS FLOOR INTO DBL UPLIFT) CONNEC5TORS IN LIEU OF TRUSS TOP PLATE PH4 CONNECTORS SHOWN. BRG. TRU55 BRG. FOR WALLS LARGER THAN Rebar Lap,Embedment &Hook Schedule 2X8, USE 51MP50N 5PI'5 ON " $ 1 SCALE: NTS SEE PLAN SEE PLAN J BOLT W/ NUT WASHER (REFER TO EACH SIDE OF 5TUD TO NOTE: BOTTOM PLATE 8 5IMP50N DOOR MANUFACTURERS INSTALLATION HAXHING LEGEND REGARDLESS 5P2'5 ON EACH SIDE OF 15 VERT. WALL IN5TRUCTION5 FOR SPACING @ SIZE) NOTE: STUD BEARING OF HATCHING FASTEN EA.5TUD STUD TO TOP PLATE5. REINF. GROUT "AT 2x6 WALL5 USE 5PH6 SHOWN ON " CELL5 50LID 2x6 P.T. JAMB WALL TO TOP PLATE w/ U•N.O. UPLIFT CONNECTOR CONNECTORS 1N LIEU OF INTERIOR LOAD WALL5 - 5PH4 CONNECTORS SHOWN. (SEE PLAN FOR PLANS, SIMP50N 5PH4 w/ e (SEE TRU55 SHEET -.__ SIZE) 5YP 2x4 MIN. THAT 5UPPORT 12-106 NAILS SEE TRU55 SHEET FOR NOTE: AT 2x8 WALLS USE 5PH8 BEARING WALL ADDITIONAL STRAPPING e FOR SCHEDULE) 4 5TUD5 0 16" O/C ROOF TRU55ES a NOTWITHSTANDING MANUFACTURERS --- CONNECTORS IN LIEU OF (W/O UPLIFT) EITHER COLUMNS SPECIFICATIONS, JAMB SHALL BE 2x6 5PH4 CONNECTORS SHOWN. DIRECTLY OR 6 GARAGE TO STUD BEARING WALL (SEE MIN. R SHALL BE ATTACHED TO THE DBL, TOP PLATE (1) 5IMP50N 5PH4 WK12) 106 FOR WALL5 LARGER THAN INDIRECTLY HOUSE WALLS PLAN FOR SIZE) 5YP 2x4 MIN. MA50NRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMP50N 5P1'5 ON GARAGE TO ARE TO BE 5TUD5 6 16 0/C A.B. AT 24 O.C. STARTING 9 MAX. " 1/2" GYP. BOARD EACH SIDE OF 5TUD t0 INSULATE PER 1/2 GYP. BOARD 1/2" DIA. x 8" HOUSE WALLS BUILT A5 I �, 24" TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WA5HER5 BOTTOM PLATE 4 51MP5ON BEARING WALL CALCS/5PEC5 I/2 DIA. x 8 TITEN LI FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK 5P2'5 ON EACH 51DE OF TITEN HD � 48" INSULATE PER O.C. FOR A MAX. UPLIFT OF � �� O.C. MAX (SEE CALC5/5PEC5 W/UPLIFT 1500 L55. ON EACH TRU55 SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. l STUDS 16 O.G. STUD TO TOP PLATE5. FOUNDATION (1) SIMP50N 5PH4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. U.N.O." PLAN FOR w/ 12-106 NAILS EA. TRU55 PAGE FOR LOCATION ARE MIN. 5TANDARD5, MORE STRINGENT "J" BOLTS 8 WA6HER5 0 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./5PEC5. EXCEPTIONS) NEEDED ONLYDOOR MANUFACTURER SHALL (REFER TO FND 8 FLR PLN FOR CONT. 2X PT SOLE PLATE PT BOTTOM '-m" PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S 1 scALE: Nrs CONTROL. U.N.O." WALL THICKNESS) �m 0'-0" DSL 5YP TOP PLATE (1) SIMPSON 5PH4 WK12) 106 . - - 4"GONG. SLA5. SEE COMMON NAILS EA. STUD I_ FOR WOOD FRAME WALL TO FOUND. PLAN FOR A FOOTING SEE _ -i FOOTING SEE EL V 0 -0 TO OF SLAB �- - FOUNDATION PLAN FOR 1 I- - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. —III=1 11= -' P III I 51ZE5 4 MORE INFO. FOR SIXES MORE OCCUR A LINTEL USE 1/2 x 6 5P4 TOP - INFO. THREADED ROD SET IN �' Load Brn Interior Stud Part Detail 51MP5oN SET EPDXY Q - - - - 5IMP50N 5P2 -s EA.5TUD GRADE (oO BAR SIZE BEND DIAMETER 1/16" APA RATED SHEATHIN LAP SPLICE BEND DIAM11 ETER FTER LENGTH SEE SCHEDULE FOR FASTENING PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. DOUBLE 112X" S.P.F. TOP d � d \ / \ Ie v, � PLATE •. 2X4 PT STUDS 6 16" D.C. OR (1)2X4 PT STUD 6 24" O.C. UNDER COMMON TRU55 W/(2) *3 CRICKET AS REQUIRED 41/4 7 2X4PT 5TUD5 UNDER HIP 9.I .° �• , 03.2-1/2" d• a .A.d Q \ I CARRIER/GIRDER TRUSS _ I < ° I � 5HEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 5HEET. FRAMING ABOVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRE5 ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL FLOOR TRUSSED LUS, LSU WITH 1/2" ANCHOR BOLT 24" O.C. TYP. 1x4 PT BASED ON O OR L551 VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH General Irre Ular WlndoW Attachment INFORMATION PRE-ENG.jo 0N PRE-ENGINEERED MIN. 1/4" x 2-1/4" TAPCON s 12" O.C. OR PER MANUFACT. M PROVIDED BY WOOD ROOR WOOD ROOF 5PEC5. S-2 SCALE:NTS CONTRACTOR. TRU55E5 TRU55ES CMU WALL BELOW INTERIOR SIMPSON C516 a AREA CORNER -s16" O.G. PLYWOOD TO HORIZONTALLY 2x8 LEDGER W/ EXTEND TO 4-0.131 x 31/2'' R.5. INTERIOR BOTTOM OF WALL NAILS -8 EACH AREA 2X 5UCK5 ATTACHED W/ FLOOR TRU55 2x8 LEDGER W/ 1/4"x 3" TAPCON5 a 12" (FIELD VERIFY 4-0.131 x 31/2" O.C. WITH MAX. 6 FROM WITH TRU55 R.S. NAILS END OF M1=MBER LAYOUT EACH STUDS MA5. OPENINGS. LOCATION) WITH -OUT FLOOR TYPICAL PLAN VIEW GMU WALL BELOW WITH FLOOR TRU55 TRU55 T iCal Led er Detail 2X MEM5ER5 ATTACHE W/51MP50N A35 WHERE S-2 SCALE: NTS NEEDED TO MEET MANUFACTURER'5 ' • ATTACHMENT POINT SEE TRU55 SHEET 2x TOP PLATE 5EE TRU55 5HEET REQUIREMENTS. 5EE TRU55 FOR 5TRAPPING CONT, FOR STRAPPING 5HEET FOR -i/16" MIN. APA DOUBLE TOP PLATE ��-TOP CHORD 51MP50N A35 RATED SHEATHING (MIN. STUD GRADE 5YP) NAILED TO 2X OR STRAP 5M5 TO MULLION FASTENEA. 5TUD NOTE 1/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM BY MANUFACTURER. TO TOP PLATE w/ 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGE$ w/ (3) 16d TOENAILS EA. END 51MP50N 5PI w/ 10-106 NAILS EA. STUD FOR 5TUD5 BELOW HDR. (2) 51MP50N SP4 w/ 6-10dxl 1/2 NAILS EA. 5TUD INSTALL 1/2" X 6" THREADED ROD IN 51MP50N SET EPDXY 6 2'-0" O.G. (MAX) TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY 51MP50N MT518 � PRE-ENGINEERED ROOF TRU55. I- &-s F Q F O.G. ALL AROUND SET. IT 15 NOT ACCEPTABLE TOn OPENING SU55TITUTE A LE65ER DEPTH HEADER TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS 6 EA. EACH TRU55 — 1IL IPA N�/.� L J 2x BOTT. PLATE U 4w SIMPSON A35 ANGLE W/ 1L -SEA 1 REFER TO TYPICAL 2-5TOR SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS NAILS EA. STUD t0 TU TOP CHORD Ix WALL SECTION FOR INFORMATION NOT SHOWN WINDOW ATTACHMENT POINTS TO 2X 2X 5UCK5 ATTACHED W/ ATTACHED W/ MEM5ER5 OR DIRECTLY TO CMU/WOOD .. THROUGH BUCK FRAMING ONLY. NUMBER OF DIAD. MEM5ER5 J _ LL_ I/4"x 3" TAPCON5 Q 12" ATTACHMENT POINTS PER MANUFACTURER. 2X LINTEL. SEE AD 5UGK5 TO BE ATTACHED TO CMU PER N�x�jOOp O.G. WITH MAX. 6" FROM 5PECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEE 2x4 BEARING x WALL ABOVE ARCH NECE55ARY ONLY PER END OF MEMBER MAS. OPENING VARIATIONS. MIN. 2X BUCK FOR CONNECTOR5 2X4 BLOCKING 24" 0/C W/ 3-0.131 x WALL W/ STUDS WINDOW ATTACHMENT OPENINGS. SPECIFICATIONS FOR MORE INFO, PROHIBITS 2X THICKNE55 's CENTER OF ARCH, USE DIRECT ATTACHMENT TO THING NAIL 16" O.C. CMU/WOOD FRAMING, WITH OR WITHOUT 1X 16d 6" OC BUCK, WITH 2X BUCK 6 EACH 51DE TO EDGE5 OF OPENING. ALL TAPCON5 TO HAVE 3 1/2 R.S.. MIN. 1-1/4" EMBEDMENT. 2x8 MIN. FRAMING FROM 1116 APA RATED WOOD 2X BUGK. LARGER THAN 2x8, USE 51MP50N SPI'S 5UCK5 TO BE ATTACHED TO GMU PER DRAWN MK/PDK • ALL OTHER BOLT OPTIONS MUST BE REVIEUJED APPROVEF-) B�' E.O.R. IN WRITING. 1/4"X 3 1/2" MASONRY SCREW SHEATHING 2X MEM5ER5 ATTACHED 5 TRU55 � 16" O.C. CONT. TO ' 1N5UL. PER CALCS. 4 5PEC5 WALL. ABOVE ARCH NECE55ARY ONLY PER ON EACH SIDE OF STUD TO BOTTOM SIMP50N 5PH4 OPENING VARIATIONS. MIN. 2X BUCK FOR THE PLAN SFT SHALL CONTROL. W/51MP50N A35 WHERE WINDOW/SHEATHING ATTACHMENT e HEADER. (ON SECOND FLOG F OU H ALL LOAD BEARING 5YP. TOP CORD (3) 0.131 x 3 1/2" COMMON a TRU55 CHORDS EA. STUD IF 2X ATTACH TO PLATE 4 SIMP50N NEEDED TO MEET DORMER ROOF BY 0.131 x 3 1/2" GMU/WOOD FRAMING, WITH OR WITHOUT IX COMPONENTS, 01 MANUFACTURER'5 GMU. w/ 1/4"x 3" TRU55 MANUF. OR EDGE5 OF OPENING, ALL TAPCON5 TO HAVE CONCRETE is 4" O.C. ATTACHMENT POINT GRADE SHALL CONVENTIONAL FRAME (5EE PLAN) TAPCONS -a 12" O.C. PRE-ENGINEERED PRE-ENGINEERED REQUIREMENTS. 71FLOOR BE U5ED FOR J015T ROOF TRUSSES TOP PLATE5. U.N.O." 2-2"x4" BLOCKING FLOOR PLAN SIMP50N LSTA12 6 EACHIF 2x4. FOR 2x IX THEN ATTACH WINDOW THROUGH WITH 4-16D COM STUD OR EQUIV. FOR MORE INFO. CEILING BOARD PER BUCK TO CMU/ WOOD TOENAILS EACH END BE ATTACHED WITH ROOF TRU55 BY ROOF (TYP. ALL 2X ARCH. PLANS FRAMING. IF 2X THEN 00 DOOR. GREATER THAN 1/2" IA. x 6" TITEN D E TRUSS MANUF. WINDOW BUCK ./I ATTACH TO 2X BUCK. TYP. LOAD BEARING WALL HT516 W/ 16-10d 2X4 BLOCKING w/ NOTE - CONST. 2"x4" 6 16" O.C. (SINGLE EA. TRUSS TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALL5 USE SPH( BOTT. PLT., DOUBLE TOP PLT.) BOTTOM PLATE TOENAILS CONNECTOR5 IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 Knee Wall Attachment Detail MANUFACTURER CONNDormer CONNECTORS IN 5SHOWN. IF 2X ATTACH TO CMU. ��, 1/4"x 3" TAPCONS F S-2 Floor Truss To Girder Connection 5PH4 FOR WALLS LARGER THAN O.C. W/MAX. 6 SCALE:NTS K S-2 2x8, USE 51MP50N 511'5 ON FROM END OF BUCK. F (TYP. ALL 2X WINDOW SCALE: NTS EACH 51DE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 51MP5ON 2x8 LEDGER W/ 2x8 LEDGER W/ 512'5 ON EACH SIDE OF 5TUD TO TOP PLATE5. 