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HomeMy WebLinkAbout476 Red Rose Ln 17-3364 (a)GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE66 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. ' CEILING CON5TRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH LOT 156 THORNBROOKE 40 HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 8302.3.5, EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8303.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE ANASTASIA GARAGE RIGHT OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER'FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8303.62 AND ASTM G 926, PER F.B.C.R. 5TH EDITION (2014) R303,62.1 WEEP SCREEDS SHALL BE A MINIMUM No. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALT. BE PROVIDED AT OR BELOW THE PLATE LINE ON'EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM G 926. THE WEEP SCREED SHALL BE "TRADITIONAL" PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) R303b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDED ELEVATION INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R303.6.5 OR IN ACCORDANCE WITH ASTM C 926, 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1,11.4.1 THRU 1.11,4.4) AT FRAMED WALLS TO DELINEATE ALAS NOT MORE THAN 144 S,F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE TAYLOR.: MORRISON CONSIDERED AS CONTROL JOINTS. EGRE55: THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 51.15-FA5CIA, 5HINGLE ROOF, ELECTRIC FEAT, 50 GAL. ELECTRIC WATER HEATER, 30" UPPER KITCHEN CA51NET5, PAYER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE 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 REQUIRED Results to be Verified at Slab inspection wlLnm. SANI-:ORD #17-3364 REDRAW NOTES M-15-17 CREATED LOT 5PECIFIC PLAN FOR LOT 156 IN THORNBROOKE 40's, INCLUDED ELEVATION "TRADITIONAL", GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: 5TAIR RAILING, POCKET 5LIDING GLA55 DOOR AT GATHERING ROOM, TRAY CEILING AT OWNER'S SUITE, ALTERNATE 5TUDY, VENT HOOD/MIRCROWAVE TO THE OUTSIDE, PRE' -PLUMB FUTURE LAUNDRY TUB, PRE -PLUMB WATER 5C>=TENER LOOP, (4) RECE55 CAN LIGHTS IN GATHERING ROOM, (4) RECE55 CAN LIGHTS AT OWNER'5 5UITE, (S) PAN PRE-WIRE5, (2) ELECTRICAL OUTLET5 FOR FLAT 5CREEN T.V.'s, KEYLE55 PAD FOR GARAGE DOOR OPENER, MEDICINE CABINET5 WITH BEVELED EDGE AT OWNER'5 BATH AND BATH 2 AND VALVE FOR HANDHELD 5HOWER AT OWNER15 BATH 5HOWER. SQUARE FOOTAGE CALCULATIONS ELEVATION , IE MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 r00 "'A GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 INSTALLED AT ALL REQUIRED LOCATIONS PER 8303.8. TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" 6 Co PLAN REVISIONS • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 iB ISSUED 09-15-17 REVISED ki I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF DAVIS BEWS DESIGN GROVP 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 150 STATE Sl"REE'f EAST o1�,AR, F7.ORIDA 94677 813.925.1300 TET.. 813.925. 1800. FAX W'W W.DAVISHEWS.CAM `I'AMI'A • L7EIVVEEt X w FLA5HING: r00 "'A I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 0 2, APPROVED CORROSION -RESISTANT PLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE 2m INSTALLED AT ALL REQUIRED LOCATIONS PER 8303.8. D RAINING INDEX WINDOWS HALL B IN IDN: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 6 Co MANUFACTURER FOR EACH WINDOW. 2, IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE N5�E0 -j 0 METHOD IS TO BE USED. COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING /GARAGE OPENING5: 1 - SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318" IN THICKNESS, SOLID CORE (5L.) OR HONEYCOMB GORE STEEL g0oR5 NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR P LAN NOTES FLOOD PLAN MEETTSS OR REQUIREMENTS: NE OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE6 (IF APPLICABLE) I, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b AND 8905210.1. 2 B 1 -UPPER FLOOR PLAN :NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR 2 B 2 - UPPER FLOOR PLAN DIMENSIONS TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RWS2.1. FOR ROOF. SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 3A1 - FRONT ELEVATION CLAY AND CONCRETE TILE (lfi APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE F.B.C.R 5TH EDITION (2014) SHALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR PER - 89053 BE 3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 10E RECOMMENDATIONS 118, (2014) R?I05.33 SHALL CONFORM WITH LE "; OR ASTM ER B : STALLED ROOF TYPE ASTM ROOFING ACCORDANCE FRSA/TRFLORIDA HIG WIND D 6380, CLA66 M MINEA5 DR1 RAL SURFACEDIRED R L AND IN WITH CONCRETE ANDSCLAY 3A3 - F LAS 1 1 I N G DETAILS INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsn IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 3A4 -FLASHING DETAILS 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF R RIDGE THAT IS 104" AWAY OR CLOSER 4A - MAIN FLOOR ELECTRICAL PLAN TUB AND 5HOWER ARE45: 1. CEMENT, FIBER -CEMENT, OR GLASS 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. T R - TRUSS SPLAN TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS, IF 501L TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO N 1 - � /`"'\ STRU CTU �j'�/� L NOTES STRUCTURAL ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIpES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOl1N5POUT5 SHALL DISCHARGE AT LEASH FOOT 1 SlSTRUCTURAL - DETAILS (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, R SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES R ON A ROOF ABOVE ANOTHER ROOF, S2 - STRUCTURAL DETAILS MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES S4 - STRUCTURAL DETAILS (362 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 510E TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. C SS - STRUCTURAL DETAILS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. TD -TRIM DETAILS 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. SD - STAIR TRIM DETAILS IX OUTDOHAU5TOR S TANS AND VELAR RE TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, 1.OUTDOOR DISCHARGE. THE AIR REMOVED EVERY MECHANICAL EXHAUST SYSTEM SHALL BY BE pISCNARGEI RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (16 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FRC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION: ANY__DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 iB ISSUED 09-15-17 REVISED ki DAVIS BEWS DESIGN GROVP 150 STATE Sl"REE'f EAST o1�,AR, F7.ORIDA 94677 813.925.1300 TET.. 813.925. 1800. FAX W'W W.DAVISHEWS.CAM `I'AMI'A • L7EIVVEEt X w r00 "'A 0 JMN; 2m 0 N �- N 6 Co 00 N5�E0 -j 0 nC 1 u.Y=V°° .- C4 iJCID 00 . ■ T� a Z N L 0 • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 iB ISSUED 09-15-17 REVISED ki 16211iii 1111 1 1 Vortex Engineering, LLC 607 S Alexander St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA4 28035 - Paul D, Kidwell, RE, E - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51GN, AND FIND IT TO BE IN COMPLIANCE WITH 5E(TION R501 OF THE FLORIDA BUILDIN6 CODE, RE51PENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU65 MAN)P. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT YO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE EN&NEER, SEALED POR 5TRUGTURE ONLY uj0 O UO O J T� C) C)e 0 37 0 C 1) • *1 2582 � oumNwrw���� • . TLE • GENERAL NOTES REVISION LOG e- DAVIS BEWS DESIGN GROVP 150 STATE Sl"REE'f EAST o1�,AR, F7.ORIDA 94677 813.925.1300 TET.. 813.925. 