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464 Red Rose Ln 17-3254 (a)
THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5UB-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 3011 UPPER KITCHEN CA51NET5, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWFr) POR f ODE COMPLIANCE PLANS EXAMINER DATE SAN —Q!j �UR.PNaLA05 N A PERMIT ISSUED SHALL BE CONSTRUED TO bE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST' EQUIREL, Results to be Verified at Slab Inspection #7-3254 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL TPICOE55 ARE TO BE CON51DERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. ' CEILING CONSTRUCTION: — 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH LOT 15 3 THORNBROOKE 40 s HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103/o.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE ANASTASIA GARAGE LEFT OF CORR0510N-RE615TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, R A5 OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103162 AND ASTM C 926. PER F.B.C.R 5TH EDITION (2014) R103b2.R WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SWEET GAUGE CORRO51ON-RE5I5TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL " ATTACHMENT INIM M OF 4 INCHES ABOVE THE EARTH ORBE 2EINCHES ABOVE PAVED AREAS HE WEATHER RES16TANT BARRIER SHALL ACCORDANCE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN AP TA ATTACHMENT EWEEP DSHALL BE FLANGE. THE LATH SHALL PLACED A COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.RR 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDED ELEVATION TRADITIONAL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103b5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SP, AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/1 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE TAYLOR MORRISON CON51DERED A5 CONTROL JOINTS. EGRE55: 1-4 HEf HT OF REDRAW NOTES 09-01-11 CREATED LOT 5PECIFIC PLAN FOR LOT 159 IN THORNBROOKE 40'5, INCLUDED ELEVATION "TRADITIONAL", GARAGE LEFT W/PLAN OPTION5 INCLUDING: FLOOD LIGHT PREWIRE5, (12) WALL 5CONCE PREWIRE5, (2) DUPLEX RECEPTACLE5, (4) RECE55 CAN LIGHT5, KEYLE55 PAD FOR GARAGE DOOR OPENER, 5TAIR RAILING, 5ECOND 50E, TRAY CEILING AT OWNER'S, VENT HOOD/MIRCROWAVE TO THE OUT5IDE, PRE -PLUMB WATER 5OFTENER LOOP, MEDICINE CABINETS WITH BEVELED EDGE AT ALL 5ATH5 AND 5HAMP00 NICHE AT OWNER'5 BATH AND OWNER'S BATH 2. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 d TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" PLAN REVISIONS LEACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCE55 10 EXTERIOR THROUGH A DOOR THE WINDOW MUST NAVE A MAXIMUM OPEG G 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2. APPROVED CORRO51ON-RE516TANT 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 CORRO51ON-RRE51STANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION:DRAWING INDEX i. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE INDEX SPECIFICATIONS METHOD 15 TO BE USED. COV - GENERAL NOTES, , 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, SOLID CORE (5.C,) OR HONEYCOMB CORE STEEL DOORS 1 - SLAB INTERFACE PLAN NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5. 2AI - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 514INGLE6 (IF APPLICABLE) : 1. WIND RE516TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R9052b.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 2 B 1 UPPER FLOOR P LAN NOTES HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM p 4869, TYPE II R 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 2 B 2 UPPER FLOOR P LAN DIMENSIONS UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM p 615116 REQUIRED IN ACCORDANCE WITH SECTION R9052.1, 3SE 1 - FRONT ELEVATION 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 ROOF PLAN, BUILDING SECTION OROMMENDATIONS E RECOMMENDATION$AOF RAS IRISpl9 OIGH R 120TH REQUIRED UNDERLAYMENT E) CONCRETE AND CLAY PER P-5-C.R. TILE TA5THTION MANUAL,FIFTH EDITION 12014) R905D3I31ON WHERE THE VAsD 15 SHALL CONFORM WITH A5TM DINED IN 226, TYPE �oA5TM D 26ANCE 1TH 26, TYPE 11; OR ASTM ECTION R3012.13 3SE2 -SIDE ELEVATIONS, , D 1910 R ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WINE CONCRETE AND CLAY ROOF TILE 3 S E 3 - FLASHING DETAILS INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. l TAILS CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : 3 S ELI, - F LAS 1 1 I N G DETAILS 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND V-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 I0'-011 AWAY OR CLOSER 4A - MAIN FLOOR ELECTRICAL PLAN TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER 4B - UPPER FLOOR ELECTRICAL PLAN RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TRAPPING PLAN TERMITE PROTECTION: TR -TRUSS S I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO N1 - STRUCTUDAL NOTES ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TEF11TICIDES SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT TRU CTU RAL DETAILS (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH S1 S EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S2 - STRUCTURAL L DETAILS MECHANICAL AND HVAC 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR CTURAL DETAILS 2.MECHANICAL 2. MECHANICAL APPLIANCES SHALL BE AGCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT BEHOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 53 -STRU PIPING R DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 1162 mm) DEEP AND 30 INCHES S4 - STRUCTURAL DETAILS (162 mm) WIFE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALL5 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 OPENING$ INTO THE GARAGE. S5 - STRUCTURAL DETAILS 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT TD - TRIM DETAILS OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. SD — STAIR TRIM DETAILS EXHAU5T FAN5 AND VENTING: 1. 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 IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND L16TED 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 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 165UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY IREV1510N6 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. 01111l1111®,�� s .rp ® r z 1 ®p<, p�lL�r bde0 /lllirl • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 T9 ISSUED 09-01-17 REVISED iomrr r oil Vortex Engineering, LLC 607 S Alexander St, Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CDA# 28035 - Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SEGTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL Mh ED17100. THE ENGINEER HAS NOT REVIEb�D THE PRE - ENOINEERED TRU56 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY 6HAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, SEALED FOR 5TRUGTURE ONLY ter-- z c:) rylo 0 W W i� C:) 37 mryo� 1 cn L nAj O X c� 150 STATE STR.FrE'T EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 `['F3.. 813.925.1800 FAX W W W.DA�RSBE'WS.CAM TAMPA • L'JE1V�/ER. � EST. 1994 ���- N� M o NW d' T d d_j,- U. 1 0 1 0 Em M ft oa I Q • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 T9 ISSUED 09-01-17 REVISED iomrr r oil Vortex Engineering, LLC 607 S Alexander St, Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CDA# 28035 - Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SEGTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL Mh ED17100. THE ENGINEER HAS NOT REVIEb�D THE PRE - ENOINEERED TRU56 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY 6HAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, SEALED FOR 5TRUGTURE ONLY ter-- z c:) rylo 0 W W i� C:) 37 mryo� 1 cn L nAj O 2582 •. TITLE • GENERAL NOTES REVISION LOG DAVIS BEWS DESIGN GROVP 150 STATE STR.FrE'T EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 `['F3.. 813.925.1800 FAX W W W.DA�RSBE'WS.CAM TAMPA • L'JE1V�/ER. � EST. 1994 ���- 2582 •. TITLE • GENERAL NOTES REVISION LOG INDICATES I - 05 VERT. RE13AR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT, REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW 41-411 PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER 3'-0"x3-0" A/C //j PAD (SEE MECH. CONTRACTOR FOR LOC.) r — I L Fm 52'4' ELEVATION �---,� 7' AIR HANDLER LINES FROM UPPER FLOOR 751-0" 41-611 31-211 31-211 8" C.M.U. ulAI I Aav, 51_011 111-411 II VV � <r LU ,u PITCH 1/8" / FT. u(N J L `v - — �l ■ ■ ■ ■ 4" P.V.C. 3/4" CONDENSATION A =- ' DRAIN BY PLUMBER 54 I II 20 -il ■ 811 C.M.U. WALL ABY. ■ _ �a 2.0 c0 TIE M SEA BV REC 85 �I ABV.' m 21.111 P_81 3'-10" I ■ ■ 10'-1011 ■ ISI I I ISI S INI r J I I I L_ J I I AIR HANDLER LINES FROM UPPER FLOOR � I II - ■ _ _._.— ■ _ — ■ ____ - �+ \ U I `° Q 3 -8 M ♦ ,�, 8'-I" 21.811 2 _ II �, `° i• m 12'-1" e, F i 3/4 RECESS ■ k FOR ENTRY DR. > j Ib" Wxlb" PEEP FTG. W/ 2 - CONT. 3'-811 / o 1 II I I LT. M 4 -ll 2 -1 _! N 00 M a, �- - 00 PAVER5 I //SII 19 -0 r _ _ II 5-4 II 13-8 �� s��t I 8"x8" FTG. W/ I - 5 CONT, (TYP. AT ENTRY) 1 -STORY FOOTING 28'-9" �} 2-5TOR1 FOOTING (TYP.) -' 20" H. x 20" W. CONC. MONO -FTG. W/ 3 - 05 CONT. RE5AR5 PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN. BELOW GRADE "` 8" THICKENED EDGE I I FOR SHOWER RECE55 (I W/ 1 NO.5 BAR CONT. --'� `" Ib" Wxl2" DEEP PTC. ,-� (I I �'G I W/ 2 - CONT. / `, 51 3/4" CONDENSATION 10'-10" DRAIN BY PLUMBER -1 "' .411 P.V.C. M II ■ ■ ■ ■ o N — — 5'-211 — — W 1 5'-8" i _ — — _ 11 _ 4 0 4 4 � w S AA I V i � I W PITCH TO DRAIN I ------------------�__---------��---_-____ i i 20 0 a I ,;; _ — ■ ■ — — ■� 41.411 51.411 ( CV ■ 8'14" FTG. W/ I - +5 CONT. ITYP. AT LANAI) PITCH I 1/8" / FT. " I Ld I �, / /MzzFEE /1�l/0 ELEVATION AT 04" (ASSUMED)\� 3.511 THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ bxbW1.4xW1.4MESHORF15ER MESH OVER b MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL. 31'-10" °0 NOTE: ALL SLAB ANGLES ARE AT 45° (UN.O.) ,� \ / J � 51 A PROVIDE WATER \�� 7 LINE FOR ICE MAKER J" Ib'' Wxlb11 DEEP FTG. I — W/ 2 - 05 CONT. /\ I n 9 -i >\ _G).-_- 31.611 - SLAB 3 9 I 8 35E2 I G.G. VERIFY ACRYLIC ON LANAI I I II Cr I Ib" Wxl6" DEEP FTG. 0 I � � W/ 2 - "5 CONT. rr I SI I-5TORi FOOTING (TYR) 20" H. x 16" W. CONC. MONO -FTG. W/ I j 2 - "5 CONT. REBARS PROVIDE 2511 MIN. LAP WHERE SPLICED AND II II 8 1 ■ P3 // GAL. I I 50 I W. H. ,. I WIRE TOGETHER BOTT. OF FTG. U I SHALL BE 12" MIN, BELOW GRADE CIO 1 9 41-411 1 41-811 I 41 41-811 1, 4'-0" � !r 5' 51-411 > 2 -STORY I -STORY � FOOTING FOOTING '-411 4' 1011 31-611 SI 4141 4'-0" 4'-411 TAYLOR MORRISON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * t,rr1 1111 11111 `v ®;cry 0�Z r Z w e. I 1 V 4 . v rrr � •eeeeeee• A �`\\ ELEVATION (-) 0'-4" INDICATED ON TH15 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABL15HEID 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 THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 1=1 1211 DEEP x36 x3b CONC. FOOTING W/ (4) S BARS EACH WAY. F2 12" DEEP x24"4411 CONC. FOOTING W/ (3) S BARS EACH WAY. G20" DEEP x30°60" CONC. FOOTING W/ (3) 05 BARS EACH lelrl DAVIS BEWS DESIGN GROVP 00 STATE SCREEr EAST OI U6AAAR,° R ORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA • 0E1VVER- yx�1 \V ' W _! N 00 M 00 I , Y/ ai NLL Lm �. L W ccQ • 00 Woo J`OM 3�E QT rrrrrrr�� rrrr • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED ve ��1 111 ��� 111 111 Vortex Engineering, LLC 607 S, Mexander St„ Suite 103 Plant City, Florida 33563 813,704 4642 FL# 52683 — CDA# 28035 - Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE AITAGHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5EC.TION MI OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEHM THE PRE- EN6INEERE12 TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. J SEALED FOR 5TRUGTURE ONLY/ WAY. ■Ir 1211 DEEP x301'60" CONC. FOOTING W/ (3) "5 BAR5 EACH on(31 • WAY. 25oL THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM • 501L BEARING CAPACITY OF 2000-PSF (8401.4. I FBCR). .rrrrrrrr .rr • TITLE • FOUNDATION PLAN EDICATES IDICATES 21116 FOUNDATION PLA GARAGE LLEcil DAVIS BEWS DESIGN GROVP 00 STATE SCREEr EAST OI U6AAAR,° R ORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA • 0E1VVER- - EST. 1994 ezz�— ��1 111 ��� 111 111 Vortex Engineering, LLC 607 S, Mexander St„ Suite 103 Plant City, Florida 33563 813,704 4642 FL# 52683 — CDA# 28035 - Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE AITAGHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5EC.TION MI OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEHM THE PRE- EN6INEERE12 TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. J SEALED FOR 5TRUGTURE ONLY/ WAY. ■Ir 1211 DEEP x301'60" CONC. FOOTING W/ (3) "5 BAR5 EACH on(31 • WAY. 25oL THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM • 501L BEARING CAPACITY OF 2000-PSF (8401.4. I FBCR). .rrrrrrrr .rr • TITLE • FOUNDATION PLAN EDICATES IDICATES 21116 FOUNDATION PLA GARAGE LLEcil F u ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.S.C.R - 5TH EDITION (2014) * * * * * * 1 OPEN TO TYPICAL MASONRY STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. WINDOW SCHEDULE POP-UP OUTLETS ALL STRINGERS TO BE 2-24 02 SYP. WINDOW WIDTHS �c R 30 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: 2011 2111 - 811 K.O. BLOCK FILLED W/(U S BAR CONT, OVER � I" AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN, (16" O.C. MAX) 06 WINDOW CALL -OUTS 811 PRE-ENGINEERED CONCRETE LINTEL _ "5 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT FILLED W/lU BAR ATC NC.). ATTACH #11 AT CONIC. W114" 0 DIA. x 31' TA CONS AT 12" O.C. of AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU65/JOIST/ OR BLOCKING BELOW. (D 2611 CONNECTORS AT BASE. 12 5P 1/2 32 5P 22 5P 32 SN W - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 112" 085 20 01 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" 1/21' DRYWALL RS, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TOP TO KNEEWALL TOP PLATE. 50TTOM PLATE WITH (2) SIMPSON 142.5 CLIPS. LEDGERS TO BE 2x8 WITH: _ 3911 110 1/4" x 3" TAPCON5 AT 8" O.C, STAGGERED AT MASONRY/CONCRETE ATTACHMENT. 13 5H 1/2 33 5P 23 5P 33 5H CAPACITY ARE ACCEPTABLE. * * * * * * * * *LJ p51" 14 51-{ 1/2 34 514 24 5H 34 5N Z 6311 g 15 5P 1/2 35 5N 25 5H 35 5P z - 1211 16 5P 1/2 36 5H 26 514 36 5P �Jc C.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOWS, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER � MANUFACTURER AND 5PECIFICATION5, Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5E1) (51NGLE DUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- FG) F u ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.S.C.R - 5TH EDITION (2014) * * * * * * 1 OPEN TO R -VALUE (MIN.) STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. FAMILY ROOM POP-UP OUTLETS ALL STRINGERS TO BE 2-24 02 SYP. REQ'D, ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 6IMP50N LSC HANGER R 30 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: I AT MA50NRY/CONC. WITH 1/4" DIA x 311 TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH - 811 K.O. BLOCK FILLED W/(U S BAR CONT, OVER � ()TYP. ARCHWAY ASCALE: 114" - 1'-011 3' 0110-0" A/C -011x3-0'1 A/C. IPAD (SEE MED, IPAD (SEE MED. ICONTRACTOR I (CONTRACTOR IFOR Loc.) I IFOR LOC.) I L ---J L._..,._.,_—J N � � maw 50TT. OF LINTEL AT 8411 A.F,F, * * * * STAIR NOTE5: I INC 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 A50VE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �c UNDER -STAIR PROTECTION ENCL05ED ACCE5615LE 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 Mod ******* ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH F5C R301 AND TABLE 8301.5 PER F,B.C.R - 5TH EDITION 12014). * * * * * * * * * * * WALL CONSTRUCTION R -VALUE (MIN.) STAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: THE FOLLOWING SHALL APPLY UN.O.) POP-UP OUTLETS ALL STRINGERS TO BE 2-24 02 SYP. REQ'D, ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 6IMP50N LSC HANGER R 30 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: �• AT MA50NRY/CONC. WITH 1/4" DIA x 311 TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH - 811 K.O. BLOCK FILLED W/(U S BAR CONT, OVER OF THE STRINGER (USE PT AT MASICONC.). I" AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN, (16" O.C. MAX) 06 IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE GROUTED SOLID. ENDS 811 PRE-ENGINEERED CONCRETE LINTEL _ "5 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT FILLED W/lU BAR ATC NC.). ATTACH #11 AT CONIC. W114" 0 DIA. x 31' TA CONS AT 12" O.C. of AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU65/JOIST/ OR BLOCKING BELOW. •� ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. CONNECTORS AT BASE. LANDINGS SHALL BE BUILT AS FOLLOWS: - PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 JOISTS TO BE 24 02 SYP, MIN, AT 16" O.C. CONNECTORS AT BASE. IF LANDING INCLUDES STRINGER SUPPORT IN A 5EAM CONFIGURATION, BEAM SHALL BE (2) - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 112" 085 20 01 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" 1/21' DRYWALL RS, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TOP TO KNEEWALL TOP PLATE. 50TTOM PLATE WITH (2) SIMPSON 142.5 CLIPS. LEDGERS TO BE 2x8 WITH: 110 (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT IV O.C. MAX, 110 1/4" x 3" TAPCON5 AT 8" O.C, STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 6U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * *LJ 50TT. OF LINTEL AT 8411 A.F,F, * * * * STAIR NOTE5: I INC 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 A50VE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA �c UNDER -STAIR PROTECTION ENCL05ED ACCE5615LE 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 Mod ******* ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH F5C R301 AND TABLE 8301.5 PER F,B.C.R - 5TH EDITION 12014). * * * * * * * * * * * WALL CONSTRUCTION R -VALUE (MIN.) G.G. VERIFY 811 K.O. BLOCK FILLED WI(I) "5 PAR OVER 81' SHIM AS POP-UP OUTLETS 0 REQ'D, KNEE WALL R 30 GARAGE FRAME WALLS "5 BAR IA - 811 K.O. BLOCK FILLED W/(U S BAR CONT, OVER I" Sol CASING GROUTED SOLID. • 0 811 PRE-ENGINEERED CONCRETE LINTEL _ "5 2x STUDS (PER FILLED W/lU BAR STD. _ 811 LINTELS SHALL BE FILLED, BELOW 8" K.O. PLAN) BLOCK FILLED AND REINFORCED W/lU S BAR BASE - PROVIDE (4) 2x4 STUDS W/ (U 51MR50N HTT4 CONNECTORS AT BASE. CABINET - PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 1/16" OS.B. CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 112" 085 BACKING FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT 1/21' DRYWALL CALI . TOP SCALE: 1/2" - 1'-0" AIR HANDLER 1/Vu4.