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" U.N.O." R.S. NAILS -a PLYWOOD O R.5. NAILS a EACH 5TUD5 EXTEND PA5T EACH 5TUD5 FLOOR TRUSSES HANGER TO E ENG WOO BE SIMPSON 2x8 PT VERTICAL (ABV) ,@ WALL TO BE ATTACHED 5HEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 5HEET. FRAMING ABOVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRE5 ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL FLOOR TRUSSED LUS, LSU WITH 1/2" ANCHOR BOLT 24" O.C. TYP. 1x4 PT BASED ON O OR L551 VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH General Irre Ular WlndoW Attachment INFORMATION PRE-ENG.jo 0N PRE-ENGINEERED MIN. 1/4" x 2-1/4" TAPCON s 12" O.C. OR PER MANUFACT. M PROVIDED BY WOOD ROOR WOOD ROOF 5PEC5. S-2 SCALE:NTS CONTRACTOR. TRU55E5 TRU55ES CMU WALL BELOW INTERIOR SIMPSON C516 a AREA CORNER -s16" O.G. PLYWOOD TO HORIZONTALLY 2x8 LEDGER W/ EXTEND TO 4-0.131 x 31/2'' R.5. INTERIOR BOTTOM OF WALL NAILS -8 EACH AREA 2X 5UCK5 ATTACHED W/ FLOOR TRU55 2x8 LEDGER W/ 1/4"x 3" TAPCON5 a 12" (FIELD VERIFY 4-0.131 x 31/2" O.C. WITH MAX. 6 FROM WITH TRU55 R.S. NAILS END OF M1=MBER LAYOUT EACH STUDS MA5. OPENINGS. LOCATION) WITH -OUT FLOOR TYPICAL PLAN VIEW GMU WALL BELOW WITH FLOOR TRU55 TRU55 T iCal Led er Detail 2X MEM5ER5 ATTACHE W/51MP50N A35 WHERE S-2 SCALE: NTS NEEDED TO MEET MANUFACTURER'5 ' • ATTACHMENT POINT SEE TRU55 SHEET 2x TOP PLATE 5EE TRU55 5HEET REQUIREMENTS. 5EE TRU55 FOR 5TRAPPING CONT, FOR STRAPPING 5HEET FOR -i/16" MIN. APA DOUBLE TOP PLATE ��-TOP CHORD 51MP50N A35 RATED SHEATHING (MIN. STUD GRADE 5YP) NAILED TO 2X OR STRAP 5M5 TO MULLION FASTENEA. 5TUD NOTE 1/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM BY MANUFACTURER. TO TOP PLATE w/ 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGE$ w/ (3) 16d TOENAILS EA. END 51MP50N 5PI w/ 10-106 NAILS EA. STUD FOR 5TUD5 BELOW HDR. (2) 51MP50N SP4 w/ 6-10dxl 1/2 NAILS EA. 5TUD INSTALL 1/2" X 6" THREADED ROD IN 51MP50N SET EPDXY 6 2'-0" O.G. (MAX) TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY I- PRE-ENGINEERED ROOF TRU55. I- &-s F Q F O.G. ALL AROUND SET. IT 15 NOT ACCEPTABLE TOn OPENING SU55TITUTE A LE65ER DEPTH HEADER TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS 6 EA. TRUSS R L_ 1IL IPA N�/.� L J 2x BOTT. PLATE U 4w HEADER, PRECAST SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS FOR 4 TRUSS CONT. WINDOW ATTACHMENT POINTS TO 2X ': ATTACHED W/ MEM5ER5 OR DIRECTLY TO CMU/WOOD .. THROUGH BUCK FRAMING ONLY. NUMBER OF DIAD. MEM5ER5 J _ LL_ RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X LINTEL. SEE AD 5UGK5 TO BE ATTACHED TO CMU PER N�x�jOOp LIEU OF 5PH4 5PECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEE OF "J" BOLTS UJITH EXPANSION BOLTS 15 NOT PERMITTED. WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR CONNECTOR5 2X4 BLOCKING 24" 0/C W/ 3-0.131 x WINDOW/514EATHING ATTACHMENT Q WINDOW ATTACHMENT TOP/SIDES OF ARCH OPENING, IF ARCH TOP SPECIFICATIONS FOR MORE INFO, PROHIBITS 2X THICKNE55 's CENTER OF ARCH, USE DIRECT ATTACHMENT TO THING NAIL THEN ATTACH TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X 16d 6" OC BUCK, WITH 2X BUCK 6 EACH 51DE TO EDGE5 OF OPENING. ALL TAPCON5 TO HAVE 3 1/2 R.S.. MIN. 1-1/4" EMBEDMENT. 2x8 MIN. FRAMING FROM 5HEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 5HEET. FRAMING ABOVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRE5 ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERSFOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL FLOOR TRUSSED LUS, LSU WITH 1/2" ANCHOR BOLT 24" O.C. TYP. 1x4 PT BASED ON O OR L551 VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH General Irre Ular WlndoW Attachment INFORMATION PRE-ENG.jo 0N PRE-ENGINEERED MIN. 1/4" x 2-1/4" TAPCON s 12" O.C. OR PER MANUFACT. M PROVIDED BY WOOD ROOR WOOD ROOF 5PEC5. S-2 SCALE:NTS CONTRACTOR. TRU55E5 TRU55ES CMU WALL BELOW INTERIOR SIMPSON C516 a AREA CORNER -s16" O.G. PLYWOOD TO HORIZONTALLY 2x8 LEDGER W/ EXTEND TO 4-0.131 x 31/2'' R.5. INTERIOR BOTTOM OF WALL NAILS -8 EACH AREA 2X 5UCK5 ATTACHED W/ FLOOR TRU55 2x8 LEDGER W/ 1/4"x 3" TAPCON5 a 12" (FIELD VERIFY 4-0.131 x 31/2" O.C. WITH MAX. 6 FROM WITH TRU55 R.S. NAILS END OF M1=MBER LAYOUT EACH STUDS MA5. OPENINGS. LOCATION) WITH -OUT FLOOR TYPICAL PLAN VIEW GMU WALL BELOW WITH FLOOR TRU55 TRU55 T iCal Led er Detail 2X MEM5ER5 ATTACHE W/51MP50N A35 WHERE S-2 SCALE: NTS NEEDED TO MEET MANUFACTURER'5 ' • ATTACHMENT POINT SEE TRU55 SHEET 2x TOP PLATE 5EE TRU55 5HEET REQUIREMENTS. 5EE TRU55 FOR 5TRAPPING CONT, FOR STRAPPING 5HEET FOR -i/16" MIN. APA DOUBLE TOP PLATE ��-TOP CHORD 51MP50N A35 RATED SHEATHING (MIN. STUD GRADE 5YP) NAILED TO 2X OR STRAP 5M5 TO MULLION FASTENEA. 5TUD NOTE 1/16" MIN, A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM BY MANUFACTURER. TO TOP PLATE w/ 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 6 PANEL EDGE$ w/ (3) 16d TOENAILS EA. END 51MP50N 5PI w/ 10-106 NAILS EA. STUD FOR 5TUD5 BELOW HDR. (2) 51MP50N SP4 w/ 6-10dxl 1/2 NAILS EA. 5TUD INSTALL 1/2" X 6" THREADED ROD IN 51MP50N SET EPDXY 6 2'-0" O.G. (MAX) "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 611 PRE-ENGINEERED ROOF TRU55. RATED 5HTG. 2X 16" O.G. &-s F PRE-ENGINEERED ROOF TRU55. O.G. ALL AROUND SET. IT 15 NOT ACCEPTABLE TOn OPENING SU55TITUTE A LE65ER DEPTH HEADER TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS 6 EA. TRUSS R gill 5/8" x 8" IPA N�/.� 2x BOTT. PLATE U 4w HEADER, PRECAST CONNECTION IF 1X THEN ATTACH WINDOW WALLS USE 5PH8 FOR 4 TRUSS CONT. WOOD TRU55E5 ': ATTACHED W/ PRE-ENGINEERED WOOD TRU55 .. THROUGH BUCK CONNECTORS IN J _ LL_ 0 NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN, 2500 PSI. 5UB6TITUTION 5PAN5 "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 611 PRE-ENGINEERED ROOF TRU55. RATED 5HTG. 2X 16" O.G. WIDTH, (2) CRIPPLES 4 (l) KING 15 REQUIRED ON EACH BIDE OF THE F PRE-ENGINEERED ROOF TRU55. O.G. ALL AROUND SET. IT 15 NOT ACCEPTABLE TOn OPENING SU55TITUTE A LE65ER DEPTH HEADER TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS 6 EA. THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE GORRE SPONDING BOLTS. a e 5/8" x 8" CONNECTORS SHOWN. AT 2x8 2x BOTT. PLATE U 4w HEADER, PRECAST CONNECTION IF 1X THEN ATTACH WINDOW WALLS USE 5PH8 FOR 4 TRUSS CONT. WOOD TRU55E5 ': ATTACHED W/ PRE-ENGINEERED WOOD TRU55 .. THROUGH BUCK CONNECTORS IN J _ LL_ 0 NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN, 2500 PSI. 5UB6TITUTION 5PAN5 LINTEL. SEE AD N�x�jOOp LIEU OF 5PH4 SIMP50N A35 ALL 2X TO 2X OF "J" BOLTS UJITH EXPANSION BOLTS 15 NOT PERMITTED. FLOOR PLAN FRAMITO CONNECTOR5 2X4 BLOCKING 24" 0/C W/ 3-0.131 x WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS FOR MORE INFO, 1/2 GYP. BOARD THING NAIL THEN ATTACH TO SHOWN, FOR WALLS 16d 6" OC FRAMING ONLY. NUMBER OF DIAG. MEMBERS 3 1/2 R.S.. RELATIVE TO NUMBER OF REQUIRED 2x8 MIN. FRAMING FROM PER SCHEDULE 2X BUGK. LARGER THAN 2x8, USE 51MP50N SPI'S 5UCK5 TO BE ATTACHED TO GMU PER DRAWN MK/PDK • ALL OTHER BOLT OPTIONS MUST BE REVIEUJED APPROVEF-) B�' E.O.R. IN WRITING. 1/4"X 3 1/2" MASONRY SCREW NOTE: "TYPICAL At 5 TRU55 � 16" O.C. CONT. TO ' 1N5UL. PER CALCS. 4 5PEC5 WALL. ABOVE ARCH NECE55ARY ONLY PER ON EACH SIDE OF STUD TO BOTTOM POCKET SLIDING OPENING VARIATIONS. MIN. 2X BUCK FOR THE PLAN SFT SHALL CONTROL. �, g�� O.C. WINDOW/SHEATHING ATTACHMENT e HEADER. (ON SECOND FLOG F OU H ALL LOAD BEARING 5YP. TOP CORD (3) 0.131 x 3 1/2" COMMON a TRU55 CHORDS IF 2X ATTACH TO PLATE 4 SIMP50N DOOR. PRECAST 0.131 x 3 1/2" GMU/WOOD FRAMING, WITH OR WITHOUT IX COMPONENTS, 01 BUCK, WITH 2X BUCK 6 EACH 51DE TO GMU. w/ 1/4"x 3" 512'5 ON EACH EDGE5 OF OPENING, ALL TAPCON5 TO HAVE CONCRETE is 4" O.C. GRADE SHALL TAPCONS -a 12" O.C. 51DE OF STUD TO LINTEL. 5EE BE U5ED FOR NOTE. 2x8 PT MIN. W/MAX, 6" FROM TOP PLATE5. U.N.O." FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL 6 WALL TO END OF BUCK, FOR MORE INFO. SLIDING DEPTH5 BE ATTACHED WITH (TYP. ALL 2X 00 DOOR. GREATER THAN 1/2" IA. x 6" TITEN D E WINDOW BUCK 2x4 �2 GRADE HD, ATTACHMENT.) SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS 5HEET. FRAMING A15OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S 5PECIFICATION5, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 -s EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION OR BETTER MAY COOV RACpOR BE USED. ALL 4x NOTE: 1X PT VERTICAL 6 WALL 5PI EACH STUD FOOTING 5EE FOOTING 5EE MATERIAL MAY TO BE ATTACHED WITH 1/4" x CENTERED ON F_ FOUNDATION FOUNDATION BE'1 GRADE. 