1800. FAX W'W W.DAVISHEWS.CAM `I'AMI'A • L7EIVVEEt ;EST1994 � . �.- 16211iii 1111 1 1 Vortex Engineering, LLC 607 S Alexander St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA4 28035 - Paul D, Kidwell, RE, E - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51GN, AND FIND IT TO BE IN COMPLIANCE WITH 5E(TION R501 OF THE FLORIDA BUILDIN6 CODE, RE51PENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU65 MAN)P. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT YO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE EN&NEER, SEALED POR 5TRUGTURE ONLY uj0 O UO O J T� C) C)e 0 37 0 C 1) • *1 2582 � oumNwrw���� • . TLE • GENERAL NOTES REVISION LOG e- I T5'-0" 11-411 $'-4" 4'-4" 4'-a" 41-811 414" 41-011PC 5'-4" 5'-4" 4'-411 4' 10" 3'-6" 41411 4'-011 4'-4" 2 -STORY I-6TORY FOOTING FOOTING 50 r 1=4 / W.H. "CO, u>3 f 13' TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ELEVATION (-) 0'-4" INDICATED ON TPI6 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x36"66" CONC. FOOTING W/ (4)+'5 BARS EACH * * * * * WAY. F=2 12" DEEP x24"44" CONC. FOOTING W/ (3) S BARS EACH WAY. F 3 20" DEEP 60"60" CONC, FOOTING W/ (3) S BARS EACH G WAY WB., I. .I L K cu 8" THICKENED ELEVATION 11 -tee FST'. 1994 r`� -- r LO0 all cM.U.. 00 JMNW „ PITCH ' YI I 0 5 ~ o (1) INDICATES I - +5 VERT. REBAR � JN EDGE FOR l-) 0 -31/2 ooh, AIR HANDLER WALL ABV. 2��n I/8" / FT. o co rz IN MASONRY CELL FILLED ro 8., all G.C. VERIFY ACRYLIC �^ R ON LANAI SHOWER 3/4" CONDENSATION LINES FROM 0 WATER SOFTENER �, ANDRAIN I-5TORY FOOTING (TYR.) , SOLip W/ CONCRETE. RECE65 W/ I N0. DRAIN BY PLUMBER UPPER FLOOR I I�LOOP PRE -PLUMB PRODE C ] I a 20" H. x 16" W. CONC. MONO-FTCs. W/ e VERT. REINF. SHALL BE HOOKED 5 BAR CONT. WIDEN FOOTING 8" At I II � 1 J I I J i 25" MIN. LAP WHERE SPLICED AND INTO BEAM ABOVE k FTG. BELOW �, [ ] " I PROVIDE 25" MIN. LAP WHERE 4'-411 4'-0" 41.8" POCKET SLIDER AND 4'-811 4'-811 3'-8" 4'-2" 2'-4" I I " ___---'"" 16 Wxl6 DEEP FTG. N J 3'-6" i WIRE TOGETHER BOTT. OF FTG. 414" 11-411 II_QII GJ SPLICED AND WIRE TOGETHER App (1) "5 ROBAR 521411 I 31'-10" I I� = 9•-p1 W/ 2 - 05 CONI. 31_p11 ( u, 201.011i SHALL BE 12" MIN. BELOW GRADE all 4 gL ELEVATION AT 04" (ASSUMED) / \ II S OF REFI 61 35" THICK, 2500 OR 3000 P.S.I. I - �u a 3 -6 II AA � A2 PITCH I CONCRETE SLAB ON GRADE W/ 16" Wxlb" DEEP FTG. W/ 2 - 05 CONT. SLAB G"�' �----- i � CJ. 6x6 WI.4 14 MESH OR FIBER - --------------- t_____________ -� _---- ----- n MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - PROVIDE WATER �.. LINE FOR ICE MAKER /� PITCH I $11x8" FTG. W/ I . s � // t0 DRAIN I CONT. (TYP. AT LANAI) LLl I COMPACTED, TERMITE TREATED, GRANULAR FILL /ox 4'-4" 5'-4" ■ ■ ■ • NOTE: ALL SLAB ANGLES / SI ''I /�rd UA ROUGH -IN i c - ` Q �1!��/� /1L// /1L1/ ARE AT 45° (UNO.) 21'-611 2'-6" 12'-311 161.611 , all ■ P3 N. B 16" W.X12" DEEP FTG.4 W/ 2 05 CONT. 51 P.Y.C. �,o - AIR HANDLER ZD LINES FROM I 3 ' / 1 21 511 2-5TORY FOOTING (TYR.) 1=4 — UPPER FLOOR — — - - 3/4" RECESS3'.a1 m FOR ENTRY 5'-2° 51-$" "' 41-011 4'-4" � i 20" H. x 20" W. CONC. MONO FTG. -' I DR / W/13 -'S CONT. KEBABS PROVIDE ` II 3/4" CONDENSATION N 16" Wxlb" DEEP FTG. — — _ • • • • 25 MIN. LAP WHERE SPLICED AND TOGETHER BOTt. OF FTG. ~ -Ij I 1 9 -1 DRAIN PLUMBERI W/ 2 - "5 CONT. • "' 14'-4 CID C�WIRE SHALL BE 12" MIN. BELOW GRADE G.C. VERIFY LOCATION OF I STORY CLEF 2x4 WALL 281-$" VALVE FOR HANDHELD SHOWER I _ _N / 3�� I FOOTING 31-6"x3-6" A/C 4'-2" 3' I" 2'-8" 13'-8" ,� "� S"x8" FTG. W! I - +5 CONT. (TYP. AT ENTRY) 20'-11" 2' I" I'-$" 