+L4. n.v. vI-vvlN COURSE W/ (2) "5 CONT. IN EACH 42" H. RAILING 42" H. RAILING FLOOR BEAM LINE OF 6'-811 MIN. REAM SYSTEM HEAD CLEARANCE FLOOR SYSTEM /411 PLYWD. DECKING 3611 H. CONTINUOUS GRA5PA5LE 1000" Y 2x STRINGERS RAILING 36" H. (TYP.) RAILING (TYP.) STORAGE 2x TREADS AND T UNDER Ix RISERS (TYP.) `" STAIRS I jt 11 11 TREADS AT 10.00" EACH STAIR SECTION. ALL GUARDRAILS AND HANDRAILS TO SCALE: 1/411,11-011 COMPLY WITH FBC 8301 AND TABLE R301.5 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * DIRECT VENT DRYER THRU EXT. WALL FLAT HEADER AT 8'-011 A.F.F. M,41N FLOOR 5TRUCTUR14L LEGEND WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) 811 K.O. BLOCK FILLED WI(I) "5 PAR OVER 81' CLG. INSULATION R 38 0 - PRE-ENGINEERED CONCRETE LINTEL FILLED W/lU KNEE WALL R 30 GARAGE FRAME WALLS "5 BAR IA - 811 K.O. BLOCK FILLED W/(U S BAR CONT, OVER 8" COMMON BLOCK COURSE OVER 6" PRE-ENGINEERED CONCRETE LINTEL W/(1) 05 BAR, GROUTED SOLID. • 0 811 PRE-ENGINEERED CONCRETE LINTEL _ "5 N FILLED W/lU BAR O _ 811 LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED W/lU S BAR ® - PROVIDE (4) 2x4 STUDS W/ (U 51MR50N HTT4 CONNECTORS AT BASE. 05 - PROVIDE (3) 2x6 STUDS W/ lU SIMPSON HTT4 Q� CONNECTORS AT BASE. © - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 112" 085 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMP50N L5TAI5 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON 142.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 02 SYP W/ 1/2"055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU SIMPSON L5TA12 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMP50N H2.5 CLIPS, PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'411 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES 0 ALL LVL'5 TO BE Fb=2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. 0 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. - RECOMMENDED MASONRY CONTROL JOINT. ■ INDiCATE51 05 ♦ INDICATES 2 "5 HATCHING LEGEND LOAD BEARING WALL ;INSULATE WALL 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. SCALE: I/4" -- P-011 GARAGE LEFT • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED X1 DAVIS BEWS DESIGN GROVP c NW � 150 STATE STREET EAST OUXMAP,RJORMA 3077 813. 925. L300 TEL 813.923.1800 FAX WWW.DAVISBE MCOM. TAMPA • OIENNIM ESE 1994 - N� 0 Y/ chi M N O0 E �N < 4 zaM Q� • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED oil ��� 111 IMI Vortex Engineering, LLC, 607 S. Alexander St„ Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - COA# 28035 - Paul D Kidwell; RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION 8901 OF THE FLORIDA BUILDING CODE, RE5I0ENTIAL (5th EDITION). THE ENGINEER 14A5 NOT REVIEHED THE PRE- EN5INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARINS 0ONDITION5 AND RESERVE5 THE RISHT TO MAKE ANY GHANOE5 AFTER TRU95 LOAD INFORMATION I5 SUPPLIED TO THE ENGINEER, �5EALED EOR STRUCTURE ONLY Ln 0 � Z o � (Z> m � rvoo O o 37 z M O Ln J �a C)0 0 � �I•IIII�11111•IIIIIIII• 2582 •TI TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAP,RJORMA 3077 813. 925. L300 TEL 813.923.1800 FAX WWW.DAVISBE MCOM. TAMPA • OIENNIM ESE 1994 - oil ��� 111 IMI Vortex Engineering, LLC, 607 S. Alexander St„ Sulte 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - COA# 28035 - Paul D Kidwell; RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION 8901 OF THE FLORIDA BUILDING CODE, RE5I0ENTIAL (5th EDITION). THE ENGINEER 14A5 NOT REVIEHED THE PRE- EN5INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARINS 0ONDITION5 AND RESERVE5 THE RISHT TO MAKE ANY GHANOE5 AFTER TRU95 LOAD INFORMATION I5 SUPPLIED TO THE ENGINEER, �5EALED EOR STRUCTURE ONLY Ln 0 � Z o � (Z> m � rvoo O o 37 z M O Ln J �a C)0 0 � �I•IIII�11111•IIIIIIII• 2582 •TI TLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS • E119 NllIIIIIIIIIII 8'-4" i REFER t0 SWEET 2AI FOR MAIN FLOOR FLAN NOTES II x w II Ii ---J C NW o,A NW d Y/ co N M :ri M� Lo N Jr d 0 p 0 a M1y. � E FNM NllIIIIIIIIIII 8'-4" i REFER t0 SWEET 2AI FOR MAIN FLOOR FLAN NOTES JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REWSED MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - I' -I GARAGELEFK x w DAVIS BEWS DESIGN GROW C NW o,A NW d Y/ co N M :ri M� Lo N Jr d p 0 a � E FNM t�< 0 CO z < h GNB JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REWSED MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - I' -I GARAGELEFK % 1 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CdA# 28035 - Paul D. Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5ON, AND FIND IT TO BE IN COMPLIANOE WITH SECTION RE01 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TR55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN5 CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRJ55 LOAD INFORMATION 15 SUPPLIED TO THE ENSINEER. �5EbLED fiOR 5TRUGTURE ONLY 0 o O tin m � � ryO o g laaa-a- nex M O Ln J >MW o Fm=� I I0 Ij 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS 2A2. DAVIS BEWS DESIGN GROW 00 STATE SIPLEET EAST OUXMAR, R OPMA M677 813. 925 . 1300 TEL 813.925.1800 FAX W W W.DAW%EWS.CAM TAMPA • DENVER a EST. 1994 - % 1 111 111 111 ��� 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CdA# 28035 - Paul D. Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5ON, AND FIND IT TO BE IN COMPLIANOE WITH SECTION RE01 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TR55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN5 CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRJ55 LOAD INFORMATION 15 SUPPLIED TO THE ENSINEER. �5EbLED fiOR 5TRUGTURE ONLY 0 o O tin m � � ryO o g laaa-a- nex M O Ln J >MW o Fm=� I I0 Ij 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS 2A2. ******* ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). 16'-8" BEDROOM 2 13' - 4"x12'- 8" 9'-0" FLAT CLG. 6-0x6.8 BI-PA55 R/5 2x4 FRAME WALL - REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS PROVIDE ��/2030 TEMP. 5H. PAN AND DRAIN HD. AT T-8" UNDER A.N.U. r'OPT. BATH 2 CPT. 9'-0"cLG..C. I . - �o ;Q T- X a L _ J 9'-0" CLG, DO 2-6x6-8 FLUSH FRAME TO FURRING BELOW 9 II 42" H. RAILING OPEN TO BELO7 FLUSH FRAME TO FURRING BELOW - 24" H. A/C PLATFORM W.c. .LAV. S. OPT. M.C.- BATH 3 II CLG. r-42 H. RAILING 36" H. CONTINUOUS GRASPABLE RAILING 42" H. RAILING LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. 0 2 - 3050 5H. HD. AT T-8" 2x 2x4 FRAME FRAME WALL WALL 1'-011 3050 5H. * EGRE55 BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 2-6x6-8 UNDER A.N.U.7 5-0x64 BI-PA55 A.H. u' 1 NO,2 I — — — — — -- L___� R/S 24" H. A/C �'to-b g. 0.. PLATFORM CLG. CLG. ( CHASE I BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. •o I 1 REFER TO SHEET 262 ::7 � I FOR UPPER FLOOR C PLAN DIMENSIONS 1 \\ I \ 1 1 AA UPPER F-L.00R 5TRUGTUR AL L.EGcENp 0 TYPICAL WOOD FRAME CONNECTORS AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS W/ (U SIMP50N 1474 s Y •Z U WINDOW WIDTHS �C - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED 2011 2411 361' 4811 JACK-5TUD5 AT EACH END WITH (2) SIMPSON IF WINDOW CALL -OUTS 10 - (D 2011H 1818 F.G. 2016 RG, 30181=.G. 40181=.0. W .� Lo _ 24" 1 1820 F.G. 2020 F.G. 3020 F.G. 40201'.G. Lr ` Q • J 0 0Fo o 3611 1830 5H 2030 5H 3030 5H 4030 5H Z � T �+ 001 • Z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H Z 6011 3: 1850 5H 2050 51-1 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW6, to WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER OMANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- Fn) ******* ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). 16'-8" BEDROOM 2 13' - 4"x12'- 8" 9'-0" FLAT CLG. 6-0x6.8 BI-PA55 R/5 2x4 FRAME WALL - REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS PROVIDE ��/2030 TEMP. 5H. PAN AND DRAIN HD. AT T-8" UNDER A.N.U. r'OPT. BATH 2 CPT. 9'-0"cLG..C. I . - �o ;Q T- X a L _ J 9'-0" CLG, DO 2-6x6-8 FLUSH FRAME TO FURRING BELOW 9 II 42" H. RAILING OPEN TO BELO7 FLUSH FRAME TO FURRING BELOW - 24" H. A/C PLATFORM W.c. .LAV. S. OPT. M.C.- BATH 3 II CLG. r-42 H. RAILING 36" H. CONTINUOUS GRASPABLE RAILING 42" H. RAILING LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. 0 2 - 3050 5H. HD. AT T-8" 2x 2x4 FRAME FRAME WALL WALL 1'-011 3050 5H. * EGRE55 BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG. PROVIDE PAN AND DRAIN 2-6x6-8 UNDER A.N.U.7 5-0x64 BI-PA55 A.H. u' 1 NO,2 I — — — — — -- L___� R/S 24" H. A/C �'to-b g. 0.. PLATFORM CLG. CLG. ( CHASE I BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. •o I 1 REFER TO SHEET 262 ::7 � I FOR UPPER FLOOR C PLAN DIMENSIONS 1 \\ I \ 1 1 AA UPPER F-L.00R 5TRUGTUR AL L.EGcENp 0 - PROVIDE (3) 2x4 5TUD5 W/ (l) 51MP5ON HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (U SIMP50N 1474 s Y •Z U CONNECTORS AT BASE. 0 - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O,C, N ao M0 FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) SIMPSON M6TA30 STRAPS. 10 - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU SIMPSON L5TAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2xb 02 5YP W/ 1/2" 056 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (l) SIMPSON LSTAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 6IMP5ON H2.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES 0 ALL LVL'S TO BE Fb-2950 P51 MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA rrr•r �r���.•• •....••, Nib�J�, DAVIS BEWS DESIGN GROVP d' r s Y •Z U Uj d s x Z � � + N ao M0 Y/ cQa�M .� Lo ., j Lr ` Q • 0 0Fo " " pati Z � T �+ 001 • �111111f///� �r���.•• •....••, Nib�J�, DAVIS BEWS DESIGN GROVP d' r s Y •Z U Uj d s Z � � + * * * * * * * * * NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 3D, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * �c CLEAR OPENING HEIGPT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C,R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.5 -CR. - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES GARAGESCALE: EFf • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED 111 111 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813,704,4642 FL# 52683 - COA# 28035 - Paul D. Kldwel(, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N AND FIND IT 70 5E IN COMPLIANCE WITH 5ECTION R30I OF THE FLORIDA BUILDIN6 CODE, RE510ENTIAL [with EDITIOW. THE ENGINEER HAS NOT REVIEWED THE PRE - ENOINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RI6FIT TO MAKE ANY CHAN6E5 AFTER M55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, 5EEALEEDD�FOR 5TRUGTU''P ONLY WI W0 c) (f) C) ryli 0 0 r� l J T� ��•Irnr•rrrr� 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GROVP 150 STATE 5TREEC EAST OL.DWAR, R ORIDA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER �-�—a FSI:1994 111 111 111 111 Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813,704,4642 FL# 52683 - COA# 28035 - Paul D. Kldwel(, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N AND FIND IT 70 5E IN COMPLIANCE WITH 5ECTION R30I OF THE FLORIDA BUILDIN6 CODE, RE510ENTIAL [with EDITIOW. THE ENGINEER HAS NOT REVIEWED THE PRE - ENOINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RI6FIT TO MAKE ANY CHAN6E5 AFTER M55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, 5EEALEEDD�FOR 5TRUGTU''P ONLY WI W0 c) (f) C) ryli 0 0 r� l J T� ��•Irnr•rrrr� 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS E-9 `��111111//'r X w IF DAVIS BEWS DESIGN GROUP U. r •� . Z r v sll. r �r�7T111111����`a �,/ I NOTE: ROOF LINES CHAWGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 313,3C, 3D, 3E, AND 3F FOR COR RE5PONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • X w IF DAVIS BEWS DESIGN GROUP L' N 00 M O N� �/� (0 ~ w�M 66 � Q • 00 =LOD J� 0 3�E ci �Qn wr.r• • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REMISED 111 ��� X11 111 Vortex Engineering, LLC 607 S, Alexander St, Suite 103 Mart City, Florida 33563 813,704 4842 FL# 52683 - COM 28035 - Paul D Kidwell, RE -- -.HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51% AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANOR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGES AFTERTRU55 LOAD INFORMATION 15 SUPPLED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY 2582 • TITLE .... • UPPER FLOOR PLAN DIMENSIONS IF DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUMMAR, FLORIDA 34671 813.925.1300 TEL 813.925.1800 FAX V N W.DAVLSBEW&COM TAMPA • DENVER EST. 1994-- 111 ��� X11 111 Vortex Engineering, LLC 607 S, Alexander St, Suite 103 Mart City, Florida 33563 813,704 4842 FL# 52683 - COM 28035 - Paul D Kidwell, RE -- -.HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51% AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANOR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGES AFTERTRU55 LOAD INFORMATION 15 SUPPLED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY 2582 • TITLE .... • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK 5AND FINISH KEYSTONE 77 (IF APPLICABLE) RAISED SAND FINISH �— TEXTURED BANDING I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA15ED TEXTURED FIN15W BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THIME5515 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 A5111 C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R10310 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- I'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 022 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 PLT. HT. 1'-411 W. x 54" H. DECORATIVE FIXED SHUTTERS IE N? v� 6� SECOND F.F. LINE W T,OM. S" BANDING — COACH --- LIGHT TEXTURED —� v� FINISH MAIN FF. LINE _ GRADE LINE (ASSUMED) 12 6 /5HINGLE ROOF 7 Z STUCCO FINISH /SHINGLE ROOF 6" BANDING F 2SHINGLE ROOF 12 Q6 126 G.C. VERIFY ALUMINUM OVER 2x6 SUB -FASCIA (TYPICAL) 1TUCCO FINISH7 12 -SHINGLE \ ROOF NOTE: ALL BANDING 15 TO BE RA15ED SAND FINISH FRONT ELEVATION_ SCALE: 1/4" -- I'-0" PLT. HT. _.- 4" BANDING (TYP.) 1'-411 W. x 5'-0" H. DECORATIVE FIXED SHUTTERS va 4" BANDING 1�2 (TYP.) SECOND F.F. LINE T.O.M. 8" BANDING 4" BANDING TEXTURED T FINISH a' MAIN FF. LINE 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) INCLUDED ELEVATION - "TRADITIONAL" GARAGE LEFT • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED X DAVIS BEWS DESIGN GROVP illi N M EST: 1994- Nm 0 I T Mh �N Nii L LL L LaM<0 O O CSW W NM � f - < N z Q T U • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED ��1 111 ��� 111 111 Vortex Engineering, I_LC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE, I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N AND FIND IT TO BE IN C40MPLIANGE WITH 5EGTION P301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL I$dt EDITION), THE ENGINEER HAS NOT RCI�IEWED THE PRE- ENSINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SJPPLIED TO THE ENGINEER. �5EALED FOR STRUGTURE_ONLY 2 582 • 01 TI TLE • FRONT ELEVATION DETAILS • .35 1*1- mwmmwwmmwma DAVIS BEWS DESIGN GROVP 150 STATE STREET- EAST OUXMM, FLORIDA 39677 80. 925. L300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST: 1994- ��1 111 ��� 111 111 Vortex Engineering, I_LC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE, I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N AND FIND IT TO BE IN C40MPLIANGE WITH 5EGTION P301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL I$dt EDITION), THE ENGINEER HAS NOT RCI�IEWED THE PRE- ENSINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SJPPLIED TO THE ENGINEER. �5EALED FOR STRUGTURE_ONLY 2 582 • 01 TI TLE • FRONT ELEVATION DETAILS • .35 1*1- mwmmwwmmwma 1112" THICK MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT, X 144 = 67 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ, FT, X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. oc 6:12 L ----------------- — I ----------I _________ 6:12 I I I —------i—i I 6:12 6:12 - I i n � � I I - I I ---------------- 11-mil TYR MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT, / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT, SAND FIN15W KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RA16ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF TWICKNE5515 TO BE DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C., - 5TH EDITION (2014) 8103.6.1 AND A51M C 1063. TWIME56 OF TEXTURED FIN15P OVER FRAME APPLICATION TO BE PER F.B.G., - 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : II -mil OVERPAI At HIP ROOF PLAN AA (UAO.) SCALE: 1/8" -- I'-0" CLEAR OPENING HEIGHTS � IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HEp FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R - 5TH EDITION (2014) 83122 b - a�ROOF TRUSSES/2-6TORYVOL �� 111111 111UIVIUIIINIIIIIIII0III MEA SECTION AA SCALE: 1/8" - 1411 12 6� ab Q6 GIRDER ROOF TRU55 5 TRU55 AT O.G. (TYPICAL) CAL) 2 CAR GARAG \�� \ • ••rrrrr•�'V�'A/ffA �O � r • % •/,. • W �S = Z c. 'f f''I / ��r • p � S ``ra`��� eeee�ie�e� • SHINGLE 6� SHINGLE 12 6 ROOF ROOF PLT. HT. _ _ _ _ _ PLT. HT. _ _E1 STUCCO /STUCCOLSTUCCO FINISH 4� SHINGLE FINISH r FINISH �6 SECOND FF. LINE /! 811 ROOF �l SECOND F.F. LINE /! 811 �-SHINGLE _SECOND F.F. LINE - ROOF T.011._ /7 ____ T.O.M. /TEXTURED ZTEXTURED %� -TEXTURED L/TEXTURED zn v, FINISH FINISH FINISH FINISH � MAIN FBF. LINE �l _ _ _ ��l _ _ _ _ _ _ _ �l MAIN F.F. LANE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" 1411 12 12 ro 12 ab �6 SHINGLE SHINGLE ROOF PLT. NT. ROOF PLT. HT._ eSTUCCO a, STUCCO FINISH] * F.G. FG. FIN15H °' SECOND F.F. LINE_ /� 811 SHINGLE a4 SECOND F.F. LINE — ROOF TDM: TEXTURED TEXTURED FIN15N FINISH �, TEMP. MAIN F.F. LINE _ _ MAIN FF. LINE_ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 11-0il 12 12 SHINGLE 6 12 LSHINGLE ROOF ROOF Q6 PLT, HT. PLT. HT. _ 12 SHINGLE SHINGLE ROOF— SECOND FF. LINE ROOF 6 2 T.O.M. _ LTEXTURED FINISH7 e MAIN F.F. LINE GRADE LINE (ASSUMED) IU III ;� ;- -INI >ri 7 4,811 SECOND F.F. LINE _ SECOND FF. LINE SECOND F.F. LINE - — - — - T.O.M. _ 0 /TEXTURED :r FIN15H cp MAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION - "TRADITIONAL ,. JOB NUMBER 27002.295 CAD FILE NAME LOT _ 153 _TB ISSUED 09-01-17 REVISED Nco M DAVIS BEWS DESIGN GROUP 0 130 STATE STREET FAST CXDSMAR, FWPMA 34677 813. 