2-1/4" TAPCON 6 12" O.C. OR 2x8 PT N rre ularit Width Less Than Window Width Attachment WALL.PLAN FOR 4"GONG. SLAB, PLAN FOR U.N.O." PER MANUFACT. 5PEC5. 1x6 HEAD S 2 SCALE: NTS CMU WALL - SEE 2X PT 51ZE5 4 MORE 5EE FOUND 51ZE5 4 MORE g Structural Kneewall FLOOR PLAN FOR BOTTOM INFO. PLAN INFO. 4''CONC. SLAB. $-2 SCALE: NTS MORE INFO. PLATE 5EE FOUND. I PAVERS OR PAVERS OR PLAN 4" GONG. 4" GONG, INSTALL GLA55 PER BLOCK WALL BEYOND 5LAB 5LA5 ° Q MANUFACTURER 2X BEARING WALL W/ e e d. , ° JOIST STUDS m 16" O.C. a — ° e.. d e °. R4F BOUNDARY i/16 APA RATED e ° a d° e K.O. w/ 1-05 CONT. R 5T NAILING FOR PRE -ENGINEERS RE -ENGINEERED _.'• ; ° ° CAULK UNDER FRAME WALL, DASHED FLOOR TRU55 ,,/�-WOOD SHEATHING FLOOR TRU65 e°. ' *' LINE °" ,. INDICATES 2x6 SOLID BLOCKING W/ GONG. SILL TOP PLATE OF 3-0.131 x 31/2" TOENAILS CMU Lintel Pkt. Slider Detail 1 Wood Frame Pkt. Slider Detail ":. 5/8 CEMENTITIOUS FINISH WALL EA, END H PER FBCR 703.6 2 X 4 RIBBON S 2 SCALE: NTS S-2 SCALE: NTS EDGE5 GABLE END attacHED To EACH 4" GONG SLAB ` , . (5EAM5 OF TRU55 TOP FLOOR J015T WITH 3-0.131 SEE FLR PLN FOR HDR. SIZE NOTE: #5 CORNERS 48" O.C. SHEATHING) CHORD x 31/2" NAILSMAX. AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER SIMP50N 5PH4 w/ 6-10d 4 WHERE THE HEADER 15 NOT FULLEDGE SIMPSON C516 EA. STUD 5'-0" (U 61MP50N 0516 OR (I) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD ".. ;. ISL' TO BASE OF 2X4 M6TA24 w/ 22-IOd NAILS - NOT GO OVER SHEATHING) BLOCKING • 16" O.C. RIPPED DOWN .° e d .. . RIBBON BELOW IMP50N WT516 g CENTER ON HEADER U.N.O. (1I SUFFICIENT TO FLUSH THE HEADER t0 d.: • BOUNDARY EA. TRUSS NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF ° ° 9 . . .... 5TUD5) (U.N.0) THE 5PH CONNECTORS ABOVE THE SIMP60 TYP. LOAD HEADER 4 FOR THE PROPER FOOTING SEE HETA20 REFER TO TYPICAL 2-5TORY WALL BEARING WALL IN5TALL4TION OF THE CRIPPLE FOUNDATION PLAN d SECTION FOR INFORMATION NOT W/UPLIFT 5TRAPPING, AT 2x6 WALLS USE 5PH6 IN FOR 51ZE5 4 MORE d BLOCKING 5EAM BOUNDARY GMU WALL SHOWN FOR ROUGH OPENINGS OVER LIEU OF 5PH4, AT 2x5 WALL6 USE 5PH8 e " e ° 5'-0" USE (2) SIMPSON 0816 IN LIEU OF 5PH4, FOR WIDER WALLS USE INFO. FOR WALL, NAILING FOR OR (2) MSTA24 (U.N.0) 51MPSON CS16 IN AN 5PN PANEL OVERHANG p Cantilevered Floor Truss Over Wall CONFIGURATION. ATTACH PAD BLOCKING Non-Brn .Mitered Glass Framin Detail SHEATHING CLIP OUTRIGGER e "2x " KING 5TUD w/ (3) (0.131 x 3 1/2 NAILS TO HEADER FOR ROOFS 24 O.C. S-2 SCALE: NTS MIN. U.N.O.° S-2 SCALE: NTS TONGUE 4 -SPECIFICATION FOR KINGS 4 C I P E5 WHEN NECE55ARY TO MAINTAIN PROPER GROOVE FOR FIELD FIELD SUB FASCIA OR 2X4 CROSS THE FOLLOWING 5H PP Y . VJ CLEARANCES FOR THE WINDOW/DOOR FLOORS WALL PLATE BRACING 6 48" WITHIN AN OPENING, IT 16 ACCEPTABLE BOUNDARY 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE NAILING O.G. ON TOP OF II II BRACING 6 48 CRIPPLE 4 (1) KING 16 REQUIRED ON OR BOTH OF THE TOP PLATE5 16 J 3OLT REFLAGE1 TENT GH AfiRl: (PERIMETER OF RAT RUNS FOR 4 EACH SIDE OF THE HEADER. FASTEN WALL O.C. ON TOP � SHEATHING • 3 ELIMINATED TO MAINTAIN THE FULL DIAPHRAGM) 2X4 RAT RUN TRU55 SPANS AT OPENINGS 3'-6" TO 5'-2" IN DEPTH HEADER SPECIFIED IN THE PLAN OF BOTT BRACING 6 48" O.C. ON TOP OF TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 611 F 1/2" x 5" EMBED WIDTH, (2) CRIPPLES 4 (l) KING 15 REQUIRED ON EACH BIDE OF THE F 1/2" x 5" EMBED O.G. ALL AROUND SET. IT 15 NOT ACCEPTABLE TOn OPENING SU55TITUTE A LE65ER DEPTH HEADER X THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE GORRE SPONDING BOLTS. x S" 5/8" x 8" BOTT. CHORD TRU55 5PAN5 U 4w HEADER, i Vi Q w WITHOUT WRITTEN PERM1551ON FROM THE THE REVERSE 15 NOT APPLIG,45LE. POR PRAM1= TO 5LA5 APPLICATION ONLY, FOR 4 TRUSS °o zo WOOD TRU55E5 (yy( QQs� IYQQgyp ATTACHED W/ J • At OPENINGS GREATER THAN 5'-2" Q �wW J _ LL_ 0 NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN, 2500 PSI. 5UB6TITUTION 5PAN5 r�jm 8 AD 2-166 6 EA. TRU55 JOINT z SIMP50N A35 ALL 2X TO 2X OF "J" BOLTS UJITH EXPANSION BOLTS 15 NOT PERMITTED. CONNECTION POINTS, ATTACHED W/ 3-0.131 x 3 1/2" 2X4 BLOCKING 24" 0/C W/ 3-0.131 x WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS NECESSARY. ALL OTHER STRAPPING -SHALL APPLY AND ANY TRU55 WINDOW ATTACHMENT POINTS TO 2X . 1=0UNDATION PAGE TAKES PRECEDENCE. MEM5ER5 OR DIRECTLY TO CMU/WOOD �� -- FRAMING ONLY. NUMBER OF DIAG. MEMBERS 3 1/2 R.S.. RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X DATE ®B-3Pi-17 5UCK5 TO BE ATTACHED TO GMU PER DRAWN MK/PDK • ALL OTHER BOLT OPTIONS MUST BE REVIEUJED APPROVEF-) B�' E.O.R. IN WRITING. 5PECS GIVEN IN TH15 p1=TAIL. 2X TO 2X ATTACHMENT TO BE 51MP5ON A35. KNEE WALL. ABOVE ARCH NECE55ARY ONLY PER TOENAILS 3 EA. OPENING VARIATIONS. MIN. 2X BUCK FOR THE PLAN SFT SHALL CONTROL. WINDOW/SHEATHING ATTACHMENT e HEADER. (ON SECOND FLOG F OU H TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO GMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK 6 EACH 51DE TO EDGE5 OF OPENING, ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS 5HEET. FRAMING A15OVE/5E51DE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S 5PECIFICATION5, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 -s EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION OR BETTER MAY COOV RACpOR BE USED. ALL 4x NOTE: 1X PT VERTICAL 6 WALL 5PI EACH STUD FOOTING 5EE FOOTING 5EE MATERIAL MAY TO BE ATTACHED WITH 1/4" x CENTERED ON F_ FOUNDATION FOUNDATION BE'1 GRADE. 2-1/4" TAPCON 6 12" O.C. OR 2x8 PT N rre ularit Width Less Than Window Width Attachment WALL.PLAN FOR 4"GONG. SLAB, PLAN FOR U.N.O." PER MANUFACT. 5PEC5. 1x6 HEAD S 2 SCALE: NTS CMU WALL - SEE 2X PT 51ZE5 4 MORE 5EE FOUND 51ZE5 4 MORE g Structural Kneewall FLOOR PLAN FOR BOTTOM INFO. PLAN INFO. 4''CONC. SLAB. $-2 SCALE: NTS MORE INFO. PLATE 5EE FOUND. I PAVERS OR PAVERS OR PLAN 4" GONG. 4" GONG, INSTALL GLA55 PER BLOCK WALL BEYOND 5LAB 5LA5 ° Q MANUFACTURER 2X BEARING WALL W/ e e d. , ° JOIST STUDS m 16" O.C. a — ° e.. d e °. R4F BOUNDARY i/16 APA RATED e ° a d° e K.O. w/ 1-05 CONT. R 5T NAILING FOR PRE -ENGINEERS RE -ENGINEERED _.'• ; ° ° CAULK UNDER FRAME WALL, DASHED FLOOR TRU55 ,,/�-WOOD SHEATHING FLOOR TRU65 e°. ' *' LINE °" ,. INDICATES 2x6 SOLID BLOCKING W/ GONG. SILL TOP PLATE OF 3-0.131 x 31/2" TOENAILS CMU Lintel Pkt. Slider Detail 1 Wood Frame Pkt. Slider Detail ":. 5/8 CEMENTITIOUS FINISH WALL EA, END H PER FBCR 703.6 2 X 4 RIBBON S 2 SCALE: NTS S-2 SCALE: NTS EDGE5 GABLE END attacHED To EACH 4" GONG SLAB ` , . (5EAM5 OF TRU55 TOP FLOOR J015T WITH 3-0.131 SEE FLR PLN FOR HDR. SIZE NOTE: #5 CORNERS 48" O.C. SHEATHING) CHORD x 31/2" NAILSMAX. AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER SIMP50N 5PH4 w/ 6-10d 4 WHERE THE HEADER 15 NOT FULLEDGE SIMPSON C516 EA. STUD 5'-0" (U 61MP50N 0516 OR (I) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD ".. ;. ISL' TO BASE OF 2X4 M6TA24 w/ 22-IOd NAILS - NOT GO OVER SHEATHING) BLOCKING • 16" O.C. RIPPED DOWN .° e d .. . RIBBON BELOW IMP50N WT516 g CENTER ON HEADER U.N.O. (1I SUFFICIENT TO FLUSH THE HEADER t0 d.: • BOUNDARY EA. TRUSS NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF ° ° 9 . . .... 5TUD5) (U.N.0) THE 5PH CONNECTORS ABOVE THE SIMP60 TYP. LOAD HEADER 4 FOR THE PROPER FOOTING SEE HETA20 REFER TO TYPICAL 2-5TORY WALL BEARING WALL IN5TALL4TION OF THE CRIPPLE FOUNDATION PLAN d SECTION FOR INFORMATION NOT W/UPLIFT 5TRAPPING, AT 2x6 WALLS USE 5PH6 IN FOR 51ZE5 4 MORE d BLOCKING 5EAM BOUNDARY GMU WALL SHOWN FOR ROUGH OPENINGS OVER LIEU OF 5PH4, AT 2x5 WALL6 USE 5PH8 e " e ° 5'-0" USE (2) SIMPSON 0816 IN LIEU OF 5PH4, FOR WIDER WALLS USE INFO. FOR WALL, NAILING FOR OR (2) MSTA24 (U.N.0) 51MPSON CS16 IN AN 5PN PANEL OVERHANG p Cantilevered Floor Truss Over Wall CONFIGURATION. ATTACH PAD BLOCKING Non-Brn .Mitered Glass Framin Detail SHEATHING CLIP OUTRIGGER e "2x " KING 5TUD w/ (3) (0.131 x 3 1/2 NAILS TO HEADER FOR ROOFS 24 O.C. S-2 SCALE: NTS MIN. U.N.O.