3'-10" LAV. PAD (SEE MECH. CONTRACTOR -- ■ 5-411 FOR LOC.) - -TILE- HOWER SRECES6 I �. I 11 3.8 I 19 -0II - - - - -j 54 3/4" CONDENSATION A r4l'D.V.C. `" SEAT - ABY. 2'-0" �, 2x6 WALL I v+ DRAIN BY PLUMBER ' \ 5'-61' - I� — DRYS � I WASHER I LAV\ T40_ _ - ■ ■ ■ ■ ■ all C.M,U. WALL ABV. ■ u co ■ ■ ■ ■ ■ ■ ■ - - 13' TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ELEVATION (-) 0'-4" INDICATED ON TPI6 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x36"66" CONC. FOOTING W/ (4)+'5 BARS EACH * * * * * WAY. F=2 12" DEEP x24"44" CONC. FOOTING W/ (3) S BARS EACH WAY. F 3 20" DEEP 60"60" CONC, FOOTING W/ (3) S BARS EACH G WAY WB., I. .I L K cu 8" THICKENED ELEVATION 11 -tee FST'. 1994 r`� -- r LO0 all cM.U.. 00 JMNW „ PITCH ' YI I 0 5 ~ o (1) INDICATES I - +5 VERT. REBAR 3 -0 JN EDGE FOR l-) 0 -31/2 ooh, AIR HANDLER WALL ABV. 2��n I/8" / FT. o co IN MASONRY CELL FILLED ro SHOWER 3/4" CONDENSATION LINES FROM 0 00�� zC42v SOLip W/ CONCRETE. RECE65 W/ I N0. DRAIN BY PLUMBER UPPER FLOOR e VERT. REINF. SHALL BE HOOKED 5 BAR CONT. ? INTO BEAM ABOVE k FTG. BELOW PROVIDE 25" MIN. LAP WHERE 4'-411 4'-0" 41.8" 4411 4'-811 4'-811 3'-8" 4'-2" 2'-4" 31-611 3'-6" 3'-10" 414" 11-411 II_QII GJ SPLICED AND WIRE TOGETHER 521411 9'-0" 13' TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES ELEVATION (-) 0'-4" INDICATED ON TPI6 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 12" DEEP x36"66" CONC. FOOTING W/ (4)+'5 BARS EACH * * * * * WAY. F=2 12" DEEP x24"44" CONC. FOOTING W/ (3) S BARS EACH WAY. F 3 20" DEEP 60"60" CONC, FOOTING W/ (3) S BARS EACH G WAY JOB NUMBER 27002.312 GAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED L K cu 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -tee FST'. 1994 r`� -- r LO0 00 JMNW ' YI I 0 5 ~ o (1) JN L ooh, 0 0 2��n ■■■ o co ro t-�im 0 00�� zC42v JOB NUMBER 27002.312 GAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED -j III In Vortex Engineering, LLC, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FA 52683 - CEA# 28035 - Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED OE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION RW OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5W EDITION). THE EN6INEER HAS NOT REVIEWED THE PRE - EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 511PPLIED TO THE ENGINEER. 5EALED EOR 5TRX TURE ONLY ■r.r■all�.rra.o 12" DEEP 601160" CONC. FOOTING W/ (3) S BARS EACH •� • WAY. on THE FOUNDATION SYSTEM HA6 BEEN DESIGNED U5ING A MINIMUM 25oL 501L BEARING CAPACITY OF 2000-P6F (R401.4. I FBGR). • TITLE • FOUNDATION PLAN FNINDICATE5 I SS 2 S 11111�1�� -FOUNDATION PLAN SH T SCALE: 1/4 : 14" GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -tee FST'. 1994 r`� -- -j III In Vortex Engineering, LLC, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FA 52683 - CEA# 28035 - Paul D. Kidwell, RE, - I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED OE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION RW OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5W EDITION). THE EN6INEER HAS NOT REVIEWED THE PRE - EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 511PPLIED TO THE ENGINEER. 5EALED EOR 5TRX TURE ONLY ■r.r■all�.rra.o 12" DEEP 601160" CONC. FOOTING W/ (3) S BARS EACH •� • WAY. on THE FOUNDATION SYSTEM HA6 BEEN DESIGNED U5ING A MINIMUM 25oL 501L BEARING CAPACITY OF 2000-P6F (R401.4. I FBGR). • TITLE • FOUNDATION PLAN FNINDICATE5 I SS 2 S 11111�1�� -FOUNDATION PLAN SH T SCALE: 1/4 : 14" GARAGE RIGHT 91 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.C.R - 5TH EDITION (2014). ORANGE PEEL (OR SKIP TROWEL) TYPICAL MASONRY STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. WINDOW SCHEDULE O FAMILY ROOM WINDOW WIDTHS ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER 8" COMMON BLOCK COURSE OVER 8" STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: 2011 2111 3111 5311 00 AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) WINDOW CALL -OUTS ati I!4" DRYWALL ENDS ( 2611 12 SH 1/2 32 SH 22 5H 32 SH Vj CONNECTORS AT BASE. T CONC. W/ 1/4). 