925. L300 TEL 813.92!5.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER Nti d1 ,A Y/ g J m LL oQ•' Q00 E WNM > 0 . < M .<n zQIt JOB NUMBER 27002.295 CAD FILE NAME LOT _ 153 _TB ISSUED 09-01-17 REVISED Vortex Engineering, LLC 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 COA# 28035 - Paul D. Kidwell, RE, T I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5E5TION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITIOW, THE ENGINEER HAS NOT. REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING 6010ITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO 7HE ENGINEER. SEALED FOR 5TRUGME ONLY 2582 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION v OU .352. DAVIS BEWS DESIGN GROUP 130 STATE STREET FAST CXDSMAR, FWPMA 34677 813. 925. L300 TEL 813.92!5.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST 19" Fz='_ Vortex Engineering, LLC 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 COA# 28035 - Paul D. Kidwell, RE, T I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5E5TION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITIOW, THE ENGINEER HAS NOT. REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING 6010ITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO 7HE ENGINEER. SEALED FOR 5TRUGME ONLY 2582 • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION v OU .352. BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND FXTFR10R SHFATHINC-j F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN gk BRG. HGT. A. DRIP EDGE FASCIA TED ALUM. SOFFIT ATN & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM NIA -0 TYPICAL WINDOW AND SLIDING GLASS DOOR ZIFLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL HI A L SHEAT NG 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 RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I EXTERIOR FINISH WATER PROOF CAULKING I i i PER BUILDER s ' 1 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE MON I 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS AW 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 "tqI FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST 01 l e'�R P WEATHER RESISTIVE BARRIER -111 SILL PLATE (SEE DETAIL B E 2 FOR OPTIONS) S� �-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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 (ASSEMBLED FLASHING 1 WINDOW) 2 FLASHING FLASHING7 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 i NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS 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 WALL COVERING 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 DETAIL N.TJ GARAGE LF • JOB NUMBER 27002.295 CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED K 150 STATE STREET BAST OL 04AR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST: 1994 �-- N00 Mm O Nn v� 00 ■� C4 - I u. 0 0 =�0 z0M Y 4 ,: zQ� • JOB NUMBER 27002.295 CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED rrririrnrrrr • TI TLE • FLASHING DETAILS rcb DAVIS BEWS DESIGN GROUP 150 STATE STREET BAST OL 04AR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST: 1994 �-- rrririrnrrrr • TI TLE • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING -MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° ° SELF nrnucoCn Cl newnv± DO NO) rv�on vvcrc BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. Z��l SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) r•--- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-1" BEAD OF C01 ADHESIVE TO BE AF THRESHOLD OF DO UP JAMB 6". USE LI( OR EQUAL WEATHE SECTION -A (SEE DETAIL WP02) ° SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING SEAL TOPS OF JOI' , UNDER DECKING (SEE DETAIL WP07) CONT GALV "L" EXTERIOR — RIM JOIST I JSTALL SELF -ADHERED LASHING JAMB & HEAD LASHING SEE LANGED WINDOW >EE DETAIL WP01) ELF -ADHERED FLASHING, XTEND A MINIMUM 6" 'ERTICALLY FROM OTTOM OF HRESHOLD *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ASPHALT SEALANT:/ EXTEND MIN. OF 6" FLASHING PER MANUFACTURESSPECIFICATIONS FTEXTURED,AINTED FINISH OUTSIDE OF FLASHING K cd ROOF CRICKET: --� a FST. 1994- N� f0 MIN: 3:12 SLOPE OP CRICKET AS (REQUIRED AT /N SPECIFIED •5 w BY PLAN ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) _ AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER 6+n : ?i: phi: Yp?4"`J• DIVERTER :> FLASHING ;'„”"•: ' ' DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH w?^` �: �.;•".; .rtn"�' L::'::n'rin..:;i� ;:La HOLD EXTERIOR Lin' 'rii'zL'�'ti.',;tr� FINISH 2"ABOVE Kr,'..'t : 11 , " ;:' iti' :� IN ; r " 11, - . ' i� e� iL' z� iti : ROOF ;' °L rLYii�• :';L• :L• ; "`, •".,,;�, of i:' ;' i� :L is A A A A FLASHING CAULKING °L � ' �; :L .Ji; �a,:i;';7i i , ' i✓.`: ;:r„,.rte; � FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6” ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. V FLASHING TYPICAL. ROOFING FELT "— --DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR \ CONT. GALV. "L" --- FLASHING PER / MANUFACTURES SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER iii (I�►1ItI�L�l�l`�Iffl SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER r— WIRE LATH 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 'bfk'' laf "x SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) V 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 FLASHINGW/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT Rp�F pRp� ° METAL DRIP EDGE �Y BE UNDER Ty'QF,9`Shjy UNDERLAYMENT A yG� ROOF !EAVES '�sT o��c ��s RppF pR°R 0 pRR�P�MRN� \ RNp�PP TYPICAL ROOF TO pJRSE WALL FLASHING DETAIL �T '0 5�R° 4�N 9RpcGo 7 p'ooll g8 RAKE METAL DRIP EDGE a2 2e' TO BE OVER 5' EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK, THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2 DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE —' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND \ / METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 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 — 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 "Q BLOCK 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 9 *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING DETAILS JOB NUMBER 27002.295 CAD FILE NAME LOT 153 T9 ISSUED 09-01-1.7 REMISED DAVIS BEWS DESIGN GROVP K cd 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVMBEWSCOM TAMPA • DENVER --� a FST. 1994- N� f0 O Nh d� /N RMh _j LLLm 1. Lm w ¢ Q O 0 r 0 'OM W >%, �Q� o M JOB NUMBER 27002.295 CAD FILE NAME LOT 153 T9 ISSUED 09-01-1.7 REMISED N.T.5, GARAGE LEFT 2582 • 77 TLE • FLASHING DETAILS • • 1 j .354. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVMBEWSCOM TAMPA • DENVER --� a FST. 1994- N.T.5, GARAGE LEFT 2582 • 77 TLE • FLASHING DETAILS • • 1 j .354. L CTfRICAL <E� - 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET ABOVE COUNTER (21 A/C pISCONN. aP. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR L— _—J L _w —J 220 VOLT OUTLET WALL SWITCH -7 13 THM-WAY SWITCH GF1. 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN ,Q, EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) �i CARBON MONOXIDE DETECTOR SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) p THERIOSTAT OM ELECTRIC METER .a. ELECTRIC PANEL -J DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cj 1> ROUGH -IN FOR OPT. CEILING FAN v J c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING PAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.I) 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 ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, 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 12011 RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA. 10, q C. 2011, FB -CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALAFft SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. FLOOD LTS. I OWNER'S SUITE ROUGH -IN FOR DPT. \ FAN/LIGHT \ \ I GF.i. LANAI STD. LIGHT !��,. I OPT, FAN J L----------- W.P. / 1 ° OWNER'S BATH — I— sD L— I --J I r �.� CM D WALL MOUNT At 8'-8" / UP t0 FAN/ LIGHT W/ PAN \ / GATHERING ROOM \,I MAIN DISCONNECT (�� COMBO - SQUARE D REFER TO DISC. FLOOR PLAN FOR NZ MAIN AMPS. REQUIRED UNDERSROUND SERVICE BY POWER COMPANY STUDY ROY -4.I -IN FOR OPT. FAN/LIGHT DINING PENDANT (VERIFY LOCATION) OF WINDOWS 4/0 ALL CABLE AJC DAVIS BEWS DESIGN GROVP DISC. Typ, 014 AND 012 COPPER TO INSIDE N� LIGHTS AND OUTLETS PANEL Y/ M0 COPPER TO WATER HEATER cm CLW +"8 COPPER TO RANG 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL OC 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. 0 UP V. I LAUN, HALF '—I— __j f Wil. BATH PORCH I v I W.P. PENDANT W.I. AT 48" (VERIFY LOCATION) %- FOR FOYER , GD OPENER ON Y =E)= AT 32" KITCHEN ` GF.I. Sal 1 I G.C. VERIFY SWITCH'0i G.F.I. AT 48 2 CAR GARAGE \ FOR DISPOSAL IS I AT BELOW SINKo / �I I q1' GF.I. AT 48" i It)"" I L-------.._._ �GF1. — GFl GF.I. — G .L ELEC. 200 AMP q .I.4811 H PANEL 0 IRRIG. MICROWAVE VENT HOOD AND OUTLET +14" MICRO TO EXTERIOR W.P. G.F.I. FOR T.U.G. SERVICE COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT r r X c� DAVIS BEWS DESIGN GROVP C NCD M O N� Y/ d' w to L cm CLW 6 -d • OC CD 00 FNM 3�E MQI� Z T 40 /Q�� Ify U/ • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 TB ISSUED 09-01-17 REVISED 2582 • TIME MAIN FLOOR ELEC. PLAN r •4 EET • DAVIS BEWS DESIGN GROVP 180 STATE S V"r EAST OUD-04 R, MORMA 30- 813.924.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. .a EST. 1994 2582 • TIME MAIN FLOOR ELEC. PLAN r •4 EET • DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �w.P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET WALP-SWITCHED DUPLEX OUTLET �p SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THKE-WAY SWITCH 1.4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE lC� RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST PAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) d CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL.) ® CANON MONOXIDE DETECTOR su SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT B ELECTRIC METER Am ELECTRIC PANEL -i DISCONNECT SWITCH SPEAKER (OPTIMAL) ROUGH -IN FOR OPT. CEILING FAN v J c 15 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES" 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS, ....14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING RD", LIVING RXMS, PARLORS, LIBRARIES, DENS, SINROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.C.I. PROTECTED (W-11 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, FB.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. T. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL, CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ROUGH -IN /1> FOR OPT. FANII.IGHT < J BEDROOM 2 BATH 2 Wp. a / I LIGHT AND 1 1 SWITCH IN arrlc L - J DISC, WORIz— MAKE-UP LIGHT o s FLOOR OUTLET (VERIFY LOCATION) / LOFT I ROUGH -IN / -� FOR OPT. PAN/LIGHT ---------T— I I BEDROOM 4 1 G.C. VERIFY ALL SMOKE DETECTORS / /i i TO BE HARD -WILD ROUGH -IN \ \ FOR OPT. Lffim r o lw i SD BEDROOM 3 </ J ROUGH -IN \FOR OPT. FAN/LIGHT DOWN TO X w SWITCHES //> 7 . G J - ESC 1994 ROUGH -IN FOR OPT. d� FANLIGHT WORIz— MAKE-UP LIGHT o s FLOOR OUTLET (VERIFY LOCATION) / LOFT I ROUGH -IN / -� FOR OPT. PAN/LIGHT ---------T— I I BEDROOM 4 1 G.C. VERIFY ALL SMOKE DETECTORS / /i i TO BE HARD -WILD ROUGH -IN \ \ FOR OPT. Lffim r o lw i SD BEDROOM 3 </ J ROUGH -IN \FOR OPT. FAN/LIGHT • JOB NUMBER 27002.295 CAD FILE NAME LOT 153 T9 ISSUED 09-01-17 REVISED X w DAVIS BEWS DESIGN GROUP ♦n N W m 150 STATE STREET FAST aM&AAR, MMMA 3467/ 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVESEWS.COM TAMPA • DEXsrvMP- - ESC 1994 N� O d� r�r mJr L LLW L L Q. o gooo - N M U 3�En 0 Ir Z4� L0 • JOB NUMBER 27002.295 CAD FILE NAME LOT 153 T9 ISSUED 09-01-17 REVISED 2582 •TI TLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. GAr\P%GE LEFT e �� DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST aM&AAR, MMMA 3467/ 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVESEWS.COM TAMPA • DEXsrvMP- - ESC 1994 2582 •TI TLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. GAr\P%GE LEFT e �� MAN 16 FLOOR TRUSSES ROOF TRUSSES_ NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 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 SIMPSON STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 IDE51 N NOTE, ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON 514EET N -I AND SHALL 5 COMPLIED WITH IN FULL. UNLE55 NOTED OTHERW15E: I: ALL ONE 5TORY MA50NRY TO TRUSS CONNECTIONS TO BE SIMPSON META20 (AT EACH / (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. MAX.) W1 N 10d x 1-1/2" (,,SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (UN.O,) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 5IMP50N HIDA W/ (18)10d x 1-1/2" OR 5IMP50N HT520 W/ (24)106 x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE MSTCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY 0,,1833N j� LEDGER A (LA) - 2x4 PT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 150 STATE STPLEET EAST OLDWAR, FLORIDA 34677 813. 925. L300 TEL. 813.925.1800 FAX W W W.DAVISBEW&CAM TAMFIA • DENVER. ��ti�•r 110 SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY LUALL. A TRUSS . Z . cid .. FRAMING FASTENER CAPACITY LEGEND r� ••. • cl. (1 51MP5ON MT5M16, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. q�� @ 51MP60N H10 (8) Sd X 11/2't (TYP, 5YP FRAME) �O/Oflllli® FRAME TO MASONRY) 5IMP50N METAIB-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 5IMP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS S15TERED TO THE WALL IS NOT AN ACCEPTABLE ALL-AROUND) O5IMP50N M5TAM24 - l9)10d w/ (5)1/4" x 2 I/4" TITEN ITYP. 14 5IMP50N L5TAI8 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) LEDGER C (LC) - ® SIMPSON LTT205 - (10)-10d + 1/2" x 10" A.B ITYP, FRAME TO 15 SIMPSON HT520 - (24)10d 1112" or (20)10d (TYP. SYP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O SIMPSON HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 16 SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) 6IMP50N HTT4 - (1) 5/8" dia. A.B. + 184d BOLT IN 5IMP50N SET ® 1-� (2) SIMP50N MTS18 - (14)'10d 11/1" AT EA. STRAP (TTP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K0. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. SYP FRAME O 6IMP60N MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K0. BLOCK SET IN 5IMP50N SET EPDXY. (TYP 2 -PLY TRUSS HEEL TO MASONRY) (3965") 19 SIMPSON 5T6224 (28) 111 (TYP. FRAME TO FRAME ALL-AROUND) 5IMP50N MGT - (1) 5/8 DIA, x V ATR + 22.10d EMBED ATR 5 5/8" 20 (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP, 5,Y.P. FRAME (MIN) INTO MA50NRY K.O. BLOCK SET IN 51MP60N SET EPDXY. TO FRAME) 6IMP50N MSTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1.106 ® 21 (4) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® SIMPSON LGT3-SD6 2.5 (12) -SDS 1/4" x 2" INTO GIRDER AND (4) 3/6" SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1 (TYP. FOR 3 -PLY TRU65 HEEL MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES 9 IMP50N HT5 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 5IMP50N SET PDXY. EMBED A.B. V (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 SIMP50N HTSMIb - (8)10d w/ (4)1/4x21/4 TITEN (TYP. SYP FRAME TO MASONRY K0. BLOCK SET, (TYP. SYP FRAME TO MASONRY) C.M.U. ALL-AROUND) im SIMPSON HGT-2 (2 ply member) -(2)3/4" DIA. A.B. + I6 -10d EMBED A.B. 25 6IMP50N M6TCM40 W/ (1416d SINKERS AND (10) a' x 2 " TITEN INTO MASONRY K0. BLOCK 12" (MIN) SET BOLTS IN 6IMP50N SET SCREWS EPDXY. (TYP S.Y,P. FRAME TO MASONRY) 26 5IMP50N M5TCMbO W/ (26)-lbd SINKERS AND (14) " x 2 " TITEN 11 5IMP50N 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 SIMPSON 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 TRU55 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 SIMPSON STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRU55 IDE51 N NOTE, ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON 514EET N -I AND SHALL 5 COMPLIED WITH IN FULL. UNLE55 NOTED OTHERW15E: I: ALL ONE 5TORY MA50NRY TO TRUSS CONNECTIONS TO BE SIMPSON META20 (AT EACH / (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. MAX.) W1 N 10d x 1-1/2" (,,SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (UN.O,) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 5IMP50N HIDA W/ (18)10d x 1-1/2" OR 5IMP50N HT520 W/ (24)106 x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE MSTCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY SPECTIVELY, U.N.O. 101916 SPECIFICATION FOR I.EDGERS (THE FOLLOWING SHALL APPLY U.N.0d LEDGER A (LA) - 2x4 PT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 150 STATE STPLEET EAST OLDWAR, FLORIDA 34677 813. 925. L300 TEL. 813.925.1800 FAX W W W.DAVISBEW&CAM TAMFIA • DENVER. AT LOUDER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY LUALL. A TRUSS SISTERED 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.S. NAILS AT EA. STUD (16" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES to LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS S15TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 18 ATTACHED TO THE LUALL IN LIKE MANNER TO THAT INDICATED FOR THE L LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT UJ/ 8/8" DIA, x 8" A.B. AT 12" O.C. STAGGERED UJ/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT LL TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT UJ/ (4) SIMPSON 5D52rp&00 SCRELUS AT EA. STUD (16" O.C. MAX.) UJ/ SIMPSON HU/HUC28 AT FACE 00 ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT UJ/ 5/8" DIA. x 8" A.B. AT 12" D.C. STAGGERED UJ/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYF'. LINO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY IUALL). LEDGER F (LF) - 2x8 PT W 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: THI5 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY LUALL. A TRUSS 515TERED TO THE WALL 16 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) SIMP50N 50525600 SCREUJS AT EA. STUD 06" O.G. MAX.) LU/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TDP CHORD BEARING AT EA. TRUSS (TYP. UND). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT_LITDGER$ C_ OR D,_HU/HUC28-2 OR. HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, SPECTIVELY, U.N.O. 101916 • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 T9 ISSUED 09--01-17 REVISED Lj X ro DAVIS BEWS DESIGN GROVP 150 STATE STPLEET EAST OLDWAR, FLORIDA 34677 813. 925. L300 TEL. 813.925.1800 FAX W W W.DAVISBEW&CAM TAMFIA • DENVER. (N0 0) N� �:. to N M C9 L J ;- �u.W LL 1Z•. 00 100 W M 5�3�E M � CO • JOB NUMBER 27002.295 • CAD FILE NAME LOT 153 T9 ISSUED 09--01-17 REVISED Lj F. q� iiii Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813704 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 GOMPLIANGE AITH 5EGTION RSOI OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RI6HT TO MAKE ANY G44ANGE5 AFTER 7RU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �,_5EALFD FOR 5TRUGTURF ONLY INCLUDED ELEVATION - "TRADITIONAL" TRUSS STRAPPING PLANS GARAGE LEFT • TITLE ...I.r•..1. • TRUSS STRAPPING PLAN • SHEET TR• DAVIS BEWS DESIGN GROVP 150 STATE STPLEET EAST OLDWAR, FLORIDA 34677 813. 925. L300 TEL. 813.925.1800 FAX W W W.DAVISBEW&CAM TAMFIA • DENVER. EST. 1994 F---- F. q� iiii Vortex Engineering, LLC 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813704 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 GOMPLIANGE AITH 5EGTION RSOI OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RI6HT TO MAKE ANY G44ANGE5 AFTER 7RU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �,_5EALFD FOR 5TRUGTURF ONLY INCLUDED ELEVATION - "TRADITIONAL" TRUSS STRAPPING PLANS GARAGE LEFT • TITLE ...I.r•..1. • TRUSS STRAPPING PLAN • SHEET TR• GENERAL NOTES CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEEREID WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS, CHANGES 5PECIEIED BY THE TRUSS 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 OF THE TRUSS MANUPACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR TH15 PROJECT 4 AS SUCH, 15 RESPONSIBLE POR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR TH15 PROJECT TO THE ENGINEER OF RECORD POR REVIEW PRIOR TO MANUFACTURE OP SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS 1MANUFACTURER'5 COMPONENTS e THIS TIME 4 RE5ERVE5 THE RiGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED U51NG THE MOST RECENT TPI CRITERIA. TRU55ES TO BE HANDLED 4 INSTALLED USING MOST REGENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE 5TRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT 5,45ED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRU55 CONNECTIONS 5PEGIPIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IP THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN 5ET. PRECAST CONCRETE COMPONENTS: + PRE -CAST 8 PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S 5PECIPICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CA5TGRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • AL.L. MANUFACTUR;=D PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOS 5 ONLY'. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMP0NENT5 PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RE5PON515LE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATION5 SUCH THAT IT WILL WITHSTAND THF= COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. +• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED TH15 INFORMATION FOR APPLICABILITY ORAS A FORM OF PRODUCT APPROVAL OR ENDOR5EMENT. FRAMING DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a iro11 O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITA LE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/211 DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/811 TYPE "X11 DRYWALL ALC. FRAME rS4RA(S- 5 W,41_L5 TO 5E 1/2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5 WITH AUTOMiATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE -11511 STUCCO OVER 15/32" OSB. ROOFING 4 FLA5HING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R305.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 5TICK) INSTALLED PER MANUFACTURE SPECS * FBGR 905.2.1. • TILE UNDERLAYMENT: PEAL 4 5TICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MiN. 2G GAUGE GALVANIZED STEEL FLASHING. 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 roXao X3/S STEEL ANGLE W/ 1/2IDIA. X 5 51MP5ON TITEN HD ANCHORS a 24 O.G. W/ 411 LAP ONTO BRICK SUPPORT ON EITHER 61DE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 511X5"X3/a" STEEL ANGLE W/ 3/0" DIA, X 4" LAG SCREWS a 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SiDE MINIMUM. ANGLE 51ZE PER B-I.A. 4 F.B.C. CRITERIA, OR BY OTHER5. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC PIN15HE5 SHALL BE IN5TALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A6CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RESPONSIBLE FOR 5RICK/5TONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN iS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS 5Y5TE1" 1 BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL 1DEA0 LOAD FOR SUCH AREAS 8 LIMIT DEFLECTION TO L.1600 IN THESE AREAS FOR PURP05E5 OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN 51ZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHER5. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MA50NRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 FeF RELACES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION, 12. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL. CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE Cr- MASONRY 5TR,ICTURE5 (TMS 402/ACI 530/4SCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DE516N HANDBOOK FOR MASONRY 5TSUCTURE5 (TMS 403) 1.4. AMERICAN SOCIETY O= CIVIL ENGINEERS MINIMUM DE51GN LOADS FOR BUILDINGS 4 OTHER 5TRUCTURE5 (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF 5TRICTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRU55ES BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION. 1.1, NATIONAL DF-51GN SPECIFICATION FOR WOOD CON5TfaJCTION (ND5) LATEST EDITION. I.B. AMERICAN PLYWOOD A66XIATION DESIGN CONSTRICTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF 5UR--ACE LIVE: 20 P5F ROOF 5URFACE 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 SERVED WITH FIXED STAIRS: 30 PSF 22, FLOOR LOADING: GENERAL LIVE: 40 PSP GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 FF PASSENGER VEHICLE GARAGE5 LIVE: 50 PSF" ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSP SLEEPING ROO'15 LIVE: 40 PSF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 P5 GUARDRAILS INFILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATION5 LISTED IN THE FBCR TABLE 8301.5 SHALL APPLY FOR FLOORING FIN15H MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECO" Ih1ENDATION5 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PIRES Fr= 15 A55UI1ED TO BE 2,000 PSP AS PER TABLE R401.4.1 32, THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSP. 3.3. iT IS THE CONTRACTOR'S RE5PON5151LITY TO VERIFY 501L CAPACITY 4 CO" FACTION. 4. CONG5�_:TE: 4,1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM CO SSIVE 5TRENGTH OF 2500 psi 0 28 DAYS (U.N.O.). 43, REINFORCEMENT RE5AR5 A5TM A65 GRADE 60 (UXO.) 4.4. WELD WIRE FABRIC (WWF A57M A185) or FIBER MESH PER A57M C111( TYPE III 4.13, USE ON. BY VOLUME MINIMUM (1.5 LB5 / Cu YD) 4.5. LAP SPLICES 8 1-100K5 SEE TABLE. 5. MASONRY: 5.1. MASONRY CON5TRICTION 8 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, 115PECIFICATION FOR MA5ONRY 6TRUCTURE6 (ACI 530.1/ASCE 6/TM5 (002),11 PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAR11IWjTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL EW-31NEERS, RESTON, V193INIA: EXCERPT AS MODIFIED BY THE REQUIREMTIT5 0= THESE CCNTRACT DOCUMENTS. 5.2, GENERAL 5PECIFICATION FOR MASONRY STRJCTURE5: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY DIGINEER FOR TH15 PROJECT, 5.2.2. C019RE551VE STRENGTH REQUIREMENT 15 f'm=1500 P5. 5.2.3. DETER'11NATION CF GOi'1PRE551VE 5TIETIGTH 15 THE ALLOWABLE STRESS METHOD. 52.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE 5.2.6. GROUT SHALL coMPLY WITH A5TM 0416. GROUT SHALL BE 3000 PSI UXO. b HAVE A SLUMP RANGE OF 811-1111. 53, FRODUCT5: 5,3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5.32. MA5ONR Y UNIT MATERIALS SHALL BE 1 JW P51 MIN. CONCRETE MASONRY UNIT. 5.3.3. IEINPDIEMENT, PE-51E56ED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 53.4. WELDED WiRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET, 5.35. STAINLESS STEEL 15 NOT APPLICABLE. 53.6, COATING FOR CORRO51ON PROTECTION 15 NOT APPLICABLE. 5.3.1. CORIQ4 510N PROTECTION FOR TENOCN5 15 NOT APPLICABLE. 5.3.8. PiE-STRESSING ANCHORAGE, COUPLERS, 8 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTEL5 TO BE BY CA5T-CIRETE UNLE55 NOTED OTHEI;4115E. 5.4. EXECUTION: 5.4.1 PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.42. ACCESSORIES ARE NOT APPLICABLE, 5,43. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE ONLY, UNLE66 CLEARLY DELINEATED AS IIFEQ'D 11 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TM5 402/ACI 530/ASCE 5, MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTEIRNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/811)', AND 'MICHIGAN CONTROL JOINT'_ 6. WOOD FRAMING: (.1. DIMENSIONED LUMBER SHALL BE DRE55ED 545, 8 SHALL BEAR THE GRADE STAMP OF THE MANUFACTUI@ER'5 ASSOCIATION. 6.2. ALL LUMBER SHALL BE 50UND, SEASONED, 4 FREE FROM WARP, 6.3. FRAMING WALLS B COLUMNS 6.3.1. MINIMUM 01"3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED -s BEAM OR Gll; DER TRU55 BEARING LOCATIONS. UNLE55 NOTED OTHERWISE. 6.32. NOT USED 6.3.3, NOT USED 6.3.4. ALL TRU55 BRACING LUMIBER SHALL BE S.Y.P. 12 OR BETTER 6.3.5. INTERIOR LOAD BEARING (IF APPLICABLE) WALL5 STUDS TO BE 5PACED 6 1611 O.G. 4 SHALL BE S.Y.P. OR BETTER 63.6. TYPICAL AT ALL LOAD 15EARING 5.Y.P. C011901,ENT5, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEFTH5 GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE UXO. 6.3.1. INTERIOR NON -LOAD BEARIWz WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER 5-0 ow MID -HEIGHT, 4 SHEATHING JOINT, BRACE GABLE END WALLS e 4-0 O.G. AS 5HOUN IN DRAWINGS. 63.9. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP PLATES 4 SHALL BE FASTENED PER P/83: BOTTOM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMN5 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 PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. 9E55URE TREATED LUMBER SHALL iBE IMP'fEGNATED WITH A CCA SALT TIEATMENT IN ACCORDANCE WITH F.S. I1 -W-511 8 BAE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARC LP -2. (o b. ALL SHEATHING TO BE SPAN RATED FOR A99ROPRIATE APPLICATION, ALL ROOF 5HEATHIWS TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR 5HEATHING THICIQNE55.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1, ROOF: SHINGLE OR METAL, 1/16° MIN. THICK APA RATED SHEATHING 5UPPORTED OVER 24" MAX SPAN / TILE, MIN. 1/2" THICK APA RATED 5UFPORTED OVER 2411 MAX 5PAN. 6.6.2. WALL: 111611 MIN. THICK SUFF ORTED OVER 24" MAX. SPAN. 6.63. FLOOR CADET, VINYL, WOOD, ETC., 3/411 MIN. TONGUE 8 GFOVE SUPPORTED OVER 24" MAX SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS REWMMENDATION5. 6.1. ALL NAILING B BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE O= TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8, ALL CONNECTION HARDWARE SHALL BE GALVANIZED k SUPPLIED BY SIMPSON 5TRGNG TIE CO., USP, OR EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE PILLED OR AS PRESCRIBED BY THE MANUFACTURER 6.9, BRACING: TeIPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BC -51 RECOM-ENDATION5 8 SHALL BE UTILIZED AS THE PERI" iANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) (also. ALL WOOD FRAMING SHALL iBE IN CCMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION, 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRICTED BY ATTACHING 111611 APA RATTED 5HEATHING TO ONE SIDE WITH NAILING PATTERN PER 10'/52, ATTACH TO SLAB WITH 1/2" DIA x 10" AB, 6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMP50N 50525600 6 24" O.C. MAX TO FLOOR TRI55E5 OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 51MP60N HT51(o OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'P'/52 TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED POR RE -INSPECTION 4 TREAT ;=NT CONTRACT RENEWAL. SHALL BE PROVIDED. THE 51GN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE a LEAST i'-0" FROM BUILDING 51DEWALL5. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE IN5TALLED WiTHIN 1'-0" OF THE BUILDING 51DEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING 5Y5TEM5, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CON5TRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICEN5ED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOOR5 FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC PORMS. • MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR t MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OP COMPLIANCE MUST BE I5SUED TO THE BUILDING DEPARTMENT BY A LICENSED PE5T CONTROL COMPANY BEFORE A CERTIFICATE OP OCCUPANCY WILL BE 155UED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WiTH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE e CONSUMER SERVICES." • NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-011 OF ANY BUILDING OR PROPOSED BUILDING 5PECIFIGArtION FOR BUCK ATTAGHMENT FOLLOWING 5HALL AY ..O. • IF lx - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x • IF xK- ATTACH TO MA50NRY w/ 1/4" x 3" MASONRY ANCHORS 0 12" O.G. w/ MAX. 6" FROM END OF BUCK (TYP, ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING LY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DE51GN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL 5TH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUT5, ETC.) ANY DISCONTINUITY IN DE51GN 15 THE RESPONSIBILITY OF THE DESIGNER SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UN.0) • 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 5/8" DIA. A.B. INTO THE SIDE OF FILLED MA50NRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS 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. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5PECIFICATION FOR LANDING5 4 5TAIR CON5TRUCTION (THIE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 5YP. • ALL 5TRINGER5 TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• MA5ONRY/CONC, WITH �` DIA X 3" TAPCON5 AT 6" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA-5,/CONC.). •• WOOD WITH (4) 0.131 X 3" NAILS AT EA. STUD MIN. (i(" 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 CONC.). ATTACH FOOT TO FLOOR: •• S CONC. W/ k DIA. X 3" TAPCON5 6 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRU55/JO15T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN. rat 16" O.G. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J01 -5T WITH (3) 0.131X32" R.5. END NAILS AT EACH LANDING JOIST, 4 •• (2) 0.131 X 3' TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X311 NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCON5 ,w 8" O.G. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LU52( HANGERS OR EQUAL. • THE SPECIFICATION LI5TF-D ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS B HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBG TABLE 8301.5 4 SECTION 8312, FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION 5A5ED ON LINEAR INTERPOLATION PER FIGURE 8301.2(4) OF THE FLORIDA BUILDING CODE, RE51DENTIAL VOLUME, 5TH EDITION (2014).11 * * * * * * * * * * * * * * 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/-109.8PSF Q 50 SOFT + 22.5 /-100.1 PSF © 100 SOFT +20.4/-92.4 PSF WALL © 10 SOFT +50.0/-67,0 PSF © 20 SOFT + 46.6 /- 62.7 PSF © 50 SOFT + 44.9E 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 + 43.2/- 48.6 PSF 16'+ WIDTH +42.2/-47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE&ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERIN6, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY CJ . 0�- - . 4U✓ 6 o: \I IP 8 Z --zj o Qo Lu Q Lu i uj aSQ uj mom �E LLI 0, DATE 06-30-17 SCALE NOTED DRAWN MKA=0K JOB - Sheet content: 5tructural Notes Sheet number: N1 141-30 FLOOR TRUSS BRIG. SEE PLAN 1/2" DIA. x 8" - TITEN HD 6 48" O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIONS) 12 �rTYPJ 5EE ELEV. PRE- ENGINEERED WOOD TRU56E5 6 24" 0/C UPLIFT CONNECTOR (SEE TRU55 SHEET FOR SCHEDULE) HATCHING 5 "AT 2x6 WALLS USE SPH& ® CONNECTORS IN LIEU OF INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) 1001 NAILS BEARING WALL (W/ AT 2X8 WALLS USE 5PH8 S 1 SCALE:NTS d� 51MP50N SP2 EA.5TUD ----`" GRADE (00 ` BEND DIAMETER 1/16'1 APA RATED 5HEATHIN LAP SPLICE BEND DIAMETER LENGTH SEE SCHEDULE FOR WALL. (REFER TO FND 4 DOUBLE 112X11 B.. FASTENING D.."All S.P.F. TOP THICKNESS) CALC5./5PEC5. 03 PLATE 41/4 2X4 PT STUDS 6 111 O.C- OR 15 CRICKET AS 41/4 S 1/4 (1)1X4 PT STUD 6 24" O.C. 4 REQUIRED 9 UNDER COMMON TRU55 W/(2) 4q 2-.-11I/222 A. 311 / 55/6 121/2 2X4PT STUDS UNDER HIP / "3J'I=.=e32 4 e CARRIER/GIRDER TRU55 25 -=- 1 151/2 I *6 SIMP50N 6P1 6 EA. STUD 4 °•. 4 •I 30 41/211 81/16 181/2 MAIN SPAN ROOF TRU55 "1 2x4 PT. BTM. PLATE W/ S 13/16 LAP SPLICE EMBEDDED STD. 900 HOOK 1/2" DIA.xII A.B. 6 24" O.C. 42 "8 UPLIFT CONNECTOR - - - 8" (5EE SCHEDULE) 48 51MP50N META20 's EA.STUD - - --11 - VI 12/06 28 54 MOISTURE BARRIER - SIIX8`X1&" K.O. BLOCK W/1 45 CON - - (1/)15 VERT. iN CONC.FILLED CELL 14.06 31 FILLED W/2500 PSI GROUT 4"CONC. SLAB. SEE NOTE: W/ STD 90° HOOK IN KO BLOCK HATCHING 5 "AT 2x6 WALLS USE SPH& ® CONNECTORS IN LIEU OF INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) 1001 NAILS BEARING WALL (W/ AT 2X8 WALLS USE 5PH8 S 1 SCALE:NTS d� GRADE 40 GRADE (00 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE WALL. (REFER TO FND 4 IA B.. C.. D.."All THICKNESS) CALC5./5PEC5. 03 11/6 41/4 1 15 " 41/4 S 1/4 18 4 44 0 04.2-1/2" °'• 9 131/2 4q 2-.-11I/222 A. 311 / 55/6 121/2 A / "3J'I=.=e32 4 e 41. 25 33/411 1 151/2 I *6 33/4 4 °•. 4 •I 30 41/211 81/16 181/2 36 "1 43/8 S 13/16 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 42 "8 - REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE (00 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE WALL. (REFER TO FND 4 IA B.. C.. D.."All THICKNESS) CALC5./5PEC5. 