° S-2 SCALE: NTS TONGUE 4 -SPECIFICATION FOR KINGS 4 C I P E5 WHEN NECE55ARY TO MAINTAIN PROPER GROOVE FOR FIELD FIELD SUB FASCIA OR 2X4 CROSS THE FOLLOWING 5H PP Y . VJ CLEARANCES FOR THE WINDOW/DOOR FLOORS WALL PLATE BRACING 6 48" WITHIN AN OPENING, IT 16 ACCEPTABLE BOUNDARY 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE NAILING O.G. ON TOP OF II II BRACING 6 48 CRIPPLE 4 (1) KING 16 REQUIRED ON OR BOTH OF THE TOP PLATE5 16 J 3OLT REFLAGE1 TENT GH AfiRl: (PERIMETER OF RAT RUNS FOR 4 EACH SIDE OF THE HEADER. FASTEN WALL O.C. ON TOP � SHEATHING • 3 ELIMINATED TO MAINTAIN THE FULL DIAPHRAGM) 2X4 RAT RUN TRU55 SPANS AT OPENINGS 3'-6" TO 5'-2" IN DEPTH HEADER SPECIFIED IN THE PLAN OF BOTT BRACING 6 48" O.C. ON TOP OF TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 611 CHORD FOR 4 1/2" x 5" EMBED WIDTH, (2) CRIPPLES 4 (l) KING 15 REQUIRED ON EACH BIDE OF THE 1/2" x B" 1/2" x 5" EMBED O.G. ALL AROUND SET. IT 15 NOT ACCEPTABLE TOn OPENING SU55TITUTE A LE65ER DEPTH HEADER 5/8" x 6" THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE GORRE SPONDING BOLTS. x S" 5/8" x 8" BOTT. CHORD TRU55 5PAN5 U 4w HEADER, i Vi Q w WITHOUT WRITTEN PERM1551ON FROM THE THE REVERSE 15 NOT APPLIG,45LE. POR PRAM1= TO 5LA5 APPLICATION ONLY, FOR 4 TRUSS °o zo WOOD TRU55E5 (yy( QQs� IYQQgyp ATTACHED W/ HQ C]���N lfi •~y P� • At OPENINGS GREATER THAN 5'-2" Q �wW E.O.R. WHEN THE TOP PLATE 15 _ LL_ 0 NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN, 2500 PSI. 5UB6TITUTION 5PAN5 r�jm 8 AD 2-166 6 EA. TRU55 JOINT z IN WIDTH, (2) CRIPPLES 4 (2) KINGS ARE REQUIRED ON EACH SIDE OF ELIMINATED THE SPH4 CONNECTORS 5HAT THAT LOCATIONS ARE NOT OWN OF "J" BOLTS UJITH EXPANSION BOLTS 15 NOT PERMITTED. ATTACHED W/ 3-0.131 x 3 1/2" 2X4 BLOCKING 24" 0/C W/ 3-0.131 x THE HEADER. • ANY DIFFERING NOTATIONS FOR NECESSARY. ALL OTHER STRAPPING -SHALL APPLY AND ANY TRU55 . 1=0UNDATION PAGE TAKES PRECEDENCE. �� -- a EA. TRUSS 3 1/2 R.S.. CRIPPLES 4/OR KINGS MADE ON DATE ®B-3Pi-17 COMPONENTS ABOVE THE OPENING DRAWN MK/PDK • ALL OTHER BOLT OPTIONS MUST BE REVIEUJED APPROVEF-) B�' E.O.R. IN WRITING. JOINT TOENAILS 3 EA. THE PLAN SFT SHALL CONTROL. HEADER. (ON SECOND FLOG F OU H END SIMPSON A34 1/2" HIGH CONNECTOR OPENINGS U ONLY (I) SIMP50N '. • CSI6 SPAN FLOOR SYS. TO STRENGTH OR W/4-86 X 1 1/2" (ON CONC. SLAB) SIMP60N HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP. INTO BLOCKING W/ (1) 5/s"x8" ATR IN 51MP50N SET 4-86 X 1 I/2" EPDXY 4 (18) 16d NAILS HETA 12 a 24"O.C. (ON SECOND FLOOR) FOR ROUGH MASONRY WALL INTO TOP ON 2x FRAME WALL PLATE WALLS INTERIOR LOAD BEARING HT 4 W1 (1 0AR /8 LLTHREAD RODISEt N STRAWITH MAY UPLIFT, SIMP50N SET EPDXY 4 (IS) 16d NAILS STRAPPING MAY BE ELIMINATED, UNLESS EMBED A.5.5" (MIN.) INTO MA50NRY K.O. OTHERWISE NOTED BLOCK SET OR SIMPSON M5TCM60 IF FILLED CELL OCCURS BELOW "J" BOLTS TITEN HD 5OLT5 THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x 611 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x B" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED x S" 5/8" x 8" 5/8" x 5" EMBED T'�"PICAL NAILING 5CHEDLE HIGH WIND NAIL 5W ATHING BOUNDARY EDGE FIELD RING SHANK 1/16" 4" 6" 6" WALL 0,131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0131 x " COMMON COMMON 3/4" T.G 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) NOTE: ON 16-24" PANEL5 DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP, 6 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGE5. THE ATTACHMENT OF GYP5UM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE 8102.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND SECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFICATION5 IF MORE STRINGENT. UNLE55 NOTED OTHERW15E WITHIN THE PLAN5 5ET. E Ext. Wall Con. Non -Load BrHU. Location j T . Header Detail o T icaf Nailin Schedules Floor, Roof, Wall S-2 SCALE: NTS $-2 SCALE: NTS S 2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN91ON5 IN FIELD AND REPORT ANY D15CREPANOE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLAN5, REGARDLE55 OF HOW MINOR, WITHOUT NRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, GLAIM5, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY U 4w i Vi Q w °o zo , o Ya (yy( QQs� IYQQgyp <!<!" -O <�° HQ C]���N lfi •~y P� Q in J O 75 Q �wW _ LL_ r�jm 8 AD z DATE ®B-3Pi-17 SCALE N07-E,D DRAWN MK/PDK JO 'Sheet content: Structural Details Sheet number: 52 OVERLAP 1 111\11 IlA1 I \ PER JOINT BRACING A Truss Bracing Overlap Detail $-$ SCALE: NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE I I FASTEN CAP TO CHASE w/ -BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR 2x4 BLOCKING 1/2" CEILING GYP BD W/ 0.131 x 3 1/211 R.S. NAILS 6 12" O.C. ALL-AROUND WALL SHEATHING 0.131 x 3 1/2 1 R.5. O.C, OR EQUAL, TOENAILS EACH NAILED PER •` END, UNO, BAY OR 8 ft FROM \\-1/2" MA50NRY WALL) GYP BD FLAT OR CATHEDRAL 0'/5-2 ALIGNED SIMPSON TWIST ALL BLOCKING TO BE DBL 2X4 REPEATED 48" O.C. TYP. -ow- REPEATED 48" O.C. TYP. able Section - For Gable ly V-011 TO 12'-0" ---- 2X8 PLATE CONT. SCALE: NTS Side Wall 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) 1/0�) Eu� S-3 (For Illustration only) 6 8'-0" (MAX.) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. Mw N SHEATHING. SEE M4X INTERSECTING 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMPSON M5TA24 TENSION STRAPS 6 EACH TRU55 USING (14) 10d NAILS. INSTALL THE W/ 5IMP60N SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH 51DE OF TRU55 4 THREADING >: ATTACHMENT. U.N.O. HT520 'a 32" THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS 2x4 WD CONST, w w O.C. OR C516 TO ALIGNING (1) SIMPSON L6TA12 EACH END OF "L11 FLASHING ALL-AROUND 16" O.C. Entry BRACE STUDS BELOW NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 SADDLE It MAX 7o AREA (4 BAY OR 5 ft FROM MASONRY WALL) RAFTERS WITH SPANS OF 4'-0" OR GREATER, 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" Q RE -ENGINEERED 2x6 50LE PLATE- APA RATED 5HEATHING. SEE NAILING SCHEDULE ROOF ELEMENT CUT OUTSIDE EDGE TABLE FOR ATTACHMENT. LU /211 CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 106 U.N.O. zFt COOLER NAILS 7" O.C. EQUAL, PLUMB TO ALLOW DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (l) 5IMP50N L5TA12 FROM MASONRY WALL) SOLID CONNECTION STRAP 4811 O.C. C5 16 TOP w/ SHEATHING FASTEN (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) CHORD TO 48" O.C. ATTACHED TO EXPANDED TO ROOF SHEATHING BOTTOM CHORD OF BLOCKING CHIMNEY Set Attachment Detail GABLE / BLOCKING w 1/411 x FLAT OR CATHEDRAL J $-$ SCALE: NTS 8" MASONRY WALL W/Ell #5 EA, 5" WOOD SCREWS 411 REBAR CONT. IN E1 °a CORNER O.C. ALL-AROUND TOP CHORD ENG. TRU55E5 0 24: O.C. -�''-- 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 31/21' NAILS EACH END Fireplace Chase Detail B $-$ SCALE: NTS APA RATED SHEATHING. SEE NAILING BRACING (PIER TRUSS-� SEDULE TABLE FOR ATTACHMENT. U. rN.O ENGINEER G I 11_01 APA RATED 5HEATHING. SES\ NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (l) 51MP5ON L5TA12 STRAP 45" O.C. HETA 20 6 45" O.0 ATTACHED TO BOTTOM CHORD OF GABLE (511 MA50NRY WALL-/ W/(I) 05 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED TRUSSES 6 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) 4'-0" High SCALE: NTS APA RATED SHEATHING, SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (l) SIMPSON L5TA12 STRAP 45" O.C. (1) 51MP5ON LTAI 48" O.G. ATTACHED TO BOTTOM CHORD OF GABLE 8" MA50NRY WALL- W10) ALLW/(1) #5 REBAR CONT, IN KNOCKOUT COURSE 4 5AY OR 0'-0 MIN. TRUSS 2x4 BLOCKING (1) 6IMP50N L-5TA12 I/2" CEILING GYP BD W/ 56 -BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR 2x4 BLOCKING 1/2" CEILING GYP BD W/ x. ATTACHED W/ (2) 5d COOLER NAILS 7" 0.131 x 3 1/2 1 R.5. O.C, OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 •` END, UNO, BAY OR 8 ft FROM \\-1/2" MA50NRY WALL) GYP BD FLAT OR CATHEDRAL ". NOTE: CROSS BRACING 4 ALIGNED SIMPSON TWIST ALL BLOCKING TO BE ALL BLOCKING TO BE REPEATED 48" O.C. TYP. -ow- REPEATED 48" O.C. TYP. able Section - For Gable Less Than 4'-0" High SCALE: NTS APA RATED SHEATHING, SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (l) SIMPSON L5TA12 STRAP 45" O.C. (1) 51MP5ON LTAI 48" O.G. ATTACHED TO BOTTOM CHORD OF GABLE 8" MA50NRY WALL- W10) ALLW/(1) #5 REBAR CONT, IN KNOCKOUT COURSE 4 5AY OR 0'-0 MIN. TRUSS 2x4 BLOCKING (1) 6IMP50N L-5TA12 I/2" CEILING GYP BD W/ 56 -BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR CHORD (2) 0,131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 2x4 BLOGKING ATTACHED 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY ORS ft FROM SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. EACH END, 6 (O" O.C. MA50NRY WALL) BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS- UNO. CONTINUOUS 1/2" GYP BD NOTE: CRO55 BRACING 4 ALIGNED SIMPSON TWIST SHALL HAVE ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. anded Blocking Information Diagram V-011 TO 12'-0" ---- 2X8 DIAGONAL BRACES. SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (U.N.O.) /// '-,r\r r. li 1• Ir-rr-,r r. .. 2x4 "T" BRACE PREFAB ROOF OR L5TA12TRU556 g 24" O.C. \\\ PRE -ENG WOOD TRUSS (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) 166 TOENAILS EACH 511E 2x4 COLLAR TIE MID -HEIGHT RAFTER PROVIDE (5) 166 NAILS EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG S ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 4 PORCHES KNOCKOUT COURSE INSTALL SIMPSON LU624 ALL BLOCKING TO BE KNEEWALL MIN. EA. SIDE OF THE REPEATED 48" O.C. TYP. STUDS � MIN. CEILING JOISTS. JOISTS 16" O.C. TO BE PER NOTE #1 TYP. Masonry Gable End S'-0" NOTES: G 4'-0" 4'-,D" 2x4 -s 16" O.C. $_3 2x4 BLOGKING ATTACHED 1/2" CEILING GYP BD w/ 56 1. ALL RAFTERS SHALL BE 12 SOUTHERN YELLOW PINE 's 24" O.C. MAX. SECTION 51ZE SHALL SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS T' O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS- 6Q EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-011 ---- 2XIO ALIGNED SIMPSON TWIST SHALL HAVE OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 5'-011 ---- 2X6 15'-011 TO IS' -0" ---- 2X12 ow 2x4 DIAGONAL V-011 TO 12'-0" ---- 2X8 DIAGONAL BRACES. F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) 1/0�) Eu� S-3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. Mw N SHEATHING. SEE M4X INTERSECTING 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMPSON M5TA24 TENSION STRAPS 6 EACH TRU55 USING (14) 10d NAILS. INSTALL THE APA RATED SHEATHING. SEE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH 51DE OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. 0.131 x 3 1/2" NAILS a THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS ATTACHMENT. U.N.O. INTERSECTING BLOCKING (1) SIMPSON L6TA12 EACH END OF "L11 71, 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMP50N HT520 W/ ( 20) 10d Entry BRACE 7W/(4) NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 MAX 7o AREA (4 BAY OR 5 ft FROM MASONRY WALL) RAFTERS WITH SPANS OF 4'-0" OR GREATER, 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" Q RE -ENGINEERED SHALL BE TOE -NAILED TO GLEAT W/ (5) 10d NAILS. APA RATED 5HEATHING. SEE NAILING SCHEDULE TRUSSES '� 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP5ON L65U210 SLOPING HANGER W/ (10) 10d TABLE FOR ATTACHMENT. LU /211 CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 106 U.N.O. zFt COOLER NAILS 7" O.C. EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 RAFTERS, USE L5U26 W/ (6) 10d4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 41-011 DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (l) 5IMP50N L5TA12 FROM MASONRY WALL) BEAM W/ (8) 10d NAILS. STRAP 4811 O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD, 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/211 TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO,-­�Valley Set Attachment Detail GABLE DETAIL (TYP) FLAT OR CATHEDRAL J $-$ SCALE: NTS 8" MASONRY WALL W/Ell #5 1/2" GYP BD REBAR CONT. IN E1 °a NOTE GROSS BRACING KNOCKOUT COURSE INSTALL SIMPSON LU624 ALL BLOCKING TO BE KNEEWALL MIN. EA. SIDE OF THE REPEATED 48" O.C. TYP. STUDS � MIN. CEILING JOISTS. JOISTS 16" O.C. TO BE PER NOTE #1 TYP. Masonry Gable End S'-0" 2x4 6 16" O.G. G 2x4 6 16" c.c. 9'-0" 2x4 -s 16" O.C. $_3 SCALE: NTS ATTACH THE FRAME / / SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. SCHEDULE TABLE FOR IDENTICAL TRUSSES OF CEILING WITH 6Q ATTACHMENTS 3 1/2" COM. q I 4-0.131 x 31/2" NAILS ALIGNED SIMPSON TWIST SHALL HAVE STRAPPING REQUIRED TO EA. STUD ALL ow 2x4 DIAGONAL AROUND PERIMETER./ DIAGONAL BRACES. Q�6t2 ATTACHED W/(4) 0.131 x L�x-9 z J 1/0�) Eu� APA RATED L 1'-0" 3 1/2" NAILS Q (AS REQUIRED BY Mw N SHEATHING. SEE M4X INTERSECTING ONTINUOUS PERMANENT LATERAL NAILING SCHEDULE BLOCKING TABLE FOR \ BRACE (CLB) NEEDED N 5 STUD. ATTACHMENT. U.N.O. (1) SIMPSON L6TA12 EACH END OF "L11 1/2" CEILING GYP BD W/ 56 COOLER NAILS 7 O.C. rm-Typ. Frame Down Cl@ Entry BRACE OR EQUAL, DIAPHRAGM g. S_3 SCALE: NTS AREA (4 BAY OR 5 ft FROM MASONRY WALL) 2x4, 2x6, OR 2x8 5.Y P #1 16" O.C. SEE FLOOR PLAN FOR PRE-ENGINEERED 51ZING OF STUDS TRUSSES -9 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING e ALL (1) 5IMP50N H10A OR HT516 SHEATHING 5EAM5, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP: S-$ SCALE: NTS UNBRACED WALL HEIGHT SYP S'-0" 2x4 6 16" O.G. S'-5" 2x4 6 16" c.c. 9'-0" 2x4 -s 16" O.C. 9'-4" 2x4 e 1611 c.c. 10'-0" 2x6 6 16" o.c. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE a 24" O.C. MAX. SECTION 51ZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN ---- 2X4 4'-011 TO 5I-011 - -- 2X6 8'-0" TO 12'-0" - -- 2X8 12'-0" TO 15'-0" ---- 2X10 15'-0" TO 18'-0" ---- 2X12 NOTES 1, ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER TO 5IMP5ON'5 INSTRUCTIONS 4 SPECIFICATIONS, NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS.` LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING (02 5YP MIN.)" APA RATED SHEATHING. SEE NAILING N 141 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table SCHEDULE TABLE FOR ATTACHMENT. S 3 U.N.O. NOTE: THREE OR NOTE: AT 2x6 WALLS USE 6PH6 --PERMANENT DIAGONAL BRACE 1/2" CEILING 11.1NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5PH8 SHOULD BE REPEATED APPROXIMATELY 20' INTERVALS. OMPRE55ION WEB PLATE MORE REPEATED 1x4 MIN. BRACING W/(3) 0.131 x ° 3 1/2" NAILS 6 INTERSECTING EACH 511DE OF STUD TO SLOPING OR WHEN TRU55 4 STUD ARE— IDENTICAL TRUSSES STUD TO TOP PLATES. 6Q U.N.O." 3 1/2" COM. q I VERTICAL ALIGNED SIMPSON TWIST SHALL HAVE STRAPPING REQUIRED 3° ow STRAP TYPE CONNECTOR DIAGONAL BRACES. Q�6t2 L�x-9 z J 1/0�) Eu� (HTS/MTS) MAY BE NAILED TO TRUSS 4 STUD (AS REQUIRED BY Mw N w= ONTINUOUS PERMANENT LATERAL HIB -9U BRACE (CLB) NEEDED N 5 STUD. SCALE: NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRU55 o o AND/OR WHEN TRUSS STRAP 15 ° . NOT DIRECTLY o ° " ATTACHED TO STUD USE (l) SIMPSON 5PH4 OR 5P2 TYPICAL HIDA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRUSS CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS 0,131 x 3" COMMON a 16" o.c. GO iON 3 - SEE TABLE FOR NAILING SCHEDULE 6 SPLICE 3-0.131 x 3" COMMON EA. 51DE OF JOINT -STUDS 16" O.C. 4-0.131 x 3" i COMMON 2-0.131 x 3" r ' SEE TABLE BELOW COMMON -r r FOR LAPSPLICE rr ' TOP PLATE EA51ENER5 r r � NOTE: AT 2x6 WALLS USE 6PH6 --PERMANENT DIAGONAL BRACE 1/2" CEILING 11.1NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5PH8 SHOULD BE REPEATED APPROXIMATELY 20' INTERVALS. CONNECTORS IN LIEU OF 5P144 CONNECTORS SHOWN. PLATE FOR WALLS LARGER THAN 1x4 MIN. BRACING W/(3) 0.131 x 2x8, USE 5IMP50N 5PI'5 ON 3 1/2" NAILS 6 INTERSECTING EACH 511DE OF STUD TO WEBS BOTTOM PLATE 4 5IMP50N 5P2'S ON EACH SIDE OF 4, STUD TO TOP PLATES. CLB Diagonal Brace 20' Max Intervals Detail SCALE: NTS U.N.O." 3 1/2" COM. q I NOTE: SEE TRUSS LAYOUT FOR ANY ADDITIONAL COM. STRAPPING REQUIRED 5TUD CONDITION SCALE: NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRU55 o o AND/OR WHEN TRUSS STRAP 15 ° . NOT DIRECTLY o ° " ATTACHED TO STUD USE (l) SIMPSON 5PH4 OR 5P2 TYPICAL HIDA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRUSS CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS 0,131 x 3" COMMON a 16" o.c. GO iON 3 - SEE TABLE FOR NAILING SCHEDULE 6 SPLICE 3-0.131 x 3" COMMON EA. 51DE OF JOINT -STUDS 16" O.C. 4-0.131 x 3" i COMMON 2-0.131 x 3" r ' SEE TABLE BELOW COMMON -r r FOR LAPSPLICE rr ' TOP PLATE EA51ENER5 r r � 4-0.131 x r r 3 1/2" COM. DOUBLE TOP 2-ROW5 0.131 x 3' 9 3" 0/C PLATE 06. DOUBLE STUD 0.131 x 3 PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 1/2" COM. BY 16" o,c. PT BOTT, 4, PLATE 2-0.131 x 3 1/2" COM. q I 2-0.131 x 3 1/2" COM. DOUBLE 5TUD CONDITION TDP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING 6 SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3' 9 3" 0/C 0.131 x 3" 6" 0/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING 6 SPLICE ALL OTHER NAILING 24" 2 -ROWS 0.131 x 3" m 6" 0/C 0.131 x 3" 9 8" 0/C r r r r r 2-0.131 X 3 1/2" COM. 5-0.131 x 3 1/2" DOUBLE TOP PLATE ,. 