03 11/6 41/4 1 15 2 1/4" 41/4 S 1/4 18 04 21/2 5 5/8 131/2 20 311 55/6 121/2 24 SCALE: NTS 31/8 1 113/4 25 33/411 1 151/2 30 *6 33/4 81/16 14 30 41/211 81/16 181/2 36 "1 43/8 S 13/16 1(01/2 35 5 1/41' 11 213/4 42 "8 - - - - 8" 1125 243/4 48 115 - - --11 - VI 12/06 28 54 "10 - - - - 1011 14.06 31 (00 4"CONC. SLAB. SEE NOTE: (SEE TRUSS SHEET - - 11" ISA& 341/4 66 INTO DBL TOP PLATE DIA- "RJ" BOLTS 4 / 0 / THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE UPLIFT) CONNECTORS IN LIEU OF CONNECTORS OR WLN WITHOUT WRITTEN APPROVAL OF VORTEX ENC>INEERING, LL(r,, OR ANY CONSTRUCTION Rebar Lap, Embedment & Hook Schedule WALL. (REFER TO FND 4 REVISIONS BY BRC INSULATION OR PER ENERGY THICKNESS) CALC5./5PEC5. 1 • � r CONT. 2X PT SOLE PLATE • II rtiV �'•'� w • o(„� h �i Q o 4"GONG, SLAB. . SEE PLAN ` o � 2x8, USE 51MP50N SPI'5 ONJII EACH SIDE OF STUD TO tYQc�Q ���pz_ BOLT W/ NUT WASHER (REFER TO S 1 EL V 0'-011 TOP OF SLAB 44111 �_�w Q SCALE: NTS - NOTE: mom, BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION FOOTING 5EE..:•: „a ": � ." ' . SEE FOUND. PLAN LU lu FOUNDATION PLAN FOR SIZES 4 MORE � REGARDLESS INFO. .:;',". CLEAN 4 COMPACTED SOIL. (95go MODIFIED PROCTOR PER ASTM D1551) SP2'5 ON EACH SIDE OF a5 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) K NOTE: STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. 5TUD TO TOP PLATE w/ STUD TO TOP PLATES. U.N.O." REINF. GROUT CELLS SOLIp 1/2" GYP, BOARD 110, 24"O.C. 2x& P.T. JAMB UPLIFT CONNECTOR --11 "AT 2x6 WALLS USE SPH& CONNECTORS IN LIEU OF (SEE PLAN FOR SIZE) SYP 2x4 MIN, PLANS, WALLS THAT SUPPORT 51MP50N 5PH4 w/ 12-1001 NAILS ENERGY SEE TRUSS SHEET FOR 48" O.C. OR EQUAL CALC5J5PEC5. SCALE NOSED •. CONT. 2X PT SOLE v 4"CONC. SLAB. SEE NOTE: (SEE TRUSS SHEET FOUND. PLAN FOR MORE INFO. 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS - 5TUD5 8 1&" O/C ROOF TRUSSES ADDITIONAL STRAPPING COLUMNS a d NOTWITHSTANDING MANUFACTURERS FOR SCHEDULE) FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CONNECTORS IN LIEU OF SIZES 4 MORE INFO, (S5% MODIFIED PROCTOR PER ASTM D1551) EITHER Garage Wall Section Non-Brn M . S-1 SCALE:NTS SPECIFICATIONS, JAMB SHALL BE 2x(o 6PH4 CONNECTORS SHOWN. DIRECTLY OR INDIRECTLY GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE IU SIMP50N 5PH4 W/02) 10d FOR WALLS LARGER THAN HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2 1 DIA. x 8 COMMON NAILS EA. STUD 2x8, USE 51MPBON BPI'S ON GARAGE TO HOUSE WALLS, AR�TTOBE INSULATE PER CALC5/SPECS 5TUD5 'a 1& O/C 1/2" DIA. x 811 TITEN HD 6 241' TRACK/BRACKET A.B. AT 24 O.C. STARTING 9 MAX. FROM THE SLAB, USE 2 DIA. WASHERS 1/2" GYP. BOARD I/2" GYP. BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 51MPSON INSULATE PER CALC5/5PEC5 BEARING WALL W/UPLIFT O.C. FOR A MAX. UPLIFT OF 1500 LBS. ON EACH TRUSS FASTEN PER MANUR SPECS. MIN. AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY # 2X B.Y.P. 1 STUDS I, III 5P2'B ON EACH 51DE OF STUD TO TOP PLATES. (U SIMPSON SPH4 w/ 12-10d NAILS EA. STUD (STRAP (SEE FOUNDATION PLAN OR TRU55 PAGE FOR LOCATION OR EXCEPTIONS) C Garage MANUFACTURER. THESE SPECIFICATIONS ARE MIN. STANDARDS, MORE STRINGENT Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE SECURE PLATE W/ 10" 1/2" DIA. "J" BOLTS 4 WASHERS'S 2'-011 D.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALCS./SPECS. U,N.O." NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S-1 SCALE:Nrs CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE .1,01-011 F-- 4.4 ° _ a4.' ` _ 0'-0" (1) SIMPSON 5PH4 W/(12) 106 _ PBL 5YP TOP PLATE - 411CONC. SLAB. SEE COMMON NAILS EA. STUD i - 1- 1 FOOTING SEE I I T. A° FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR FOUNDATION PLAN MASONRY ATTACHMENTS THAT - ` ' MORE INFO. FOUNDATION PLAN FOR 11' =I � �-� I (_` Il Il EL V m'-0" TOP OF SLAB SIZES 4 MORE INFO. FOR SIZES 4 MORE OCCUR A LINTEL USE 1/2 x & _ INFO. THREADED ROD SET IN SP4 TOP Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail 5IMP50N SET EPDXY. .. S-� S 1 SCALE: NTS: SCALE:NTS r' SEE FOUND. PLAN SCALE: NTS With U lift 2 X 5.Y.P. STUDS -8 111 O.C. - U.N.O. w FOOTING SEE ''. " Without Uplift p LU FOUNDATION PLAN FOR ' LOAD BEARING OR SIZES 4 MORE INFO. � CLEAN 4 COMPACTED 501L. SHINGLE /TILE ROOF - SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD rg5�o MODIFIED PROCTOR PER ASTM D1551) PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 � IN O.C. PER MANUFACTURERS SPECIIF�IICNAITFIONS, SEE 8 C. M. U. Gara a Wall Section Brn Wall CONTRACTOR O PROVIDE (TYP) ELEV. 10" x I/2" DIA. "J" DOCUMENTATION TO INSPECTOR 6 TIME OF R-38 INSULATION OR PER ENERGY CALC5. BOLTS 4 WASHERS 1" X P.T.STUD S1 W/ Uplift SCALE:NTS INSPECTION. IF SHINGLE 15 USED, 2'-0" O,C. (MAX) N "5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR CENTERED ON WALL CELL 905.2.1. META20 UNLESS NOTED OTHERWISE SEE TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x II FLOOR (4) 1001 NAILS BRNG WALL r• TITEN HD BRG� INTO PBL NOTE: ELEVATION VARIES REGARDLESS OF ANY OTHER NOTE, ALL TOP OF MASONRY SEE PLANPi SYP LUMBER TO BE 1 OR BETTER ,, TITEN HD 48 O.C. IF 2 X P.T. PLATE -- 5OFFIT/FA5CIA LE55 THAN S'-011 WALL 15 INTERIOR �,► DBL. TOP PLATE FROM PROPERTY LINE TO BRING WITHOUT 11 1/2" GYP. BOARD I/2 GYP, BD. CEILING COMPLY WITH FBCR 302.1, SEE UPLIFT. 24 O.C. IF TYP. SEE NOTE ON N -I ELEVATION PAGES FOR '+ EXTERIOR FINISH PAGE FOR GARAGE 50FFIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) g U ATE W 1 " 1 2 1/2" GYP, BOARD APPLICATION Ix2 PT NAILER 1/2" DRYWALL VERT. WALL REINF. / PZA EMBED AGI 5TD, HOOK IN BOND BM. 05 BAR CURTAIN NAILER PT ' Ix4 Q WINDOWS 4 S.G.D. WINDOW W/ SCREEN (WHERE APPLICABLE) 1x2 PT FIR STRIP a 24" O.C. Ix4 PT BASE NAILER —� 411CONC. SLAB, SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. �Tvaical Ext. Masonry Wall Section SCALE: NTS CAULKED JOINT W/_____// 3/8" \--VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR 51ZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail S 1 SCALE: N.T.S. VARIES SEE ROOF PLAN 811x811 K.O. CMU BOND BM. w/ I - S BAR CONT. (MIN LAP = 25") GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. 0"x811 PRECAST CONCRETE LINTEL 6 WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE PRECAST CONC BILL 05 BAR VERT. WALL REINF. CONT. ON AM. M ACI BT . TO DBE EMBED D HOOK &" IN BOND BEAM. GROUT CELLS SOLID. 8"x1611 C.M.U. PER ASTM C-90 (TYP.) -FM=1900 P.B.I. (MIN.) W/ TYPE M OR S MORTAR PER A5TM C-210 .._. _- IN5UL. PER CALC5. 4 SPECS ELEV 0'-0" TOP OF BLAB �5/8" CEMENTITIOUS FINISH PER FBCR 103.6 NOTE: SEE N -I FOR ADDITIONAL /ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK GIGUFRII a 777 - GRADE :. s ° q (1) SIMPSON 5PH4 >. qs y0• q O.' ' .. __ TYP. R e Q - Gd ° FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. TI I I-1 I I-1 I I-1 I ITI I I-1 I I�I I I-1 I I� I' NOTE: AT 2x& WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'S ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." 1/2" DIA x 611 TITEN HD 's 2411 O.C. REINFORCED CELL 51MP50N H3 Lu/,5-83d NAILS FASTEN TO TOP 4 BOTTOM PLATE PLUS HORIZ. BLOCKING 's 4811 O.C. 2x4 PT PLATE MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x &I' EMBEDMENT SIMPSON TITEN HD ANCHOR5 SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x &" EMBEDMENT 51MP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.G. IF RESISTING UPLIFT LOADS OR 3 1/11 EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY LOADS Wood Frame To Masonry Attachment Detail rng Wall Only SCALE:NTS 1011 MIN. EMBED ACI STD. KOOK IN `:: BOND BM. ` :y .y K.O. CMU BOND BEAM 'tea BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =#5 DOWEL5 5EE PLAN FOR LOCATION LAP 25" MIN. _EAN OUT EMBED ACI 0'-011 FINISHED STD. HOOK IN ° p' '• ,: FLOOR FOOTING •y ° 4. . FOOTING SEE FOUNDATION yq PLAN FOR SIZES 4 MORE INFO Masonry Wall Reinforced Cell Detail EMBED ACI STD. HOOK IN -- BOND BM. 8x8 K.O. CUM BOND BEAM w/ 1- *5 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ 1 05 BAR CONT. "5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS ' S DOWELS SEE PLAN FOR IT LOCATION LAP 25" MIN. EMBED ACI d CLEAN OUT 5TD. HOOK IN FOOTING J, 0'-0'I FINISHED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. •."4, 1, 4 "•, w •, q !, • .°. r !q• •',t4! 3i/Entry Detail 4 r7 .. wK.O. CMU BOND BEAM 0 05 BAR TRANSITION 4 STEEL ACI 5TD. HOOK (TYP) P asonryTransition Detail S-1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/50N] OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF ' USE 5IMP50N SEI HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDh' 5" 51MP50N SET EPDXY EXISTING MA50NI BOND BEAM OR BLAB SCALE:NTS "S BAR TRANSITION STEEL AGI 5TD. HOOK (TYP) WALL REINF. NOTE:MISSING OWI= 5: WHERE FOOTING DOWFL5 AREPLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 111 15 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCHORS: TRU55E5 WHICH RE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON HT5M1&, MAX. CAP 15 1175. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S 1 SCALE: NTS %R LS LAP I—CONT. MP3 2511 AP R Corner Conti nuit Detail S-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES DIA- "RJ" BOLTS 4 / 0 / THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY WASHERS 6 4'-0" O.C. WITHOUT WRITTEN APPROVAL OF VORTEX ENC>INEERING, LL(r,, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX (MAX.) CENTERED ON 2X S.Y.P. 01 STUDS III IO.C. PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE WALL. (REFER TO FND 4 REVISIONS BY FLR PLN FOR WALL INSULATION OR PER ENERGY THICKNESS) CALC5./5PEC5. • � r CONT. 2X PT SOLE PLATE • II rtiV �'•'� w • o(„� h �i Q o 4"GONG, SLAB. . SEE FOUND. PLAN ` o � FOR MORE INFO. tYQc�Q ���pz_ `, : •rj V O EL V 0'-011 TOP OF SLAB 44111 �_�w Q $ '� - oww MM mom, FOOTING 5EE..:•: „a ": � ." ' . SEE FOUND. PLAN LU lu FOUNDATION PLAN FOR SIZES 4 MORE � INFO. .:;',". CLEAN 4 COMPACTED SOIL. (95go MODIFIED PROCTOR PER ASTM D1551) Garage Wall Section Brng Wall K S-1 W/O Uplift SCALE: NTS 2X STUDS 1/2" GYP, BOARD 110, 24"O.C. SECURE PLATE W/ --11 HILTI CF62 POWDER INSULATION OR ACTUATED PINS 6PER ENERGY 48" O.C. OR EQUAL CALC5J5PEC5. SCALE NOSED DRAWN MK/1=0K CONT. 2X PT SOLE 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR MORE INFO. EL Y 0'-0" TOP OF SLAB FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO, (S5% MODIFIED PROCTOR PER ASTM D1551) Garage Wall Section Non-Brn M . S-1 SCALE:NTS 1011 MIN. EMBED ACI STD. KOOK IN `:: BOND BM. ` :y .y K.O. CMU BOND BEAM 'tea BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =#5 DOWEL5 5EE PLAN FOR LOCATION LAP 25" MIN. _EAN OUT EMBED ACI 0'-011 FINISHED STD. HOOK IN ° p' '• ,: FLOOR FOOTING •y ° 4. . FOOTING SEE FOUNDATION yq PLAN FOR SIZES 4 MORE INFO Masonry Wall Reinforced Cell Detail EMBED ACI STD. HOOK IN -- BOND BM. 8x8 K.O. CUM BOND BEAM w/ 1- *5 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/ 1 05 BAR CONT. "5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS ' S DOWELS SEE PLAN FOR IT LOCATION LAP 25" MIN. EMBED ACI d CLEAN OUT 5TD. HOOK IN FOOTING J, 0'-0'I FINISHED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. •."4, 1, 4 "•, w •, q !, • .°. r !q• •',t4! 3i/Entry Detail 4 r7 .. wK.O. CMU BOND BEAM 0 05 BAR TRANSITION 4 STEEL ACI 5TD. HOOK (TYP) P asonryTransition Detail S-1 SCALE: NTS CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/50N] OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF ' USE 5IMP50N SEI HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDh' 5" 51MP50N SET EPDXY EXISTING MA50NI BOND BEAM OR BLAB SCALE:NTS "S BAR TRANSITION STEEL AGI 5TD. HOOK (TYP) WALL REINF. NOTE:MISSING OWI= 5: WHERE FOOTING DOWFL5 AREPLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 111 15 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRU55 ANCHORS: TRU55E5 WHICH RE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON HT5M1&, MAX. CAP 15 1175. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S 1 SCALE: NTS %R LS LAP I—CONT. MP3 2511 AP R Corner Conti nuit Detail S-1 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, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENC>INEERING, LL(r,, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY °�.......�. / Bei • � r • II rtiV �'•'� w • o(„� h �i Q o . `e ` o � ¢ c) 5f f i L tYQc�Q ���pz_ `, : •rj V O 5 0 ( 8 C) �1 r �_�w Q $ '� 4 cy oww MM mom, --11 DATE a8-3¢J-li SCALE NOSED DRAWN MK/1=0K JOB - Sheet content: Structural Details Sheet number: 51 DORMER ROOF BY TRU55 MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING WITH 4-16D CDM TOENAILS 9 EACH END SIMPS EACH �RUSS IS � U II LSIMPSON LSTA12 -s EACH V STUD OR EQUIV, ROOF TRU55 BY ROOF TRUSS MANUF. YZ TYP. LOAD BEARING WALL CONST. 2"x4" 61 16" O.C. (SINGLE 50TT, PLT., DOUBLE TOP PLT.) rmer Knee Wall Attachment Detail SCALE: NTS 2x8 LEDGER W/ 2x8 LEDGER W/ 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" R.S. NAILS's PLYWOOD O R.S. NAILS 6 EACH STUDS FLOOR TRUSSES EACH STUDS HANGER To PRE ENG. WOOD BE SIMPSON FLOOR TRU55ES LA LSU, HANGER TO OR L55U PRE -ENG, BE SIMP50N PRE-ENGINEERED MIN. WOOD ROOF LU5, L5U, OR WOOD ROOF TRUSSES L55U MIN. TRUSSES INTERIOR .., AREA PLYWOOD TO 2x8 LEDGER W/ EXTEND TO 4-0.131 x 31/2" R.S. INTERIOR BOTTOM OF WALL NAILS 6 EACH AREA FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0,131 x 31/21' WITH TRU55 R.S. NAILS LAYOUT EACH STUDS LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRUSS T ical Ledger Detail S-2 SCALE: NTS SEE TRU55 SHEET 2x TOP PLATE SEE TRUSS SHEET SEE TRU55 [1116" MIN, APA DOUBLE TOP PLATE FOR STRAPPING CONT. FOR STRAPPING SHEET FOR RATED SHEATHING "MIN. STUD GRADE SYP) STRAPv)( L*UQ FASTEN EA. STUD NOTE: -(/16" MIN. A.P.A. TO TOP PLATE w/ :: :: :: "AT 2x6 WALLS USE RATED SHTG. - TO TOP SP2 w/ PRE-ENGINEERED PRE-ENGINEERED (12) NAILS FULL DEPTH BLOCKING PANEL EDGES W/ (3) 16d TOENAILS EA. END 5IMP50N BPI w/ 10-I0d NAILS EA. STUD FOR STUDS BELOW HDR. (2) 5IMP50N 5P4 w/ 6-10dx1 1/2 NAILS EA. STUD 11 II INSTALL I/2 X 6 TITEN Hp BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY THREADED ROD 2X 16" O.C. 1/2" x 5" EMBED 1/2" x 8" ROOF TRUSS. 1/2" x 5" EMBED IN LIEU OF SPH4 5/8" x 6" IN SIMPSON BET 5/8" XV, 5/8" x 8" 5/8" x 5" EMBED 0. -b WINDOW THROUGH EPDXY tv 2'-0" J 2x BOTT. PLATE GELLING BOARD PER BUCK TO CMU/ WOOD O.G. (MAX) 2X TO 2X WALLS USE 5PH8 WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ARCH. PLANS GOVT. CENTERED ON IF— UJALL, CMU WALL- SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM B $.2 SCALE:NTS MORE INFO. PLATE - ATTACH TO 2X BUCK. 2X BEARING WALL W/ RELATIVE TO NUMBER OF REQUIRED STUDS* 16" O.C. LINTEL. SEE NOTE: i x/16 APA RATED--''' 3-0.131 x 31/2" R.S. PRE -ENGINEERS FLOOR TRUSS SPECS GIVEN IN TH15 DETAIL. 2X TO 2X WOOD SHEATHING TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 2x(o SOLID BLOCKING W/ 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS INSTALL I/2 X 6 TITEN Hp BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY THREADED ROD 2X 16" O.C. 1/2" x 5" EMBED 1/2" x 8" ROOF TRUSS. 1/2" x 5" EMBED IN LIEU OF SPH4 5/8" x 6" IN SIMPSON BET 5/8" XV, 5/8" x 8" 5/8" x 5" EMBED 0. -b WINDOW THROUGH EPDXY tv 2'-0" J 2x BOTT. PLATE GELLING BOARD PER BUCK TO CMU/ WOOD O.G. (MAX) 2X TO 2X WALLS USE 5PH8 WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ARCH. PLANS GOVT. CENTERED ON IF— UJALL, CMU WALL- SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM B $.2 SCALE:NTS MORE INFO. PLATE - ATTACH TO 2X BUCK. 2X BEARING WALL W/ RELATIVE TO NUMBER OF REQUIRED STUDS* 16" O.C. LINTEL. SEE NOTE: LIEU OF 6PH4 x/16 APA RATED--''' 3-0.131 x 31/2" R.S. PRE -ENGINEERS FLOOR TRUSS SPECS GIVEN IN TH15 DETAIL. 2X TO 2X WOOD SHEATHING TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 2x(o SOLID BLOCKING W/ 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS MANUFACTURER 3-0.131 x 31/2" TOENAILS 0 IF 2X ATTACH TO CMU. W/ 1/4"x 3" TAPCONS 6 Floor Truss To Girder Connection SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN EA. ENE) K $ 2 FOR MORE INFO. 2x8, USE SIMPSON BPl'S ON 2 X 4 RIBBON 16d 6 O.C. JOB SCALE: NTS EACH SIDE OF STUD TO ATTACHED TO EACH Atl MIN, 1-1/4" EMBEDMENT. BOTTOM PLATE 4 SIMPSON WINDOW/6HEATH4ING ATTACHMENT -a FLOOR JOIST WITH 3-0.131 Zz LARGER THAN 2x8, PROHIBITS 2X THICKNE55 6 CENTER OF x 31/2" NAILS 1/4"X 31/2"' SIMPSON 0516 EA. STUD CMU/WOOD FRAMING, WITH OR WITHOUT IX NOTE: TO BASS OF 2X4 EDGES OF OPENING, ALL TAPCON5 TO HAVE RIBBON BELOW 5E0 HSTA2A20 MASONRY SCREW REFER TO TYPICAL 2-5TORY WALL "TYPICAL AT ON EACH SIDE OF SECTION FOR INFORMATION NOT CMU WALL SHOWN 61 8" O.G. Cantilevered Floor Truss Over Wall ALL LOAD 2X4 RAT RUN BRACING 6 4 O.C. ON TOP c BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W1 3-0.131 x 31/2' R.5. ' EA. TRL JOINT MASONRY W SCALE:NTS 2X4 CRO55 ------- BRACING -- -- BRACING s 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES -� 2X4 BLOCKING 24" 0/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA. ENID 1/2" HIGH STRENGTH OR 5/8" GYP. -ZETA 12 -8 24"O.C. 2x FRAME WALL Ext. Wall Con. a Non -Load Brng. Location SCALE:NTS 5PH6 CONNECTORS TITEN Hp BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY ROOF TRUSS. 2X 16" O.C. 1/2" x 5" EMBED 1/2" x 8" ROOF TRUSS. 1/2" x 5" EMBED IN LIEU OF SPH4 5/8" x 6" a 5/8" XV, 5/8" x 8" 5/8" x 5" EMBED 0. -b WINDOW THROUGH CONNECTORS SHOWN. AT 2x8 J 2x BOTT. PLATE GELLING BOARD PER BUCK TO CMU/ WOOD PRECAST 2X TO 2X WALLS USE 5PH8 WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ARCH. PLANS GOVT. WINDOW ATTACHMENT POINTS TO 2X CONCRETE MEMBERS OR DIRECTLY TO CMU/WOOD CONNECTORS IN FRAMING ONLY. NUMBER OF DIAD. MEMBERS ATTACH TO 2X BUCK. RELATIVE TO NUMBER OF REQUIRED HTSI6 W/ 16-10d LINTEL. SEE NOTE: LIEU OF 6PH4 EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE 5PH6 SPECS GIVEN IN TH15 DETAIL. 2X TO 2X BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 FLOOR PLAN 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS MANUFACTURER CON NECTOR5 IN LIEU OF IF 2X ATTACH TO CMU. W/ 1/4"x 3" TAPCONS 6 Floor Truss To Girder Connection SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6" A K $ 2 FOR MORE INFO. 2x8, USE SIMPSON BPl'S ON SHOWN. FOR WALLS 16d 6 O.C. JOB SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) Atl MIN, 1-1/4" EMBEDMENT. BOTTOM PLATE 4 SIMPSON WINDOW/6HEATH4ING ATTACHMENT -a LARGER THAN 2x8, PROHIBITS 2X THICKNE55 6 CENTER OF STUD TO TOP PLATES. 1/4"X 31/2"' U.N.O." CMU/WOOD FRAMING, WITH OR WITHOUT IX NOTE: USE 5IMP50N 5PI'S EDGES OF OPENING, ALL TAPCON5 TO HAVE MASONRY SCREW "TYPICAL AT ON EACH SIDE OF POCKET 61 8" O.G. ALL LOAD STUD TO BOTTOM SLIDING BEARING SYP. PLATE 4 51MP50N DOOR. PRECAST 0,131 x 31/2":7/ 1/2" COMPONENTS, #1 5P2'5 ON EACH CONCRETE -0 4" Q.C. GRADE SHALL SIDE OF STUD TO LINTEL. SEE BE USED FOR TOP PLATES. U.N.O." FLOOR PLAN POCKET 2x4. FOR 2x FOR MORE INFO. SLIDING DEPTHS DOOR. GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x FOOTING SEE FOOTING SEE MATERIAL MAY FOUNDATION FOUNDATION BE 02 GRADE. PLAN FOR 4"GONG. SLAB, PLAN FOR U.N.O." 51ZES 4 MORE SEE FOUND, SIZES 4 MORE 4"GONG. SLAB. INFO. PLAN INFO, SEE FOUND. PAVERS OR PAVERS OR PLAN 4" CONC, 4" CONC. SLAB ° SLAB d ° 14 ° ° e l E -ENGINEERED d FLOOR TRU55 41, CMU Lintel Pkt. Slider Detail r, Wood Frame Pkt. Slider Detail 5.2 SCALE:NTS $-2 SCALE:NTS SEE FLR PLN FOR HDR. SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-1fOd 4 WHERE THE HEADER ISNOT FULL 5'-0" (1) SIMPSON 0516 OR (1) NAILS EACH" O.C. (CANWIDTH OF THE WALL, ADD 2x PAD M6TA24 w/ 22-106 NAILS - CENTER ON HEADER U.N.O. NOT OVER BLOCKING 0 16 O.C. RIPPED DOWN SUFFICIENT TO FLUSH THE HEADER TO --SIMPSON H7516 FA, TRUSS NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF — TYP. LOAD STUDS) (U.N.0) THE SPH CONNECTORS ABOVE THE HEADER, 4 FOR THE PROPER - BEARING WALL rd INSTALLATION OF THE CRIPPLE UINPLIFi STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER LIEU OF SPH4, AT 2x8 WALLS USE 5PH8 5'-O" USE (2) SIMPSON CSI6IN LIEU OF 6PH4, FOR WIDER WALLS USE OR (2) M5TA24 (UND) 5IMP50N 0516 IN AN SPH ION.2ATTACH CONFIGURATION. O(N3F1 D BLOCKING 2x KING STUD GUR3AX TO MIN. UN.O." AL F R <IN. 5 4 CRiIf� WHEN NECESSARY TO MAINTAIN PROPER 7EPC€� ION """'- CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN 0 AT OPENINGS UP TO 3'-6" (U TO UPSET THE HEADER SUCH THAT ONE BRACING -s 48" CRIPPLE 4 (l) KING IS REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.G. ON TOP EACH SIDE OF THE HEADER. SHEATHING � 3'• ELIMINATED TO MAINTAIN THE FULL OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN O.G. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 REQUIRED ON EACH SIDE OF THE SET. IT 15 NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER TRUSS SPANS HEADER WITHOUT WRITTEN PERM1551ON FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE IS 2-166 6 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE 6PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRUSS CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL. HEADER — 5IMP50N A34 TON SECOND FLOG FOR U 1) OPENINGS UNDERONLY (l) SIMPSON CONNECTOR Wl4-86 X 1 1/2" (ON CONC. SLAB) 5IMP5ON HTT4 C516 SPAN FLOOR Y . TO BLOCKING/RUNNERS BELOW INTO BLOCKING W/ (l) 5/8"x8" ATR IN SIMPSON, SET 4 4-66 X 1 1/2" EPDXY 4 (15) 16d NAILS TON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OVER5'-(0" ONLY (1) 6IMP50N HTT4 W/ (1) /S T READ ROD SET IN WALLS WITH MAY BE UPLIFT, STRAPPING M SIMPSON SET EPDXY 4 (18) I6d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED BLOCK SET OR 8IMP5ON MSTCM60 IF FILLED DELL OCCURS BELOW Typ. Header Detail J S 2 SCALE:NTS 16" O.C. 6IMP50N 5PH4--\ EA, STUD PRE-ENGINEERED FLOOR JOIST 7/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ - 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MAS. OPENINGS. 2X MEMBERS ATTACHED W/SIMPSON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. CMU WALL BELOW 2x8 PT VERTICAL (ABV.) Q WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 6 24" O.C. TYP. Ix4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. 5PEC5. SIMPSON C516 -S CORNER 6 16" O.C. KA I HORIZONTALLY TYPICAL PLAN VIEW PRF -ENGINEERED WOOD TRU55 1/2" GYP, BOARD--� 2x8 PT MIN, FRAMING FROM TRU55 6 16" O.C. CONT. TO TOP CORD (3) 0.131 x 3 1/2" COMMON TRUSS CHORDS INSTALL GLA55 PER - MANUFACTURER CAULK UNDER FRAME CONC.5ILL 4" CONC SLAB CMU WALL BELOW "*�TOP CHORD 2x4 FRAMING (RAT RUNS) 5PAN FROM TRUSS TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM O- TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS EA, CONNECTION APA RATED SHEATHING NAIL PER SCHEDULE "O" IN5UL. PER CALCS. 4 SPECS \`-51=1 EACH STUD I 2x8 PT L 1x6 HEAD I BLOCK WALL BEYOND I K.O. w/ 1 -IS CONT. 5/8" CEMENTITIOU5 FIN15H PER FBCR 703.6 S 6 CORNERS 4 48" O.C. MAX, FOOTING SEE FOUNDATION PLAN °` d ^ d FOR 51ZE5 4 MORE a 44 INFO. ZNon-Brng. Mitered Glass Framing Detail $-2 J SCALE:NTS ''J'' 5OLT IREFLrACEI FENT C+ APRT: • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORREE5PONDING BOLTS. THE REVERSE: IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE 5TREENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OP "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEEDEENCEE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN Hp BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" IF IX THEN ATTACH 1/2" x 5" EMBED x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" XV, 5/8" x 8" 5/8" x 5" EMBED 0. -b WINDOW THROUGH L _J J GELLING BOARD PER BUCK TO CMU/ WOOD �4 5IMP50N A35 ALL 2X TO 2X CONNECTION POINTS. //jo WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ARCH. PLANS FRAMING. IF 2X THEN WINDOW ATTACHMENT POINTS TO 2X ii MEMBERS OR DIRECTLY TO CMU/WOOD -.071 FRAMING ONLY. NUMBER OF DIAD. MEMBERS ATTACH TO 2X BUCK. RELATIVE TO NUMBER OF REQUIRED HTSI6 W/ 16-10d 2X4 BLOCKING w/ NOTE: PER MANUFACTURER'S EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE 5PH6 SPECS GIVEN IN TH15 DETAIL. 2X TO 2X BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS RELATIVE TO NUMBER OF REQUIRED MANUFACTURER CON NECTOR5 IN LIEU OF IF 2X ATTACH TO CMU. W/ 1/4"x 3" TAPCONS 6 Floor Truss To Girder Connection SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6" A K $ 2 PROHIBITS 2X THICKNE55 Q CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X 2x8, USE SIMPSON BPl'S ON FROM END BUCK. (TYP. ALL 2X WINDOW BUCK, WITH 2X BUCK 6 EACH SIDE TO JOB SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) OPENING VARIATIONS. MIN. 2X BUCK FOR MIN, 1-1/4" EMBEDMENT. BOTTOM PLATE 4 SIMPSON WINDOW/6HEATH4ING ATTACHMENT -a SP2'S ON EACH SIDE OF PROHIBITS 2X THICKNE55 6 CENTER OF STUD TO TOP PLATES. ARCH, USE DIRECT ATTACHMENT TO U.N.O." CMU/WOOD FRAMING, WITH OR WITHOUT IX CMU WALL BELOW 2x8 PT VERTICAL (ABV.) Q WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT 6 24" O.C. TYP. Ix4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. 5PEC5. SIMPSON C516 -S CORNER 6 16" O.C. KA I HORIZONTALLY TYPICAL PLAN VIEW PRF -ENGINEERED WOOD TRU55 1/2" GYP, BOARD--� 2x8 PT MIN, FRAMING FROM TRU55 6 16" O.C. CONT. TO TOP CORD (3) 0.131 x 3 1/2" COMMON TRUSS CHORDS INSTALL GLA55 PER - MANUFACTURER CAULK UNDER FRAME CONC.5ILL 4" CONC SLAB CMU WALL BELOW "*�TOP CHORD 2x4 FRAMING (RAT RUNS) 5PAN FROM TRUSS TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM O- TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS EA, CONNECTION APA RATED SHEATHING NAIL PER SCHEDULE "O" IN5UL. PER CALCS. 4 SPECS \`-51=1 EACH STUD I 2x8 PT L 1x6 HEAD I BLOCK WALL BEYOND I K.O. w/ 1 -IS CONT. 5/8" CEMENTITIOU5 FIN15H PER FBCR 703.6 S 6 CORNERS 4 48" O.C. MAX, FOOTING SEE FOUNDATION PLAN °` d ^ d FOR 51ZE5 4 MORE a 44 INFO. ZNon-Brng. Mitered Glass Framing Detail $-2 J SCALE:NTS ''J'' 5OLT IREFLrACEI FENT C+ APRT: • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORREE5PONDING BOLTS. THE REVERSE: IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE 5TREENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OP "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEEDEENCEE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN WRITING. "J" BOLTS TITEN Hp BOLTS THREADED ROD SET IN 5IMP50N SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" XV, 5/8" x 8" 5/8" x 5" EMBED General Irregular Window Attachment 2X BUCKS ATTACHED W1_ 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MAS. OPENINGS. 2X MEMBERS ATTACHE W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. 5IMP50N A35 NAILED TO 2X OR BMS TO MULLION BY MANUFACTURER. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING, IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 6 12" O.C. W/MAX, 6" FROM END OF BUCK., (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) SCALE:NTS HIGH WIND THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC„ AND SHALL BE F- r RING SHANK 1/16" 4" 6" 6" F_ 4" 6" FL R 0.131 x " COMMON COMMON 3/4" T.G. 6" "Q ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) BY et%I I I it s 0. -b L _J J t -� ii °° O F- �4 5IMP50N A35 ALL 2X TO 2X CONNECTION POINTS. //jo WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X ii MEMBERS OR DIRECTLY TO CMU/WOOD -.071 FRAMING ONLY. NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X WINDOW ATTACHMENT PER MANUFACTURER'S BUCKS TO BE ATTACHED TO CMU PER WINDOW ATTACHMENT POINTS TO 2X SPECS GIVEN IN TH15 DETAIL. 2X TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD ATTACHMENT TO BE 5IMP50N A35. KNEE FRAMING ONLY, NUMBER OF DIAD, MEMBERS WALL ABOVE ARCH NECESSARY ONLY PER RELATIVE TO NUMBER OF REQUIRED OPENING VARIATIONS. MIN. 2X BUCK FOR ATTACHMENT POINTS PER MANUFACTURER. 2X WINDOW/SHEATHING ATTACHMENT BUCKS TO BE ATTACHED TO CMU PER TOP/SIDE5 OF ARCH OPENING. IF ARCH TOP SPECS GIVEN IN TH15 DETAIL, 2X TO 2X PROHIBITS 2X THICKNE55 Q CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X DATE 00-30-17 ATTACHMENT TO BE SIMPSON A35. KNEE BUCK, WITH 2X BUCK 6 EACH SIDE TO JOB WALL ABOVE ARCH NECESSARY ONLY PER EDGES OF OPENING. ALL TAPCON5 TO HAVE OPENING VARIATIONS. MIN. 2X BUCK FOR MIN, 1-1/4" EMBEDMENT. WINDOW/6HEATH4ING ATTACHMENT -a General Irregular Window Attachment 2X BUCKS ATTACHED W1_ 1/4"x 3" TAPCON5 6 12" O.C. WITH MAX. 6" FROM END OF MEMBER 6 MAS. OPENINGS. 2X MEMBERS ATTACHE W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. 5IMP50N A35 NAILED TO 2X OR BMS TO MULLION BY MANUFACTURER. IF 1X THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING, IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPCON5 6 12" O.C. W/MAX, 6" FROM END OF BUCK., (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) SCALE:NTS --SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. -FRAMING ABOVE/BEBIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURERS SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 s EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN l2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. rN Irreaularity Width Less Than Window Width Attachment EDGES -� (SEAMS OF SHEATHING) BLOCKING SEAM FOR WALL, PANEL SHEATHING CLIP FOR ROOFS TONGUE 8 GROOVE FOR FLOORS FIELD TVDICAL NAILING SCHEDULE HIGH WIND THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC„ AND SHALL BE NAIL 5HEATHIRG BOUN ARY EDGE I FIELD RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMONCOMMON 7/16" 3" 4" 6" FL R 0.131 x " COMMON COMMON 3/4" T.G. 6" // ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) BY et%I I I it s 0. -b J t -� ii °° O LU 4 _2� �V° P-1 a`� ° ��e o LU O Q 3 z Qmay- -- N G° w 4� �S) �r 5IMP50N A35 NAN ii ALL 2X TO 2X -.071 CONNECTION POINTS, �rrr■r■■ WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY, NUMBER OF DIAD, MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL, 2X TO 2X 0 DATE 00-30-17 ATTACHMENT TO BE SIMPSON A35. KNEE DRAWN MK/1=©K JOB WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/6HEATH4ING ATTACHMENT -a TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK s EACH SIDE TO EDGES OF OPENING, ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. --SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. -FRAMING ABOVE/BEBIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURERS SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 s EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN l2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. rN Irreaularity Width Less Than Window Width Attachment EDGES -� (SEAMS OF SHEATHING) BLOCKING SEAM FOR WALL, PANEL SHEATHING CLIP FOR ROOFS TONGUE 8 GROOVE FOR FLOORS FIELD TVDICAL NAILING SCHEDULE HIGH WIND THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC„ AND SHALL BE NAIL 5HEATHIRG BOUN ARY EDGE I FIELD RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMONCOMMON 7/16" 3" 4" 6" FL R 0.131 x " COMMON COMMON 3/4" T.G. 6" 6" 1 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) BY FIELD SCALE:NTS EDGE BOUNDARY NAILING FOR WALL, DASHED L INE INDICATES TOP PLATE OF WALL GABLE END TRUSS TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.G. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP. 6 12" OR LESS USE LUMBER ONLY BLOCKING 2`x4'' PLATW16E OR EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCT5 FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE R02,3.5 IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND 5ECTION 25,x(5B.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S SPECIFICATIONS IF MORE 5TRINGENT, UNLE56 NOTED OTHERW15E WITHIN THE PLAN5 SET. ro-"Jypical Nailing Schedules Floor, Roof, Wall $-2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN91ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC„ AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY et%I I I it s 0. -b *#/vcf we,:"® t -� ii °° O LU 4 _2� �V° P-1 a`� ° ��e o LU O Q 3 z Qmay- -- N G° w 4� �S) M ii -.071 �rrr■r■■ 0 DATE 00-30-17 SCALE N0rE4;l DRAWN MK/1=©K JOB Sheet content: Structural Details Sheet number: 52 r, t- I,- It PER JOINT BRACING A Truss Bracing OverlapDetail $_3 SCALE: NTS DBL TOP PLATE WALL SHEATHING - NAILED PER 'O'/S-2 0'-0" M/N, PRE -ENCS WOOD TRU55 (T`A'E') APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 w - SECURE RIDGE BEAM TO CLEAT W/ DBL 2X4 (1) 6IMP50N (4) 1&d TOENAILS EACH SIDE APA RATED SHEATHING. PLATE CONT. 2x4 COLLAR TIE MID -HEIGHT 6 SEE NAILING SCHEDULE STUDS BELOW STRAP 48" O.G. Z5ROL U.N.O." END (U.N.O.) 55 2x4 BLOCKING (1) SIMPSON L5TA12 1/2" CEILING GYP BD W/ 5d HT520 32" TTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.G. OR (1) SIMP50N LTAI CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 46" O.C. ATTACHED TRUSSES 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD M EACH END, 6 (0" O.C. MASONRY WALL) OF GABLE 4'-0" UNO. CONTINUOUS 2x4 BLOCKING ATTACHED 1/2" GYP BD 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE G 24" O.C. MAX. SECTION 51ZE SHALL NOTE: CROSS BRACING 4 8" MASONRY WALL—""ALL BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: EACH END (U,N.O.) BLOCKING TO BE 111/(1) "5 REBAR CONT. IN KNOCKOUT ° FLAT OR CATHEDRAL REPEALED 48" O.C. TYP. COURSE V-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall Expanded Blocking Information Diagram S_3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. CHIMNEY S-3 SCALE: NTS 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. It SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE 5IMP50N M5TA24 TENSION STRAPS 6 EACH TRU55 U51NG (14) IOd NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING G EACH SIDE OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT E WRAP TO TOP CHORD USING 5IMP50N HT520 W/ ( 20) IOd NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) IOd NAILS FOR 2x6 MAX RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 " RAFTERS W/ SPANS LESS THAN 4'-0 RE-ENGINEERED SHALL BE TOB -NAILED TD CLEAT W/ (8) lOd NAILS. APA RATED 5HEATHING. a TRUSSES 6 24" O.C. 55B NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM USING SIMP50N L85U210 SLOPING HANGER W/ (10) 106 TABLE FOR ATTACHMENT. O.C.NAILS INTO RIDGE BEAM 8 (1) 106 x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (S) IOd d (6) 10d UNO /2" CEILING GYP R RESPECTIVELY FOR 2x10 RAFTERS. USE L55U2& W/ (10) lOd E (5) 10d x 1 1/2" FOR 2x8 COOLER NAILS 7" O.EQUAL, RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (l) SIMPSON L5TAI2 ft FROM MASONRY WALL) BEAM W/ (8) 106 NAILS. SCRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF MSTA24 STRAPS, SECURE BLOCKING W/ (3) I&d TOENAILS AT SEE FLOOR PLAN FOR (1) 5IMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, LENGTH 4 WIDTH BOTTOM CHORD OF BLOCKING UNO. FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail 0.131 x 3 1/2" R.S. NAILS -a 12" FLAT OR CATHEDRAL S_3 SCALE: NTS O.C. ALL-AROUND 8" MASONRY WALL W/(1) 05 1/2" GYP BD REBAR CONT, IN N4NOTE: CROSS BRACING KNOCKOUT COURSE INSTALL SIMPSON LU524 I I 1 «- A-1 1 A I 1 . r- &I I w - SECURE RIDGE BEAM TO CLEAT W/ DBL 2X4 (1) 6IMP50N (4) 1&d TOENAILS EACH SIDE APA RATED SHEATHING. PLATE CONT. 2x4 COLLAR TIE MID -HEIGHT 6 SEE NAILING SCHEDULE STUDS BELOW 4 RAFTER PROVIDE (5) 16d NAILS EA TABLE FOR ATTACHMENT. U.N.O." END (U.N.O.) >: :. CONTINUE SHEATHING BELOW BAY OR & ft FROM MA50NRY WALL) HT520 32" CONVENTIONAL FRMG 6 ATTACHED 2x6 SOLE PLATE- 2x4 "T" BRACEPREFAB STRUCTURES WHICH ARE ONLY A ROOF ELEMENT OR L6TA12 ROOF PARTIALLY ENCLOSED SUCH AS TRUSSES ENTRYWAY5 A PORCHES (HT5/MT5) MAY BE 24" O.C. M V k /1 m PLUMB TO ALLOW NOTES' 4'-0" 4'-0" 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE G 24" O.C. MAX. SECTION 51ZE SHALL w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: EACH END (U,N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0" ---- 2X4 12'-0" TO 15'-0" ---- 2XIO NEEDED TH15 STUD. OR 8 FEET FROM MA50NRY WALL) 4'-0" t0 V-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 V-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2, RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) S_3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A "2 SOUTHERN YELLOW PINE 2x10. It SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE 5IMP50N M5TA24 TENSION STRAPS 6 EACH TRU55 U51NG (14) IOd NAILS. INSTALL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING G EACH SIDE OF TRU55 4 THREADING SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT E WRAP TO TOP CHORD USING 5IMP50N HT520 W/ ( 20) IOd NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) IOd NAILS FOR 2x6 MAX RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 " RAFTERS W/ SPANS LESS THAN 4'-0 RE-ENGINEERED SHALL BE TOB -NAILED TD CLEAT W/ (8) lOd NAILS. APA RATED 5HEATHING. a TRUSSES 6 24" O.C. 55B NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM USING SIMP50N L85U210 SLOPING HANGER W/ (10) 106 TABLE FOR ATTACHMENT. O.C.NAILS INTO RIDGE BEAM 8 (1) 106 x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (S) IOd d (6) 10d UNO /2" CEILING GYP R RESPECTIVELY FOR 2x10 RAFTERS. USE L55U2& W/ (10) lOd E (5) 10d x 1 1/2" FOR 2x8 COOLER NAILS 7" O.EQUAL, RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 10d x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (l) SIMPSON L5TAI2 ft FROM MASONRY WALL) BEAM W/ (8) 106 NAILS. SCRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF MSTA24 STRAPS, SECURE BLOCKING W/ (3) I&d TOENAILS AT SEE FLOOR PLAN FOR (1) 5IMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, LENGTH 4 WIDTH BOTTOM CHORD OF BLOCKING UNO. FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail 0.131 x 3 1/2" R.S. NAILS -a 12" FLAT OR CATHEDRAL S_3 SCALE: NTS O.C. ALL-AROUND 8" MASONRY WALL W/(1) 05 1/2" GYP BD REBAR CONT, IN N4NOTE: CROSS BRACING KNOCKOUT COURSE INSTALL SIMPSON LU524 I I 1 «- A-1 1 A I 1 . r- &I I 2x4 WD CONST, w V-0" DBL 2X4 (1) 6IMP50N FLASHING ALL-AROUND 1/2" CEILING GYP BD W/ PLATE CONT. w In STUDS BELOW 6 8'-0" (MAX.) SADDLE U.N.O." TOENAILS EACH W/ SIMPSON >: END, UNO. BAY OR & ft FROM MA50NRY WALL) HT520 32" w 2x6 SOLE PLATE- O C OR 11-516 2x4 WD CONST, w V-0" t0 ALIGNING (1) 6IMP50N FLASHING ALL-AROUND 1/2" CEILING GYP BD W/ 0 1&" O.C. w In STUDS BELOW 0.131 x 3 1/2" R.S. SADDLE U.N.O." TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR & ft FROM MA50NRY WALL) ATTACHED TO BOTTOM CHORD OF .