3-0.131 x 3 1/2"COM. f 0.131 x 3 1/2 COM. 6PT BOTT. PLATE 2-0.131 x 31/2'' COM. 5INGLE SCUD CONDITION 4 51UD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE IS CLOSE. 12d COM. 12" O.G. 4-16d COM. 2-56 COM, I'll 2-2"x4"PLYWD. SPACER NOTE: 2x4'5 MAY BE TURNED PLATW16E 50 NO SPACER IS NEEDED. 166 COM..0 8" O.G. 10d COM. 0 12" o.c. 4-16d COM. INT. HEADER (NON-BEARING) p General Wood Attachment Details S9 SCALE: NTS NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 51DES OF THE COLUMN 2. ALL NAILS PENETRATE 6 LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION )NINE. 16" o.c. HT516 0.131 x 3 I/2" 51MP50N HTT4 W/ DIA A.B. 4 5TUD CORNER 6TRAPPING INFOWATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 311 R.S, NAILS STAGGERED 'a 6" O.C. ALONG THE LENGTH OF THE COMPONENT t (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. t (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N 5D625600 WOOD SCREWS STAGGERED a 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS -S 6" O.C.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL. PERMANENT E51;RACING THAT MY BE REQUIRED. 2 "T" BRACING MAI' BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER e LEAST ' 2O% OF THE WEEK. SCALE: NTS CONTINUOUS 20'-0" 204" SEE EXPANDED BOTTOM CORD BLOCKING BRACING 1X4 DIAGRAM MIN. CLB DIAGONAL BRACE AS REQUIRED BY SCSI Q lu n._. 0 w lu m C TOP 8 BOTTOM CORD GABLE END. BRACING m 4'-0" O.G. MAX. FOR FIRST R Gable & Clg Bracing Diagram (4) ROWS OF TRUSSES S 3 SCALE: NTS r F i NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS 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 EXPRE55 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 * ••62� rQ 4 a ow ? iE ' 30?2� Z ��, F--E¢� O oz.s LU — < z O— �5 �F v Q�6t2 L�x-9 z J 1/0�) Eu� f 1 Mw N w= AD 0 LU DATE 06-3047 SCALE N07'EO DRAWN h1K/f0K JOB _ r, 0 w lu m C TOP 8 BOTTOM CORD GABLE END. BRACING m 4'-0" O.G. MAX. FOR FIRST R Gable & Clg Bracing Diagram (4) ROWS OF TRUSSES S 3 SCALE: NTS r F i NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS 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 EXPRE55 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 * ••62� rQ 4 a ow ? iE ' 30?2� Z ��, F--E¢� O oz.s LU — < z O— �5 �F v Q�6t2 L�x-9 z J 1/0�) Eu� f 1 Mw N w= AD 0 LU DATE 06-3047 SCALE N07'EO DRAWN h1K/f0K JOB _ Sheet content: Structural Details, Sheet number: 53-141 \ DBL. 2 x 4 TOP PLATE SIMPSON 6PH4 a EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: 1, WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS, 5IMP50N L6TA30 w/ 22 -106 NAILS 6 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING a SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3, ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION ---- PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE SIMPSON CS16 OR SIMPSON M6TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST ( INSET) 2x4 FLATWISE VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 SYP RIM w/ (5) 0.13' 3 1/2" NAILS EA. TRUSS JOIE (INSET) SHEATHING TO BE FLUSH UJ/ — BLOCK SEE TRUSS LAYOUT FOR — STRAPPING INFORMATION 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - 05 REBAR CONT. PORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG SILL 4" HIGH CONC, BLK. 8" CMU PER ASTM -C 90, 1900 PSI MIN. W/ TYPE M OR S MORTAR PER ASTM -C 210, 5/8" CEMENTITIOUS FINISH PER FBCR 103.6 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 26, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATT= 4 SIMPSON 5P2'6 ON EACH SIDE OF STUD TO TOP PLATY=S. U.N.O." ENGINEERED ROOF TRUSSES 624" O.G. MAX. 12 SE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP TOP PLATE W/ SIMPSON 5PH4 a IV' O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 6-3 FOR SPACING. �I/2" GYPSUM BOARD 3/4" T4G GLUED W/ CONSTR. ADHESIVE �- - 4 NAILED SEE SCHEDULE DETAIL 110" ON SHEET 6-2 PRE ENGINEERED WOOD / FLOOR TRUSSES a 24" O.C. S2/ 1 = �SIMPSON HETA20 6 32 O.C. IF ATTACHED TO RIMJOISTS. 624" O.G. MAX IF ATTACHED TO FLOOR TRUSSES 1/2" CEILING GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. \\—I x 6 P.T. CURTAIN NAILER A OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE \—I x P.T. SUCK STRIP d tl 4' O da G WINDOW SILL - CAULK a WINDOW 1/2" GYPSUM BOARD 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Typical Two Story Wall Section $-4 SCALE: NTS �._ DBL. 2 x 4 TOP PLATE 5IMP50N 5PH4 6 EACH STUD TO TOP PLATY= WALL CONNECTION W/0 WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOI' PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE 2- 05 BARS IN K.O. BLOCK TOP (2) TWO COURSES 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PSI) W/ 2 - 15 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. SILL 4" HIGH CONC. 5LK.- 8" CMU PER ASTM -C 90 1900 PSI MIN. W/ TYPE M OR 6 MORTAR PER ASTM -C 210, 5/8" CEMENTITIOUS FINISH PER FBCR 103.6 SEE ELEVATION PAGES FOR ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATI .4 ENGINEERED - ROOF TRUSSES 624" O.C. MAX. E�E��j INSULATION BAFFLE NSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR's EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 8 SYP TOP PLATE W/ SIMPSON SPH& 6 16" O.C. EACH STUD (12) 10d NAILS EACH, GYP, BOARD RETURN WINDOW SILL CAULK a WINDOW 2 x & SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x S" "J" BOLTS 4 WASHERS W/ 5" IMBED a 2'-0" O.C. (MAX.) CENTERED ON WALL. SIMPSON SPHS 2x8 PT SOLE PLATE 1X P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1 x P.T. SUCK STRIP WINDOW SILL - CAULK 6 WINDOW 1/2" GYPSUM BOARD 4"CONC. SLAB. SEE FOUND. PLAN a.: a FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. (—,--jypical Two Story Wall Section S-4 W/O Floor System SCALE: NTS Is i 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 IS PERMITTED BY CONTRACT ONLY, ANY CHANSES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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 CONDITION5. REVISIONS BY 834A. 40 G 00, o Q w •• •• d •••• • • .• � ®may vcj ��eeeeo ire`®e�� z opo Z ¢� C LIJ 00��z W a °¢ho 3 cz h Q p Qz N OO P �1 _J w GQ iso a� �S) MM Mw MMM AMM > 1 DATE P�8_3f1J-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&LFMKING Q — SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA, END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. N HTT4 OR EQ \ OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN SIMPSON BET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PI 70OUBLE TOP PLATE SET. // (MIN. STUD GRADE SYP) 2x STUDS Q-16" O.C. CMU WALL - SEE __/ FLOOR TRUSSES FLOOR PLAN FOR TYP. MORE INFO, 2X BOTTOM PLATE WITH (4) NAILS AT EACH PASSING TRU65 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail S-5 SCALE: NTS INSTALL SIMPSON G516 /2" DIA NUT CROSS 5TRAP5 WITH (1) W/ MIN, 1-1/4" 0.131"x3-1/2" NAIL AT EACH DIA x 1/S" PA551NG STUD AND BLOCK, WASHER AND WITH 4 NAILS MINIMUM AT PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE EACH END TO TOP AND 5PH4 CONNECTORS SHOWN. BOTTOM PLATES/END 5TUD5. DIA W 5TRAP5 SHOULD BE AT 2x8 WALLS USE 5PH8 DIAGONAL AND AT 45 4� • DEGREES OR LESS IN CONNECTORS IN LIEU OF Ul RELATION TO HORIZONTAL. �: TYPICAL. 5PH4 CONNECTORS SHOWN. _ IF DOUBLE END ,,,cif,, .1.:••0��• ��`` j�STUD 15 OVER A FOR WALLS LARGER THAN 2x8, USE SIMPSON 5PI'5 ON VOID SPACE, INSTALL SOLID 2X BLOCKING BELOW. EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON TYP. �o <v a "o �Q AT GRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH &D COOLER NAILS AT I" O.C. OR 0& X 1-1/4" SCREWS &" O.G. 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 51MP50N 5P115 ON EACH 501= OF STUD TO BOTTOM PLATE 4 51MP50N 6P2'6 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE BELOW - FOR APPROPRIATE SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED MAX. 1&" O.C., SEE 'N'/5-3 SIMPSON 5PH4 TO EA STUD WITH 12-106 x I I/2 .� F!�BL 2x S.Y.P. TOP PLATE NAILS. 2x4 S.Y.P. 02 RIBBON W/4 -10d EA. FLOOR TRUSS. C51& OR M5TA 36 32"O.C. (36" LONG) C FROM EA, STUD TO (2X12) WOOD BLOCK OR FLOOR J015T 2x12 5YP 02 WOOD 3-0.131 x 3 1/2" EA, BLOCK BETWEEN JOINT BIDE. FLOOR J015T WITH 5-1&d HETA20 -5 32" O.C. ON THE TOENAILS. IN51DE FACE OF 2x12 NOTE: SEE 'N'/5-3 FOR STUD INFORMATION B LT. Frame/Masonry Connection #1 S 5 SCALE: NTS NOTE: AT 2x6 WALLS USE SPH& CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP50N BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 51=2'5 ON EACH 511DE OF STUD TO TOP PLATES. U.N.O." NOTE: SEE 'N'/5-3 FOR STUD INFORMATION 5IMP50N 5PH4 EA, STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. 51 SHALL BE INST 6 MAX. 16" O.C. DIA. 1/2" J -BOL OR WITH 51MP81 SET EPDXY 5" EMBEDMENT Q JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 6 EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE:NTS NOTE: /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/S" EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX WASHER 1/2" DIA PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD J11OLTCOUPLING 5PH4 CONNECTORS SHOWN. I/2" DIA/2" DIA ANCHOR AT 2x8 WALLS USE 5PH8 A.B. EXTENSION DETAIL 4� • NOTE: SEE 'N'/5-3 FOR STUD INFORMATION 5IMP50N 5PH4 EA, STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. 51 SHALL BE INST 6 MAX. 16" O.C. DIA. 1/2" J -BOL OR WITH 51MP81 SET EPDXY 5" EMBEDMENT Q JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 6 EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE:NTS NOTE: TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE "AT 2x6 WALLS USE 5PH& 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 CONNECTORS IN LIEU OF HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. BY TRU55E5 e24" O.G. AT 2x8 WALLS USE 5PH8 4� • CONNECTORS IN LIEU OF �: 5PH4 CONNECTORS SHOWN. ,,,cif,, .1.:••0��• ��`` FOR WALLS LARGER THAN 2x8, USE SIMPSON 5PI'5 ON INSULATION PER ENERGY CALCB ou U�, C i ��o!��, EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON Imo � �o <v a "o �Q 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH 51DE OF 'Q p 4J Z < HURRICANE ANCHOR 0 EACH TRU55 STUD TO TOP PLATES. U.N.D. Nmm OWN ffi PROVIDE CONTINUOUS STRAPPING ad CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE 5PH4 6 EA. STUD PROVIDE (2) 16d COM a EACH TRU55 1/2" GYPSUM 51MP50N C51& W/ MIN (22) IQd 3/4" T4G GLUED W/ CON5TR. ADHE5IVE COMMONS (12 MIN. EACH END) 8 NAILED SEE SCHEDULE DETAIL "0" 1105# MAX 6 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES 6 24" O.C. 2x4 *2 SYP RIM w/ l3) 16d NAILS EA. TRU55 J016T ( INSET) 1/2" GYPSUM BOARD 51MP50N MT516 0 EACH FLOOR TRU55 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KN CK - 1/16" SHEATHING MIN., DOWN DRAG FINI5H SEE NOTE ON N -I PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL. 2X TOP PLATT= w/ SIMPSON SPH4 1&" O.G. wl (12) l0d NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT 6 24" O.G. W/ NUT 8 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS 51MP5ON 5PH4 I EA. STUD w/ (10) 10d NAILS 4"GONG, SLAB, SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION 4. PLAN FOR SIZES 4 MORE INFO. -Tvpical Two Story Interior Bearing Shear Wall Section SCALE: NTS DECKING 2"X4" PANEL BLOCKING o 48" 0/C FOR THE FIRST 8'-0" OF END WALL -- 2ND FLOOR FRAMING FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 5IMP50N C51& OR MSTA36 STRAP COMMON TOE NAILS 6 32" D.C. EVERY OTHER EACH BTdE5 J015T-6EE FRAMING PLAN WEEP SCREED INBTAILED PER MANUF. SIMPSON HETA20 a 32" O.C. MAX. 2''X4'' CRO55 BRACE -s 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 I/2" � EA. END INTO 2`X4` BLOCKING DECKING 2 "X4" PANEL BLOCKING e 48" 0/C FOR THE FIRST 2ND FLOOR FRAMING 8'-01' OF END WALL FROM EA. END. (TYP) TOP 8 SIMPSON C51(o OR MSTA3& OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. —FLOOR JOIST -SEE FRAMING PLAN 2"X4" CROSS BRACE / NOTE: ID 46" O/C FOR THE ADD 2X4 BLOCKING Q 1" 15TA36 OR GS16 15T 2 -0 OF END WALL OR HETA20 WHIGH 15 NOT ALIGNED W/ W/ (4) 0.131X3 1/2" 6 EA. END INTO 2"X4" BLOCKING TRUSS VERT. UUEB USING 2-0.131" X 3 1/2" TOENAILS 6 EA. PND. FLOOR 1'0' 2"x4" PANEL BLOCKING a 48" O.C. FO JOIST THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 166 TOE NAILS. — WHEN GROSS BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL, 2 11x4 CROSS BRACE -s 48" O.C. FOR —� `1 THE let 2'-0" OF END WALL W/ (2) 10dx3" 1ai EA, END INTO 2 "x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) BEE «** WHEN *** WHEN ANGLE IS GREATER THAN 45°, D15TANCE 15 CROSS BRACE s 48" O.C. FOR THE let LESS THAN 2'-0" 4'-0" OF ENP WALL. s THE FIRST BAY Floor Truss Parallel To Brg. Wall 2nd FLOOR WALL EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER SIMPSON C516 IIJ W/ MIN (22) 106 COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2° FLOOR TRU55 NAILS e roll O/C a F Second Floor Frame Connection @ Girder S-5 j 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, LLC, 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 4� • O • J ... �: s• b ,,,cif,, .1.:••0��• ��`` ou U�, C i ��o!��, �aZoz� v �' Imo � �o <v a "o �Q 3 z = p < Wd Q V-0.] zCbzL i � 'Q p 4J Z < INN ON Nmm OWN ffi ad z --al 44 DATE 00-3047 SCALE NO7'ED DRAWN MK/1=0K JOB Sheet content: Structural Petail5 Sheet number: DRYWALL OVER PUF BLOCK W 11/164/16 COVE MC (»100) 1x6 TRIM (WINDOW PER PLA (WINDOW----__`� PER PLAN) SILL COMPOSITE WINDOWSILL —� 1x6 TRIM ---` 'ff l 1 11 BEAD BOARD —�-- PANELING DRYWALL FINISH :::: OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALLt*DRYWALL BELOWLINE OF TRIMBELOWFINISH COMPOSITE WINDOW PLAN OVER FURRING ON SILL BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN r -Am' 1' ° 14, SHIM AS 11-41 REQ'D. a I° INVERTED 2 114' 1/2" DRYWALL DOOR CASING (0366) M 2x STUDS (PER STD. PLAN) BASE 2x STUDS (PER CABINET TILE FINISH OVER WATER OVER WATER I/1' DRYWALL II I 3 1/4' BASE BD. RESISTANT 10366) �- QUARTER ROUND CALI. TOP SCALE: I/2' = I'-0' SHIM A5 STD. BASE CABINET LINE OF WALL BELOW LINE OF CASING BELOW COMPOSITE WINDOW SILL ELEVATION PER PLAN) PLAN -E WINDOW DETAIL 2 1/4' DOOR CASING (0366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL D EiAI L PLAN SPECIFIC PER PLAN V -E''' °'''0' INVERTED 2 1/4' DOOR CASING (0366) 2x STUDS (PER PLAN) 1/2' DRYWALL 3 1/4' BASE BD. (0366) QUARTER ROUND HIGH BAR TOP SCALE: 1/2': 1'-0' S' W. CORIAN TEMP. GL. ENCLOSURE WHITE FINE a CAP N 1/2" DRYWALL 8" W. CORIAN M 31/4' MASE BD. BELOW CAP CAP TILE FINISH 2x STUDS (PER ��j TILE FINISH OVER WATER OVER WATER PLAN) II I RESISTANT RESISTANT II u WALL BD. WALL BD. 1l2' DRYWALL BATH �I i f SHOWER SHOWER 6 10 L5140WER 3 1/4' BASE BD. iI �I SIDE? (#366) SECTION PLAN SHOWER. LOW WALL SCALE: 1/2' =1'-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE STD. 2'vAINTY t CARNET O 3 1/4" BASE BD. (0366) 8' W. CORIAN CAP (WINDOW ----- _ ._ PER PLAN) COMPOSITE WINDOW - 2x STV (PER SILL PLAN) SQRSED DETAIL— INVERTED 2 1/4' DOOR CASING (0366) DRYWALL FINISH — OVER PURRING ON BLOCK WALL VANITY LOW WALL SCALE: 1/1' = I'-0' SHOWER WINDOW SCALE: 1/4" ° 1'-0" Ir TOP SILL (WINDOW PER PLAN) LINE OF WALL BELOW LL 1/2" out TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL ELEVATION L DRYWALL FINISH PLAN OVER PURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L BCAL�: P • I'.0' WINDOW )ETAIL I/4' DOOR CASING (036(o) FLOORING / 5A5E 5OARD NOTE: WPEN TILE FLOOR 15 5ELECTED ONLY' 5A5E BOARD 15 IN5TALLED. LUMEN WOOD FLOOR 15 5ELECT D 5A5E BOARD AND 5POE I'vIOULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) 1x JAMB (51 -PASO DRS. MF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (036(o) MELD DOWN 1/2' 1/2" WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) , 2 1/4' DOOR CASING (0366) HELD OVER 1/2" PLAN TYP. BI -PASS DRS. CASING DETAIL 5CALE: P• P.0' MAIN HOUSE DRYWALL.—c GARAGE - BASE BD. t0 OVER LAP SLAB STEP AND DRYWALL TRANSITION �=3T/�4- BASE BD. :(036(o) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: I': I'-0' NOTE: D�RAl'„UING.;S ON 11 "xll" eSIEET UJIL=La 5E ONE ALF T 4 15CALE NOTED 5 1/4' CROWN B 145) 5 1/4" CROWN SCAB r ° r -a PLAN SPECIFIC PER PLAN IxlO RX00YER W/ WHITE PINE ROUTER 1/2' DRYWALL "--3 U4' BASE BD. 0366) 2x6 WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN 1' ° "0' TRIM DETAILS x a w ROXX*R W/ ROUTER WHITE FINE a DAVIS BEWS DESIGN ORM N I/2' DRYWALL EST, 1994^�-- M 31/4' MASE BD. a F0366) 2x6WALL a 36" OR 42' 00 HIGH PER PLAN 0 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN IxlO RX00YER W/ WHITE PINE ROUTER 1/2' DRYWALL "--3 U4' BASE BD. 0366) 2x6 WALL 36' OR 42" HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN 1' ° "0' TRIM DETAILS x a w 'Jae nnx 22086• CAD FSE am 06-16-16 REWSED 07-07-16 10-05-16 11-02-16 Mm a DAVIS BEWS DESIGN ORM N 150 SFATE STREET EAST OUDSWAR, FLORIDA 3467/ 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVFaEWSCAM TAMPA • nE s VER. EST, 1994^�-- M �`1.6 a a E i*IX 00 0 r �+ 6 10 'Jae nnx 22086• CAD FSE am 06-16-16 REWSED 07-07-16 10-05-16 11-02-16 TRIM • nrrF • TYPICAL TRIM DETAILS W&7 DAVIS BEWS DESIGN ORM 150 SFATE STREET EAST OUDSWAR, FLORIDA 3467/ 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVFaEWSCAM TAMPA • nE s VER. EST, 1994^�-- TRIM • nrrF • TYPICAL TRIM DETAILS W&7 LJ -8090-5 OAi 5 1/4" LANDING TREAD RAILING GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. 