• 1/2 GYP BD FLAT OR CATHEDRAL 2x6 SOLE PLATE- A ROOF ELEMENT ,..�. CUT OUTSIDE EDGE 0 ISM P 8" MASONRY WALL (HT5/MT5) MAY BE ALL BLOCKING TO BE M V k /1 m PLUMB TO ALLOW Z NAILED TO TRUSS 4 STUD REPEATED 48" O.C. TYP. ONTINUOU5 PERMANENT LATERAL 50LID CONNECTION C5 16 TOP BRACE (CLB) NEEDED TH15 STUD. w/ 5HEATHING FASTEN CHORD t0 TO ROOF 5HEATHING CHIMNEY / BLOCKING w 1/4" x EA. 5" WOOD SCREWS 6 4" CORNER O.G. ALL-AROUND SCALE NOTED DRAWN MK/POK TOP CHORD ENG. TRUSSES -8 24: O.C. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 31/2" NAILS EACH END Fireplace Chase Detail B $-3 SCALE: NTS RATED SHEATHING. SEE NAILING BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING [APA U.N.O. 1'-0• MAX APA RATED PRE-ENGINEERED SHEATHING, SEE TRUSSES 6 24" NAILING 5CHEDULE D.C. TABLE FOR o ATTACHMENT. U.N.O. SEB DETAIL A ON TH15 SHEET DROPPED (TYP) GABLE END FOR OUTRIGGER J. V-0" 2x4 s 16" o.c. (1) 6IMP50N 2x4 BLOCKING 1/2" CEILING GYP BD W/ L5TAI2 STRAP '.z ATTACHED W/ (2) 56 COOLER NAILS 7" 48" O.C. 0.131 x 3 1/2" R.S. D.C. OR EQUAL, U.N.O." TOENAILS EACH DIAPHRAGM AREA (4 HETA 20 6 48" O.C. END, UNO. BAY OR & ft FROM MA50NRY WALL) ATTACHED TO BOTTOM CHORD OF .• 1/2 GYP BD FLAT OR CATHEDRAL GABLE STRAP TYPE CONNECTOR ,..�. NOTE: CRO55 BRACING 8 0 ISM P 8" MASONRY WALL (HT5/MT5) MAY BE ALL BLOCKING TO BE M V k /1 m UVI) 05 REBAR CONT. IN KNOCKOUT COURSE Z NAILED TO TRUSS 4 STUD REPEATED 48" O.C. TYP. Gable Section - For Gable Less Than S 3 4'-0" H ig h SCALE: NTS ALL BLOCKING TO BE KNEEWALL MIN, EA. 51DE OF THE REPEATED 48" O.G. TYP. STUDS MIN. CEILING JOISTS. JOISTS 16" O.C. TO BE PER NOTE 01 G TYP. Masonry Gable End $.$ SCALE: NTS SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE FRAME SCHEDULE CABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. OF CEILING WITH ATTACHMENTS 4-0.131 x 31/2" NAILS 0.131 X 3" COMMON SEB TABLE FOR NAILING 4-0.131 x r a 16" O.C. SCHEDULE 6 SPLICE 3 1/2" COM. / DOUBLE TOP 4-0.131 x 3" PLATE COMMON a 3-0.131 x 3" COMMON 0.1 DOUBLE STUD aaa EA. SIDE OF JOINT 0.131 x 3 TSTUDS a 16" O.C. 1/2" COM,'01/_11o.c. PT BOTT. PLATE 2-0.131 X 3 1/2" COM. 2-0.131 x L4-0.131 x 3 COM. COMMON / SEE CABLE BELOW 2C ,131 X3,1 / DOUBLE 5TUD CONDITION FOR LAP5PLICE TOP PLATE P,45TENER5 / FLOOR PLAN FOR PRE-ENGINEERED 51ZING OF STUDS TRUSSES a 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING Q ALL (1) SIMP50N HILA OR HT51& SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE. CROSS BRACING 4 ALL BLOCKING t0 BE H TYP. Frame WaII Gable End REPEATED 48" O,C. TYP. S91 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB -91) UNBRACB WALL HEIGHT 2 SYP " V-0" 2x4 s 16" o.c. 2x4 DIAGONAL TO EA. STUD ALL AROUND PERIMETER. 9'-0" 2x4 6 16" o.c. 9'-4" 2x4 .9 16" o.c. APA RATED 1'-0" SHEATHING, SEE M,4X NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) 5IMP50N LSTA12 EACH END OF L BRACE 2x6 16" oz. CLB Diagonal Brace @ 20' Max Intervals Detail S-3 SCALE: NTS U.N.O." 3 1 2a NAILDSW/(4) 0.131 x INTERSECTING BLOCKING 1/2" CEILING GYP BD W/ 56 COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MA50NRY WALL) NOTES 1. ALL CEILING FRAME t0 BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR 5HEATHING ATTACHMENT. M T .Frame Down CI Entry 3. WHEN INSTALLING SIMPSON PRODUCTS REFER S 3 SCALE: NTS TO 51MP50N'S INSTRUCTIONS $ SPECIFICATIONS. VERTICAL ALIGNED SIMPSON TWI5T. a .©.. 30 STRAP TYPE CONNECTOR 2x4, 2x6, OR 2x8 SYP "1 6 16" OC SEE 11110111M 0 ISM P o (Y Q (HT5/MT5) MAY BE ^y M V k /1 m N nr NAILED TO TRUSS 4 STUD FLOOR PLAN FOR PRE-ENGINEERED 51ZING OF STUDS TRUSSES a 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING Q ALL (1) SIMP50N HILA OR HT51& SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE. CROSS BRACING 4 ALL BLOCKING t0 BE H TYP. Frame WaII Gable End REPEATED 48" O,C. TYP. S91 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB -91) UNBRACB WALL HEIGHT 2 SYP " V-0" 2x4 s 16" o.c. V-8" 2x4 6 16" oz. 9'-0" 2x4 6 16" o.c. 9'-4" 2x4 .9 16" o.c. 10'-0" 2x6 16" oz. APA RATED SHEATHING SEE NAILING N 141 mph MAX., Exp. C, Enclosed, NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS. LARGER THAN 2X(o MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING l"2 SYP MIN.)" Exterior Frame Wall Table SCALE: NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRUSS ° o AND/OR WHEN TRUSS STRAP 15 ° r ° NOT DIRECTLY ATTACHED TO STUD USE (1) SIMPSON 6PH4 OR 5P2 TYPICAL HILA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) SCHEDULE TABLE FOR ATTACHMENT. S 3 1x4 MIN. BRACING W/(3) 0.131 x U.N.O. OMPRESSION WEB SLOPING OR EACH SIDE OF STUD TO WHEN TRU55 8 STUD ARE - BOTTOM PLATE 4 51MPSON 5P2'5 ON EACH SIDE OF PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. STUD TO TOP PLATES. CLB Diagonal Brace @ 20' Max Intervals Detail S-3 SCALE: NTS U.N.O." 01 60° - NOTE; SEE TRUSS LAYOUT FOR ANY ADDITIONAL VERTICAL ALIGNED SIMPSON TWI5T. a .©.. 30 STRAP TYPE CONNECTOR o � z 11110111M 0 ISM P o (Y Q (HT5/MT5) MAY BE ^y M V k /1 m N nr NAILED TO TRUSS 4 STUD onom L�7 ONTINUOU5 PERMANENT LATERAL H4 15 a BRACE (CLB) NEEDED TH15 STUD. NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS. LARGER THAN 2X(o MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING l"2 SYP MIN.)" Exterior Frame Wall Table SCALE: NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRUSS ° o AND/OR WHEN TRUSS STRAP 15 ° r ° NOT DIRECTLY ATTACHED TO STUD USE (1) SIMPSON 6PH4 OR 5P2 TYPICAL HILA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) NOTE: "AT 2x(o WALLS USE SPH& ,,,--PERMANENT DIAGONAL BRACE 1/2" CEILINGNAILED TO OPPOSITE SIDE OF WBB GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED - APPROXIMATELY 20' INTERVALS. CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN 1x4 MIN. BRACING W/(3) 0.131 x 2x8, USE 5IMP50N SPI'S ON 3 1/2" NAILS 6 INTERSECTING EACH SIDE OF STUD TO WEBS BOTTOM PLATE 4 51MPSON 5P2'5 ON EACH SIDE OF PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. STUD TO TOP PLATES. CLB Diagonal Brace @ 20' Max Intervals Detail S-3 SCALE: NTS U.N.O." NOTE; SEE TRUSS LAYOUT FOR ANY ADDITIONAL k_0 STRAPPING REQUIRED a .©.. NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS. LARGER THAN 2X(o MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING l"2 SYP MIN.)" Exterior Frame Wall Table SCALE: NTS WHEN STUD 15 ° NOT ALIGNED ° WITH A TRUSS ° o AND/OR WHEN TRUSS STRAP 15 ° r ° NOT DIRECTLY ATTACHED TO STUD USE (1) SIMPSON 6PH4 OR 5P2 TYPICAL HILA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRU55 CONNECTIONS. Frame Wall Truss Connection Detail SCALE: NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING 9 SPLICE ALL OTHER NAILING 36" 2 2 -ROWS 0.131 x 3" 0.131 x 3" 9 8" 0/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING a SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 6 6" 0/C 0.131 x 3" 9 8" O/C / 2-0.131 X 3 1/2" CDM. 5-0.131 x 3 1/2" DOUBLE TOP PLATE 3-0.131 x 3 p 1/2"COM. A2 0.131 x 3 1/2" COM, Pt BOTT, PLATE 16" o.c. -0.131 x 3 I/2" COM, SINGLE 5TUD CONDITION 4 5TUD CO NER R 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.C. 4-166 COM, 2-Sd COM. ire q x4" W/112" PLYWD. SPACER NOTE: 2X4'S MAY BE TURNED FLATWI5E 50 NO SPACER 15 NEEDED. 1&d COM. 6 8" o.c. 4-16d COM. 10d COM. 6 12" c.c. INS'. HEADER (NON-BEARING) General Wood Attachment Details S-3 I SCALE: NTS NOTES: 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 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 5CREW5 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 NDS SECTION 15.3 FOR ADDITIONAL INFORMATION )MM. a 16" O.C. � HT516 0.131 x 3 I/2" COM. Q 8" O.C. 5IMP50N 14TT4 W/ DIA A.B. 4 5TUD CORNER STRAPPING INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.5. NAILS STAGGERED 6 &" O.C. ALONG THE LENGTH OF THE COMPONENT (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.S. NAILS Q (o" O.G. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. c� (4) 2"x LAMINATIONS ATTACH W/ 5IMP50N 5D525600 WOOD 5CREW5 STAGGERED 6 6" O.G. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 &" O.C.. Nailing Schedule for Built -Up Columns & BEAMS SCALE: NTS SEE EXPANDED NOTE: 1. SEE TRU55 M,4NUFACTURER'5 TRUSS ENGINEERING CUT 5HEE:T5 F:OR ADD I T 1ON,4L- PERMANENT 5RACING THAT MY 5E REQUIRE©. 2 "T" BRACING MAY E5E U5ED IN PLACE OF fi=ERM,4NENT BRACING PROVIDED IT EXTENDS OVER is LEA5T 90% OF THE WEB. CONTINUOUS 204" 204" BLOCKING BOTTOM CORD DIAGRAM 4 -Irl, 1X4 MIN. GLB DIAGONAL BRACE AS REQUIRED BY SCSI C1 u.0 O D azi.t Ila TOP 8 BOTTOM CORD GABLE END, BRACING 4'-0" O.C. MAX. FOR FIRST R Gable & CI Bracing Diagram (4) ROWS OF TRUSSES $-3 SCALE: NTS 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 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF MOW MINOR, IN 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 9PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS NINNIES 11//ll/ k_0 a .©.. o � z 11110111M 0 ISM P o (Y Q Uj H ^y M V k /1 m N nr D azi.t Ila TOP 8 BOTTOM CORD GABLE END, BRACING 4'-0" O.C. MAX. FOR FIRST R Gable & CI Bracing Diagram (4) ROWS OF TRUSSES $-3 SCALE: NTS 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 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF MOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GON57RUGTION 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 9PECIFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 11//ll/ k_0 a .©.. o � z < O W4 0 ISM P o (Y Q Uj H ^y M V k /1 m N nr mom WON M onom L�7 DATE ®8-30-17 SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: 53-141 1 111\II INI 1 �•h/ 14/.1/1 /� r i/Y """ '-" NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. NOTE: RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENOINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. "AT 2x6 WALLS USE 5PH6 PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY CONNECTORS IN LIEU OF G.�...... ,,•i� V • `•. /(� o aW 5PH4 CONNECTORS SHOWN. Z � �p<< O ' AT 2x8 WALLS USE SPHS ulpxiL E Qi z p Dnp 111 O Q U nn.�� o CONNECTORS IN LIEU OF WIN 0 Now MINIM MMM M 5PN4 CONNECTORS SHOWN. NOTES: FOR WALLS LARGER THAN 2x8, USE SIMPSON ON 1. WHEN WALL IS PARALLEL TO FLOOR SYSTEM EACH SIDE OF SCUDD T TO STRAP TO TOP E BOT. CORD OF TRUSS. BOTTOM PLATT= 5IMP50N DRAWN MK/POK JOB 5IMP50N L5TA30 w/ 22 -106 NAILS 6 24" O.C. SP2'S ON EACH SIDE MAX OR EACH STUD. StUp t0 TOP PLATES.. 2. PROVIDE 2X BLOCKING 6 SEAMS d RUN U.N.o." — ENGINEERED ROOF TRUSSES SHEATHING CONTINUOUS TO TOP OF MASONRY. DBL• 2 x 4 X24 a.c. MAX. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED ENGINEERED TOP PLATE 12 DBL. 2 x 4 FLOOR.) INSULATION PER ENERGY GALCS. ROOF TRUSSES TOP PLATE ° MAXS SIMPSON 6PN4 SEE 3. ALL WALLS TO BE CONSIDERED SMEAR EACH SCUD ELE RESISTING'COMPONENTS 12 t0 TOP PLATE �IEACH STSPH UD SEE SEE ELEVATION TO TOP PLATE ELE WALL CONNECTION WIO WINDOW PAGES FOR ROOF COVERING WALL CONNECTION W/O WINDOW 8 SHEATHING INSULATION DETAIL BAFFLE SEE ELEVATION PAGES F INSULATION ROOF COVERING 4 BAFFLE SHEATHING DETAIL SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT FASCIA DETAIL -INSULATION PER COMMUNITY PAGES FOR SOFFIT SPECS OR ENERGY CALCS FASCIA DETAIL INSULATION PER COMMUNITY SPECS OR ANERGY GALCS l2) -2x WD. HEADER IU.N.O.) W/ 1/2" GYPSUM CEILING BOARD 1/2" FLITCH PLATE SEE FLOOR i/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE HURRICANE ANCHOR 6 EACH WD. HEADER (U.N.O.) SEE TRUSS SEE TRUSS LAYOUT FOR FLOOR PLAN FOR EXACT STRAPPING INFORMATION SCHEDULE SEE HURRICANE ANCHOR ,@ EACH TRUSS SEE TRUSS LAYOUT FOR DBL. 2 x & SYP TOP PLATE W/ ELEVATIONS STRAPPING INFORMATION SIMPSON SPHS Q 16" O.C. EACH WINDOW SEE FLOORSEE DBL. 2 x 4 SYP TOP PLATE W/ STUD (12) 106 NAILS EACH. PLAN FOR SIZES SIMPSON SPH4 Q 16" O.C. EACH ELEVATION GYP. BOARD STUD (12) 106 NAILS EACH. RETURN GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER WINDOW SILL CAULK 6 WINDOW WINDOW SILL CAULK Q WINDOW COMMUNITY SPECS OR ENERGY CALGS 2 x 4 SILL 2 x 8 SILL 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR ENERGY CALCS 2X FRAME WALL SEE TABLE "N" ON SHEET 6-3 FOR "N" ON SHEET 5-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "O" "O" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES fi) 24" O.C. INSTALL 1/2" DIA. x 8" "J" BOLTS 2 x 4 SOLE PLATE CA(MAX.) CENTER DD ON WALL. 5IMP50N C516 OR 5IMP50N M5TA36 IV 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS SIMPSON SPH& NEEDED 2x4 02 SYP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRUSS JOIST (INSET) 2x8 PT SOLE PLATE 2x4 FLATW15E VERT. BLOCKIN '4 ° SIMPSON HETA20 6 32" O.C. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOISTS. 1@24" O.C. NAILING IN STRAPS. ° MAX IF ATTACHED t0 FLOOR USE 2- "5 BARS IN K.O. BLOCK IX P.T. FURRING HORIZ. '"2 SYR RIM w/ (5) 0.13 x � TRU55E5 TOP l2) TWO COURSES .A a •.. .2x4 3 1/2" NAILS EA. TRUSS JOIST ° 1/2" CEILING GYP. BOARD SEE (INSET) NOTE ON N -I PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK &„ GONG. K.O. BLOCK BONA IX P.T. FURRING HORIZ. BEAM POUR SOLID (2500 P51) W/ 2 - 05 REBAR CONT. HORIZ. SEE TRUSS LAYOUT FOR MIN. LAP = 25” STRAPPING INFORMATION I x 6 RT. CURTAIN NAILER 9 OPENINGS I x 6 PT. CURTAIN NAILER 9 OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL FLOOR PLAN FOR SCHEDULE 5EE FLOOR PLAN FOR SCHEDULE 8" CONC. K.O. BLOCK BONA 05EE BEAM POUR SOLID W/ I - "'S REBAR CONT. HORIZ. MIN. I x P.T. BUCK 51RIP I x P.T. BUCK SCRIP LAP = 25" WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIXES PLAN FOR SIZES --WINDOW SILL - CAULK WINDOW WINDOW SILL - CAULK e WINDOW WIND RESISTANT PRE -CAST GONG. SILL 1/2" GYPSUM BOARD WIND RESISTANT PRE -CAST CONC, SILL 1/2" GYPSUM BOARD 4" HIGH GONG. BLK. 4" HIGH GONG. BLK. ° 8" CMU PER ASTM -C 90, 1900 4"GONG, SLAB. 8" CMU PER ASTM -C 90, 1900 4"GONG, SLAB. PSI MIN, W/ TYPE M OR 5 SEE FOUND. PLAN PSI MIN. W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER ASTM -C 210. MORTAR PER ASTM -C 210, a .. I E3a 5/8" GEMENTITIOUS 5/8" CEMENTITIOUS La FINISH PER FBCR 703.6 7A. , ,,. FINISH PER FBCR 103.6 ; . . FOOTING SEE .4.. ° < '° ° 4:$ 4 ° • FOOTING SEE• FOUNDATION PLAN FOUNDATION PLAN FOR SIZES 4 MOREFOR 511=5 4 MORE ° INFO. a . • INFO. Typical Two Story Wall Section r-c-jypical Two Story Wall Section A $ 4 SCALE: NTS $-4 W/O Floor System SCALE: NTS 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 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENOINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS AITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY G.�...... ,,•i� V • `•. /(� o aW Z � �p<< O ' ulpxiL E Qi z p Dnp 111 O Q U nn.�� o J WIN 0 Now MINIM MMM M --ll DATE 08-3047 SCALE NOij'O DRAWN MK/POK JOB Sheet content: Structural Details Sheet number: L�- 54 ATTACH TRUSSES PER FRAMING NOTES. IF TRU55ES 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&VLKING SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. SIMPSON HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN SIMP50N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE INP OUBLE TOP PLATE SET. (MIN. STUD GRADE SYP) 1/2" DIA NUT INSTALL SIMPSON C516 AJ/ MIN. 1-1/4" CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6AR17LE55 OF NOW MINOR, GRO55 STRAPS WITH (1) 2x STUDS 16" O.C. oe 0.131"x3-1/2" NAIL AT EACH PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD PASSING STUD AND BLOCK, I/2" DIA /2DIA 41 COUPLING A.B. EXTEN51ON EACH END TO TOP AND :w ,C7 6 50TTOM PLATE5/END STUD5. BEAM / GIRDER STRAPS SHOULD BE 2x BOT. PLATE 3 O DIAGONAL AND AT 45 PRE-ENGINEERED W/ 2-0.131 x 3 1/2" DEGREES OR LE55 IN G -3v FLOOR TRU55 RELATION TO HORIZONTAL. a MM TYPICAL. Floor Frame Connection @ Girder IF DOUBLE END STUD 15 OVER A SCALE: NTS VOID SPACE, El BLOCKING BELOW. TYP. CMU WALL -SEE FLOOR TRU55ES FLOOR PLAN FOR TYP. MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PASSING TRU55 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. Cross Strapping Detail S 5 SCALE: NTS AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT rt" O.C. OR *6 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE SAILING SCHEDULE AT 0/52. NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." 