7�C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 51/4" LANDING TREAD LJ -8090-5 OAI 5 1/4" LANDING TREAD SELECT 2 1/4" STRIP FLOOR LJ -4042-` NEWEL POST LJ-8010MR1 OAK TREADS LJ-8010MR2 OAK tREApS RAILING LJ -442 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN SELECT 2 1/4" STRIP FLOOR LJ-8010MR1 I OAK TREADS -� SEE GENERAL STAIR NOTES ,k01 STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. L114-MG2KNUC44 WROUGHT IROI�1i�BALUSTERS LJ -404 .--NEWEL POST LJ -4040 �01 NEWEL j r k,, POST SECTION i 'r�k -T 1x6 PAINTED BASE CUT t�4RU���"���.i3a� BOARD PLATE WALL •:� `� 3 1/4" BASE LJ -6010 AS APRON RAILING LJ -1041/8 BASE 5 -TURN MO CAAPILD STANDARD - LJ-8014MRI LJ -5015 WOOD TREAD EOR CARPET BALUSTERS (OPT. LJ -8010 SERIES (3 PER TREAD) SAD) LJ -8095 OAK lx$ PAINTED LINEAL COVE = RISER _� BASE - LJ-8010MRI PER TM LEVEL OAK TREAD 31/4" ORE? 1/4" Ixl2 SKIRT LJ -4042 BOARD NEWEL POST '```---2 1=A. - LJ -3078 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3, ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WPEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) At STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ TR LJ TR MEN FULL PT. WALL CARPET STARTS AT THIS RISER RAILING LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.TS. I i 'k X 1x12 SKIRT SECTION~,I �' BOARD LJ -7021 GUT THRU�'� 3� STANDARD - 42" H. ROSETTE 46 KNEEWALL WOOD DALUSTER _ RAILING DEPTH THE SAME At (OPT. LJ -6010 _ - BBAASE .E S -TURN MOULD ^ LJ - RAILING SHOWN) DEPTH THE SAME AT STANDARD - LJ-8074MR1 LJ -5015 WOOp TREAD FOR CARPET NE POST Ix6 PAINTED BASE (OPT. LJ -8010 SERIES (3 PER TREAD) _ TREAD) LJ -8095 OAK LINE OF LIP-HOLPLA44 LINEAL COVE PLATE BE PARALLEL MOULDING TO TOP RAIL ADJ. KNUCKLE) BASE -- LIH-14OL25ASK44 1x8 PAINTED PER TM LEVEL 3 1/4" OR 5 1/4" 31/41' BASE BD. RISER TYP. LEVEL 3 DECORATIVE Ixl2 SKIRT LJ -104 / 1045 TURNOUT DECORATIVE METAL BALUSTERS BOARD (3 PER TREAD - ALTERNATE LJ -1011 LEVEL QUARTER TURN AS APRON LJ -1011 LEVEL METAL BRACKET LJ -8010 DETAIL STARTING STEP ,--LJ-4042 QUARTER TURN TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L LJ NEWEL LJ -045 -4040 POST NE L POST NEWEL POST OPT. LIP-MG2KNUG44 _ lw�- WROUGHT IRON BALUSTERS LJ -1021 Ix6 PAINTED BASE ROSETTE - PLATE LJ -6010 Ixl2 SKIRT 3 1/4" BASE RAILING - BOARD AS APRON LJ -5015 WOOD-- BALUSTERS BASE (3 PER TREAD) _ MOULD STANDARD - LJ-6014MRI 1x12 SKIRT _ TREAD FOR CARPET BOARD _ (OPT. LJ -8070 SERIES TREAD SHOWN) LJ -8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING _ LJ-8010MR1 BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ -442 NEWEL POST 2 EA. - LJ -3078 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL N.TB. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. 7�C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAME ORIENTATION AS 51/4" LANDING TREAD LJ -8090-5 OAI 5 1/4" LANDING TREAD SELECT 2 1/4" STRIP FLOOR LJ -4042-` NEWEL POST LJ-8010MR1 OAK TREADS LJ-8010MR2 OAK tREApS RAILING LJ -442 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN SELECT 2 1/4" STRIP FLOOR LJ-8010MR1 I OAK TREADS -� SEE GENERAL STAIR NOTES ,k01 STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. L114-MG2KNUC44 WROUGHT IROI�1i�BALUSTERS LJ -404 .--NEWEL POST LJ -4040 �01 NEWEL j r k,, POST SECTION i 'r�k -T 1x6 PAINTED BASE CUT t�4RU���"���.i3a� BOARD PLATE WALL •:� `� 3 1/4" BASE LJ -6010 AS APRON RAILING LJ -1041/8 BASE 5 -TURN MO CAAPILD STANDARD - LJ-8014MRI LJ -5015 WOOD TREAD EOR CARPET BALUSTERS (OPT. LJ -8010 SERIES (3 PER TREAD) SAD) LJ -8095 OAK lx$ PAINTED LINEAL COVE = RISER _� BASE - LJ-8010MRI PER TM LEVEL OAK TREAD 31/4" ORE? 1/4" Ixl2 SKIRT LJ -4042 BOARD NEWEL POST '```---2 1=A. - LJ -3078 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3, ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WPEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) At STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ TR LJ TR MEN FULL PT. WALL CARPET STARTS AT THIS RISER RAILING LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.TS. I i 'k X 1x12 SKIRT SECTION~,I �' BOARD flG LJ -8095 OAK LINEAL COVE MOULDING PER LEVEL 3 1/4" OR 5 1/4" GUT THRU�'� 3� PSR PLAN WALL ��<� LJ -6010 TYP., WOOD DALUSTER _ RAILING DEPTH THE SAME At LJ -1041/8 _ - BBAASE .E S -TURN MOULD RAIL (KEEP HOLE DEPTH THE SAME AT STANDARD - LJ-8074MR1 LJ -5015 WOOp TREAD FOR CARPET BALUSTERS LJ -6010 RAILING (OPT. LJ -8010 SERIES (3 PER TREAD) _ TREAD) LJ -8095 OAK LINE OF LIP-HOLPLA44 LINEAL COVE (PLAIN) BE PARALLEL MOULDING TO TOP RAIL ADJ. KNUCKLE) BASE -- LIH-14OL25ASK44 1x8 PAINTED PER TM LEVEL 3 1/4" OR 5 1/4" RISER TYP. LEVEL 3 DECORATIVE Ixl2 SKIRT LJ -104 / 1045 TURNOUT DECORATIVE METAL BALUSTERS BOARD (3 PER TREAD - ALTERNATE LJ -3009 LJ -4010 NEWEL POST METAL BRACKET LJ -8010 DETAIL STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L n.. A4 l— .,TAI I ..., A.AIi %" I'%IIR.T-IW LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MRI OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING 1x12 SKIRT BD. BASE GAP MOULD TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL LJ -44 42" H. LJ -1021 NEWEL RAILING ROSETTE POST LJ -6010 36" H. RAILING RAILING II � I II I I �rrr - Ar BASE CAP MOULD flG LJ -8095 OAK LINEAL COVE MOULDING PER LEVEL 3 1/4" OR 5 1/4" PSR PLAN �` NP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS Kra KTS. 3/4" MIN. HOLE DEPTH -- FOR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME At EACH BALUSTER) 36" P. RAILING LJ -6010 RAILING LJ -442 NEWEL POST LINE OF BALUSTERS t0 BE PARALLEL TO TOP RAIL W in W In Ln Ln Ln I I , Li N b- r LJ -4010 LJ -4045 LJ -4042 LJ -44 TYPICAL NEWEL POST PROFILES 4 4 lk LJ -5015 LIN-14OLI5ASK44 LIP-POL25ASK44 L14-POLIKNUC44 LIP-POL2KNUC44 LIP-POLIOLA44 LIP-POL50144 (PLAIN) W/ LI -Al AK01 (2 EA, ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T S. NOTE: DFRALUING& ON >> ''X» '' 5�4EET WILL 5E ONE �4ALF TSE SCALE NOTED 1Afjl I" MIN. POLE 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 LINE OF ------- el r do KNUCKLES TO BE PARALLEL 00 TO TOP RAIL 0, 10 (DOUBLE KNUCKLE LIH-HOLT KNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DEAIL `— LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. �` SPACED) TYP., WOOD DALUSTER INSTALLATION DETAIL DEPTH THE SAME At N.1'.S. 1" MIN. HOLE DEPTH FOR .E BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -442 NEWEL POST LINE OF LIP-HOLPLA44 BASKETS TO ,r (PLAIN) BE PARALLEL L1-ALAK01(2 EA. TO TOP RAIL ADJ. KNUCKLE) LIH-14OL25ASK44 (DOUBLE BASKET) LIP-HOL15ASK44 TYP. LEVEL 3 DECORATIVE (SINGLE BASKET) BALUSTER DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) EYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DFRALUING& ON >> ''X» '' 5�4EET WILL 5E ONE �4ALF TSE SCALE NOTED 1Afjl I" MIN. POLE 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 LINE OF ------- el r do KNUCKLES TO BE PARALLEL 00 TO TOP RAIL 0, 10 (DOUBLE KNUCKLE LIH-HOLT KNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DEAIL I" MIN. HOLE DEPTH FOR �` BALUSTERS IN t0 HAND 610 RAIL (KEEP THOLE 00 DEPTH THE SAME At EACH BALUSTER) .E 36" P. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF SCROLL TO BE PARALLEL t0 TOP RAIL LIH-HOL50144 LIP-HOLPLA44 (SCROLL) (PLAIN) L1-ALAK01(2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS a C a �` a 610 ---•+ � EST. 1994 ftt� 00 foo M .E �h r STAIR • RE . TYPICAL STAIR DETAILS 91EET S D DAVIS BEWS DESIGN ORM 150 STATE STREET EAST OLIMMAk R"MA 3077 813.92.5.1300 TEL 813. 925. WOO FAX WWW.DAVISSEN&COM TAMPA • DENVER ---•+ � EST. 1994 ftt� STAIR • RE . TYPICAL STAIR DETAILS 91EET S D