51MP50N 5PH4 TO EA- STUD WITH 12-1001 x 1 1/2 NAILS. FOLLOW TABLE BELOW - FOR APPROPRIATE SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED MAX, 16" O.C., SEE 'N'/5-3 2x 5.Y.P. TOP PLATE ;00 or 2x4 S.Y.P. *2 RIBBON W/4 -10d 6 EA. FLOOR TRU55. C516 OR M5TA 36 321"O.C. (36" LONG) N FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 5YP *2 WOOD 3-0.131 x 3 1/2 6 EA. BLOCK BETWEEN JOINT SIDE. FLOOR JOIST WITH 5-16d HETA20 6 32" O.G. ON THE TOENAILS. IN51DE FACE OF 2x12 NOTE: SEE 'N'/5-3 FOR STUD INFORMATION LT. Frame/Masonry Connection #1 S 5 SCALE: NTS NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATE5. U.N.O," 1/2" DIA NUT INSTALL SIMPSON C516 AJ/ MIN. 1-1/4" CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6AR17LE55 OF NOW MINOR, GRO55 STRAPS WITH (1) EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX WASHER 0.131"x3-1/2" NAIL AT EACH PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD PASSING STUD AND BLOCK, I/2" DIA /2DIA AND WITH 4 NAILS MINIMUM AT COUPLING A.B. EXTEN51ON EACH END TO TOP AND :w ,C7 6 50TTOM PLATE5/END STUD5. BEAM / GIRDER STRAPS SHOULD BE 2x BOT. PLATE 3 O DIAGONAL AND AT 45 PRE-ENGINEERED W/ 2-0.131 x 3 1/2" DEGREES OR LE55 IN G -3v FLOOR TRU55 RELATION TO HORIZONTAL. a MM TYPICAL. Floor Frame Connection @ Girder IF DOUBLE END STUD 15 OVER A SCALE: NTS VOID SPACE, INSTALL SOLID 2X BLOCKING BELOW. TYP. AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT rt" O.C. OR *6 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE SAILING SCHEDULE AT 0/52. NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." 51MP50N 5PH4 TO EA- STUD WITH 12-1001 x 1 1/2 NAILS. FOLLOW TABLE BELOW - FOR APPROPRIATE SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED MAX, 16" O.C., SEE 'N'/5-3 2x 5.Y.P. TOP PLATE ;00 or 2x4 S.Y.P. *2 RIBBON W/4 -10d 6 EA. FLOOR TRU55. C516 OR M5TA 36 321"O.C. (36" LONG) N FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 5YP *2 WOOD 3-0.131 x 3 1/2 6 EA. BLOCK BETWEEN JOINT SIDE. FLOOR JOIST WITH 5-16d HETA20 6 32" O.G. ON THE TOENAILS. IN51DE FACE OF 2x12 NOTE: SEE 'N'/5-3 FOR STUD INFORMATION LT. Frame/Masonry Connection #1 S 5 SCALE: NTS NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATE5. U.N.O," NOTE: SEE 'N76-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N 6PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." 51MP60N 5PH4' EA. STUD TOP 4 BOTTOM OF WAL FOLLOW TABLE BELOW FOR APPROPRIATE SPACING s 51ZE WALL STUDS. 5T SHALL BE INST> 6 MAX. 16" O.C. DIA. 1/2" J -BOLI OR WITH 51111F'5C SET EPDXY 5" EMBEDMENT JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 6 EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE:NTS ENGINEERED ROOF TRU55E6 624" O.C. INSULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BORD HURRICANE ANCHOR w EACH TRUS5 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE 2x4 SOLE PLATE 5PH4 6 EA. STUD PROVIDE (2) 16d COM e EACH TRU55 1/2" GYPSUM SIMP50N C516 W/ MIN (22) 106 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0" 1105* MAX Q 24" O.G. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (1ST FLR) PRE ENGINEERED WOOD FLOOR TRUSSES 0 24" O.C. 2x4 *2 SYP RIM w/ (3) 166 NAILS EA. TRU55 J015T ( INSET) 1/2" GYPSUM BOARD � 51MP50N MT516 EACH FLOOR. TRU55 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - 1/16" SHEATHING MIN., FOR GARAGEWN DRAGFAPPL CAT ON NOTE ON N-1 PAGE SEE GENERAL NOTE FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPH4 6 16" O.C. w/ (12) 1001 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT ID 24" O.C. W/ NUT 8 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS 51MP50N 5PH4 a EA. STUD w/ (10) 10d NAIL5 4"GONG. SLAB. SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, Typical Two Story Interior Bearing Shear Wall Section DECKING 2"X4'' PANEL BLOCKING a 48" O/C— FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2"X4" GRO55 BRACE -a 48" O/C FOR THE I5T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" @ EA. END INTO 2`X4` BLOCKING DECKING 2"X4" PANEL BLOCKING 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS 2"X4" GRO55 BRACE Q 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2`X4` BLOCKING FLOOR 2"x4" PANEL BLOCKING 6 48" O.C. FOR—\,J015T THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END (TYP) TDP A BOTTOM CHORD ATTACHED W/ (2) 1601 TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2`x4` CRO55 BRACE @ 48" O.C. FOR -X THE let 2'-0" OF END WALL W/ (2) 10dx3" e EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE 15 GREATER THAN 45% CROSS BRACE s 46" O.C. FOR THE let 4'-0" OF END WALL. E Floor Truss Parallel To Brg, Wall $_5 SCALE: NTS 2nd FLOOR WALL 2ND FLOOR FRAMING 51MP50N C516 OR M5TA36 STRAP 32" O.C,, EVERY OTHER EACH STUD FLOOR J0I5T-5EE FRAMING PLAN WEEP 5CREED IN5TAILED PER MANUR SIMPSON HETA20 6 32" O.C. MAX. 2ND FLOOR FRAMING 5IMP60N C516 OR M5TA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. LOOK J015T-5EE FRAMING PLAN NOTE: ADD 2X4 5LOCKING e 1" 15TA36 OR C616 OR HETA20 WHICH 15 NOT ALIGNED W/ TRU55 VERT. WEB U81NG 2-0.131" X 3 1/2" TOENAILS s EA. END. SEE *** WHEN DISTANCE 15 LE55 THAN 2'-0" -s THE FIRST BAY EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER SIMPSON 0516 1/2" DIA NUT THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE AJ/ MIN. 1-1/4" CONTRACT ONLY, ANY CHANGES TO THESE PLANS, RE6AR17LE55 OF NOW MINOR, DIA x 1/S" EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX WASHER 1/2" DIA ALL PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD ROD COMMONS (11 I/2" DIA /2DIA ANCHOR BOLT COUPLING A.B. EXTEN51ON DETAIL NOTE: SEE 'N76-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N 6PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATE5. U.N.O." 51MP60N 5PH4' EA. STUD TOP 4 BOTTOM OF WAL FOLLOW TABLE BELOW FOR APPROPRIATE SPACING s 51ZE WALL STUDS. 5T SHALL BE INST> 6 MAX. 16" O.C. DIA. 1/2" J -BOLI OR WITH 51111F'5C SET EPDXY 5" EMBEDMENT JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 6 EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE:NTS ENGINEERED ROOF TRU55E6 624" O.C. INSULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BORD HURRICANE ANCHOR w EACH TRUS5 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE 2x4 SOLE PLATE 5PH4 6 EA. STUD PROVIDE (2) 16d COM e EACH TRU55 1/2" GYPSUM SIMP50N C516 W/ MIN (22) 106 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0" 1105* MAX Q 24" O.G. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (1ST FLR) PRE ENGINEERED WOOD FLOOR TRUSSES 0 24" O.C. 2x4 *2 SYP RIM w/ (3) 166 NAILS EA. TRU55 J015T ( INSET) 1/2" GYPSUM BOARD � 51MP50N MT516 EACH FLOOR. TRU55 24" O.C. MAX. 1/2" GYPSUM CEILING BOARD W/ KNOCK - 1/16" SHEATHING MIN., FOR GARAGEWN DRAGFAPPL CAT ON NOTE ON N-1 PAGE SEE GENERAL NOTE FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPH4 6 16" O.C. w/ (12) 1001 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT ID 24" O.C. W/ NUT 8 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS 51MP50N 5PH4 a EA. STUD w/ (10) 10d NAIL5 4"GONG. SLAB. SEE EACH FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, Typical Two Story Interior Bearing Shear Wall Section DECKING 2"X4'' PANEL BLOCKING a 48" O/C— FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2"X4" GRO55 BRACE -a 48" O/C FOR THE I5T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" @ EA. END INTO 2`X4` BLOCKING DECKING 2"X4" PANEL BLOCKING 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (3) 0.131 X 3" TOE NAILS 2"X4" GRO55 BRACE Q 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2`X4` BLOCKING FLOOR 2"x4" PANEL BLOCKING 6 48" O.C. FOR—\,J015T THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END (TYP) TDP A BOTTOM CHORD ATTACHED W/ (2) 1601 TOE NAILS. *** WHEN CRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2`x4` CRO55 BRACE @ 48" O.C. FOR -X THE let 2'-0" OF END WALL W/ (2) 10dx3" e EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) *** WHEN ANGLE 15 GREATER THAN 45% CROSS BRACE s 46" O.C. FOR THE let 4'-0" OF END WALL. E Floor Truss Parallel To Brg, Wall $_5 SCALE: NTS 2nd FLOOR WALL 2ND FLOOR FRAMING 51MP50N C516 OR M5TA36 STRAP 32" O.C,, EVERY OTHER EACH STUD FLOOR J0I5T-5EE FRAMING PLAN WEEP 5CREED IN5TAILED PER MANUR SIMPSON HETA20 6 32" O.C. MAX. 2ND FLOOR FRAMING 5IMP60N C516 OR M5TA36 OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. LOOK J015T-5EE FRAMING PLAN NOTE: ADD 2X4 5LOCKING e 1" 15TA36 OR C616 OR HETA20 WHICH 15 NOT ALIGNED W/ TRU55 VERT. WEB U81NG 2-0.131" X 3 1/2" TOENAILS s EA. END. SEE *** WHEN DISTANCE 15 LE55 THAN 2'-0" -s THE FIRST BAY EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER SIMPSON 0516 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, RE6AR17LE55 OF NOW MINOR, W/ MIN (22) 106 EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. COMMONS (11 BY a`0t1111111//!'4c D,s 1. MIN. EACH END) :w ,C7 6 BEAM / GIRDER 2x BOT. PLATE 3 O ' PRE-ENGINEERED W/ 2-0.131 x 3 1/2" U-- ❑ Q G -3v FLOOR TRU55 NAILS 6 6" 0/C a MM worm M Floor Frame Connection @ Girder ��Second S-5 J SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES M 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, RE6AR17LE55 OF NOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY a`0t1111111//!'4c D,s 1. :w ,C7 6 ` ♦ �•r 3 O ' Fv o �w o sorLU o �; U-- ❑ Q G -3v �Q Q QS a� W ' Q MM worm M ►a,r, DATE 00-3047 SCALE NO-rEO DRAWN MK/PDK JOB - Sheet content: Structural Petail5 Sheet number: DRYWALI OVER FUI BLOCK U 11/164/16 COVE MC (MOO) I* TRIM (WINDOW PER PLA EAD (WINDOW PER PLAN) SILL COMPOSITE WINDOW SILL SQUARED DI=TAIL EDGES 1x6 TRIM 1 II BEAD BOARD -- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW 1x6 TRIM LINE OF TRIM BELOW COMPOSITE WINDOW DRYWALL FINISH SILL PLAN OVER FURRING ON BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN WALE' I'- V-0' SHIM AS I�_A� SHIM AS RI_Q'D. REQ'D, I�MA� I° INVERTED 2 114' I' r DOOR CASING ("366) STD. 2x STUDS (PER S� BASE PLAN)) BASE CABINET CABINET 1/2' DRYWALL 0'366 BASE BR \- QUARTER ROUND CALI. TOP SCALE: 1/2'; 1'-0' ELEVATION LINE OF WALL BELOW (NICHE LINE OF CASING PER PLAN) BELOW ---- COMPOSITE WINDOW SILL PLAN WINDOW )ETAIL 1/4' DOOR FA61NG ('366) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN INVERTED 21/41 DOOR CASING (566) 2x STUDS (PER PLAN) I/2' DRYWALL 3 1/4' BASE BD. QUARTER ROUND HIGH BAR TOP SCALE: 111' =1'-0' 8' W. CORIAN MAIN HOUSE TEMP. GL. ENCLOSURE DAVIS BEWS DESIGN GROVP CAP COMPOSITE WINDOW N� M 0 Nh � Ja �ar L Lam • 0 0�c E5% 07 2x STUDS (nR SILL PLAN) SQUARED DETAIL 31/4' BASE $D. EDGES 1/2' DRYWALL V W. CORIAN / DOOR CASING 03(o6) BELOW CAP CAP TILE FINISH BLOCK WALL r TILE FINISH OVER WATER KNEE 2x STUDS (PER DETAIL OVER AR RESISTANT iI �� RESISTANT WALL BD. WALL BD. 1/2' DRYWALL BATH i1 SHOWER SHOWER SHOWER 31/4' BASE BD. II SIDE ('366) SECTION PLAN SHOWER LOW WALL SCALE: in' : I'-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE 3 1/4' BASE BD. (%6) 8' W. CORIAN FLOORING 5,45E 50ARD NOTE- UJ�4EN TILE FLOOR 15 SELECTED ONLir 545E 50ARD 15 IN5TALLED- WHEN UJOOD FLOOR 15 SELECTED 5A5E 5OARD AND 5 10E MIOULD ARE IN5TA:LLED. Ix JAMB (51 -PAS° DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI -PASS PLAN) DRS. PER - PLAN) I/2°.,,p� II I V21/4'DOOR CASING 0360 HELD OVER 1/2" PLAN TYP. BI -PASS DRS. CASING DETAIL CAP (WINDOW MAIN HOUSE PER PLAN) DAVIS BEWS DESIGN GROVP SILL DRYWALL—,- COMPOSITE WINDOW N� M 0 Nh � Ja �ar L Lam • 0 0�c E5% 07 2x STUDS (nR SILL PLAN) SQUARED DETAIL 31/4' BASE $D. EDGES ?� INVERTED 2 1/4'----''`�✓ / DOOR CASING 03(o6) DRYWALL FINISH OVER FURRING ON BLOCK WALL VANITY LOW WALL SCALE: 1R' -- I'-0' SHOWER WINDOW SCALE: V4'= I'-0' Y TOP (WINDOW PER PLAN LINE OF WALL LLBELOW 1/2" OUT 4: TILE) LINE Cr- CASING— BELOW COMPOSITE WINDOW SILL ELEVATION -DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L WINDOW DETAIL /4' DOOR CASING l*366) OCALE: P- IV GARAGE BASE BD. TO OVER LAP SLAB STEP AND 14r_ DRYWALL TRANSITION BASE BD. TYP. BASE BD. AT GARAGE/ MAIN HOUSE SCALE: I" = 1'-0' NOTE: DR WING -5 ON 11 "x]7" 5�4EET WILL f5r= ONE 14AL1= TI 4E SCALE NOTED 5 1/4' CROWN s l*45) 5 1/4" CROWN WALP: P- P-0- PLAN SPECIFIC PER PLAN wAz °''-0' bd0 ROUNDOYER W/ WHITE PINE ROUTER I/2' DRYWALL \--31/4' BASE BD. 1366) 2x6 WALL 36' OR 42' NK:N P'ER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS ROUNDOYER W/ WRITE PINK' x----- DAVIS BEWS DESIGN GROVP ROUTER Iso srATE s1xEEr Ensr 30W 813. 925. MW TEL 813.925.IS00 FAX WWWnAVl8EVVSrX vl TAMPA • 1DEIV� N� M 0 Nh � Ja �ar L Lam • 0 0�c E5% 07 1/2' DRYWALL 31/4' BASE $D. 0366) 2x6 WALL 36' OR 42' NIDE# PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN wAz °''-0' bd0 ROUNDOYER W/ WHITE PINE ROUTER I/2' DRYWALL \--31/4' BASE BD. 1366) 2x6 WALL 36' OR 42' NK:N P'ER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN TRIM DETAILS *JW AMBER 22088' CAD FILE MW WUR 06-16-16 RENS 07'-0 -1B 10-05-16 11-02-16 J W D � Z � O � DAVIS BEWS DESIGN GROVP A Iso srATE s1xEEr Ensr 30W 813. 925. MW TEL 813.925.IS00 FAX WWWnAVl8EVVSrX vl TAMPA • 1DEIV� N� M 0 Nh � Ja �ar L Lam • 0 0�c E5% 07 *JW AMBER 22088' CAD FILE MW WUR 06-16-16 RENS 07'-0 -1B 10-05-16 11-02-16 J W D � Z � O � DAVIS BEWS DESIGN GROVP Iso srATE s1xEEr Ensr 30W 813. 925. MW TEL 813.925.IS00 FAX WWWnAVl8EVVSrX vl TAMPA • 1DEIV� Egr 19" �9...r TRIM • RILE • TMCAL IR1111 MrAlIS SfEET .TD. LJ -8090-5 OAI 51/4" LANDING TREAD RAILING I LJ -7027 STANDARD - 42" W. ROSETTE� :OM STANDARD - 42" H. KNEEWALL (OPT. LJ-6010LJ-'4' (OPT. LJ -6010 RAILING SHOWN) 4040 RAILING SHOWN) NEWEL PDSt OPT. L1H-MG2KNUC44 14 PAINTED BASE WROUGHT IRON BALUSTERS PLATE II 46 31/4" BASE BD. LJ -1011 LEVEL QUARTER TURN, 2/,M AS APRON LJ -7011 LEVEL I j('�' ITURNI LJ -4040 NEWEL 2ARTLJQUER045 LJ -4040 I NEWEL POST POST NE L POST NEWEL POST _ OPT. LIW-MG2KNUC44 _. _. G LJ -4040 IWROUGHT IRON BALUSTERS ' Ii I � • < %%NEWEL I r lPOST I I 1x12 SKIRL LJ -7027 _ Ixb PAINTED BASE SECTION-,. O 1x12 SKIRT 1x6 PAINTED BASE SECTION-.��'BOARD ROSETTE PLATE CUT THRU .3�V PLATE ,. a\\ BOARD CUT THRu .��O ```� ' ` WALL `:`<<'�-i LJ -6010 LJ -b010 1xI2 SKIRT 3 1/4" BASE WALL .�1� 3 1/4" BASE . _ RAILING BOARD AS APRON `�� � =.. LJ -6010 AS APRON `�� �" RAILING \ RAILING LJ -5015 WOOD BAS LJ -1047/5 --- ``~� B� LJ -1041/8 �pAp BALUSTERS GAP S -TURN GAP S -TURN _ MOULD (3 PER TRI=AD) MOULD STANDARD - LJ-8074MRI MOULD STANDARD - LJ-8074MRI STANDARD - LJ-8074MR1 1x12 SKIRT TREAD FOR CARPET LJ -5015 WOOD - TREAD FOR CARPET LJ -5015 WOOD -" TREAD FOR CARPET (OPT. LJ -8070 SERIES BALUSTERS (OPT. LJ -8070 SERIES BALUSTERS (OPT. LJ -s070 SERIES BOARD TREAD SHOWN) (3 PER TREAD) TREAD) (3 PER TREAD) TREAD) LJ -8095 OAK IxS PAINTED LJ -8095 OAK Ix8 PAINTED LJ -8095 OAK LINEAL COVE RISER LINEAL COVE RISERLINEAL COVE _ MOULDING LJ-WIOMRI MOULDING � LJ -W MOULDING - BASE ==� OAK TREAD BASE -:� LJ-80rt TREMR1AD BASE 1x8 PAINTED �`�" OAK TREAD PER TM LEVEL PER 7M LEVEL( PERTMLEVE!_ RISER 31/4" OR 5 114 31/411 OR 5 1/4 3 1/4 OR 5 1/4 Ixl2 SKIRL LJ -7040 / 7045 LJ -4042 1x12 SKIRT LJ -4042 BOARDTURNOUT NEWEL POST BOARD NEWEL POST =' NEWEL N 2 EA. - LJ -3078 RAIL 2 EA. - LJ -3078 RAIL LJ -3009 0 EW(=L POST AND POST FASTENER AND POST FASTENER BRACKET LJ -8010 STARTING STEP GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND STAIR DETAIL STAIR DETAIL CARPET STRAIGHT RUN STAIR D ETAI L W.S. KTS. N.T.S. GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO IBE INSTALLED IN SAME ORIENTATION AS 51/4" LANDING TREAD LJ -8090-5 OA 51/4" LANDING TREAD SELECT 2 1/4" I I L SELECT 2 1/4" STRIP rLOORING-7 STRIP FLOORING LJ -4042—' NEWEL POST LJ-8070MR1 OAK TREADS LJ -W MR2 OAK ?READS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHOMAX STAIR FLOOR PLAN N.T.S. �- LJ-8070MRI OAK TREADS -7 SEE GENERAL STAIR NOTES 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 ATTACP INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS At NEXT RISER 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) At STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE Cr- THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 72" SPACE BETWEEN NEWELS. S. FINISHES - ALL OAK HAS CLEAR -COAT HNISP 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-8074MR1 TREAD 8" T67 p FULL PT. WALL CARPET STARTS At THIS RISER RAILING LJ -4042 NEWEL U t� POST GENERIC WOOD /CARPET STAIR FLOOR PLAN N.T.S. 6^1& V I I.111%;".IW LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-8070MRI OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING 1x12 SKIRT BR BASE CAP MOULD TYP. OPEN TREADS W/ PICKET'S AT STAIRS DETAIL riorroacaE LJ -404 42" H. LJ -7027 NEWEL RAILING ROSETTE POST LJ -6010 36" H. Mr. 19" et=. -- RAILING RAILING LJ -5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) NEWEL 2 WOOD TREAD POST Ix12 SKIRT BD. BASE LJ -8095 OAK TIC CAP LINEAL COVE MOULD MOULDING PER PLAN PER TM LEVEL 31/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. 3/4" MIN, HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE= DEPTH THE SAME At EACH BALUSTER) 3611 P. RAILING LJ -6010 RAILING \ LJ -4042 NEWEL POST LINE OF BALUSTERS t0 BE PARALLEL TO TOP RAIL W Ln W Ln N LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES N.T.S. 4 4 4 LJ -5015 LIP-40LI5ASK44 LI14-POL25ASK44 LIP-POLIKNUC44 LIP-POL2KNUC44 LIP-POLPLA44 LIP-POL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES IyTS. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL V.S. 1" MIN. POLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP POLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING_ LJ -4042 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL (DOUBLE BASKET) LIH-HOLIBASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER I N STA L LATI O N DE TAI L NOTE::;)RAUJING5 ON 11 "x1-1" 5HEET UJILL 5E ONE HALF THE 5CALE NOTED 1" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ40010 RAILING LJ -4042 NEWEL POST LINE OF KNUCKLES t0 r BE PARALLEL TO TOP RAIL _01ilf r (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N1'S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NE=WEL POST LINE OF SCROLL TO BE PARALLEL t0 TOP RAIL LIH-HOLD0144 LIP-NOLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL V.S. STAIR DETAILS x 0 'J10111 NtWM 2416. 01' CAD FILE NAME MM DEM am 04-05-13 09-08-13 12-19-14 01-26-15 02-06-15 2-17-15 02-18-15 05-26-15 06-29-15 STAIR nor TYPICAL STAIR DETAILS • SHEETSD • BEWS DESIGN OR" LW STATE SIREET FAST 0UXMAR,1WRMA 3077 813.92°5.1300 TEL 813.925.1800 FAX W W WAAVESEWS.GOM TAMPA • DENVER Mr. 19" et=. -- STAIR nor TYPICAL STAIR DETAILS • SHEETSD •