1 DIA. x 311 APCON5 AT 12" O.C. 36" H. CONTINUOUS AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. CONNECTORS AT BASE, ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: = 39" J 13 SH 1/2 33 5H 23 SH 33 5H IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. a LEDGERS TO BE 24 WITH: 0 51" 14 5H 1/2 34 5H 24 5H 34 5H 0 `! zn CAPACITY ARE ACCEPTABLE. (TYPJ STORAGE UNDER 2x TREADS AND Z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H 11 TREADS AT 10,00'' EACH 1211 s 16 SH 1/2 36 5H 26 5H 36 5H �c G.C. VERIFY MASONRY OPENINGS FOR ALL WINDOWS, w WINDOW SIZES AND INSTALLATION MAY VARY PER 8MANUFACTURER AND SPECIFICATIONS. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CASEMENT- CSMT, OR FIXED GLASS- F.G.). 91 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.C.R - 5TH EDITION (2014). .ARCHWAY(A�TY SCALE: 1/4" = 1'-0" VARIPS (APP PIAN) 0 BOTT. OF LINTEL AT 84" A.F.F. 3'4"64" A/C I 13'4"64" A/C PAD (SEE MECH. PAC) (SEE MECH. I CONTRACTOR I (CONTRACTOR 1 FOR Loc.) I I FOR LOC.) I_ --_-I l.._—_—_I ORANGE PEEL (OR SKIP TROWEL) OPEN TO STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) O FAMILY ROOM 0 ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER 8" COMMON BLOCK COURSE OVER 8" STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: of AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 81' O.C. STAGGERED ALONG THE LENGTH —1/16" O.S.B. OF THE STRINGER (USE PT AT MAB./CONC.). 00 AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) SECTION. ati .ARCHWAY(A�TY SCALE: 1/4" = 1'-0" VARIPS (APP PIAN) 0 BOTT. OF LINTEL AT 84" A.F.F. 3'4"64" A/C I 13'4"64" A/C PAD (SEE MECH. PAC) (SEE MECH. I CONTRACTOR I (CONTRACTOR 1 FOR Loc.) I I FOR LOC.) I_ --_-I l.._—_—_I TRAY CEILING O ORANGE PEEL (OR SKIP TROWEL) CASING STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UND.) O ALL STRINGERS TO BE 2-24 "2 SYP. 0 ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER 8" COMMON BLOCK COURSE OVER 8" STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: of AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCON5 AT 81' O.C. STAGGERED ALONG THE LENGTH —1/16" O.S.B. OF THE STRINGER (USE PT AT MAB./CONC.). 00 AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) SECTION. IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE I!4" DRYWALL ENDS BLOCK FILLED AND REINFORCED WKI) S BAR ALL STRINGERS SPRINGING FROM A FLAT 5UWACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 AT GOAOT TO FLOOR: ATTACH 1 CONNECTORS AT BASE. T CONC. W/ 1/4). 1 DIA. x 311 APCON5 AT 12" O.C. 36" H. CONTINUOUS AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. CONNECTORS AT BASE, ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT JOISTS TO BE 2x8 12 5YP, MIN. AT 16" O.C. EACH END WITH (1) SIMP50N L5TA15 STRAP. THE IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) RAILING 24 02 SYP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END BOTTOM PLATE WITH (2) 51MP60N H2.5 CLIPS. IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" R.5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. a LEDGERS TO BE 24 WITH: RAILING lot (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP60N LU526 HANGERS OR EQUAL. THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER `! zn CAPACITY ARE ACCEPTABLE. (TYPJ TRAY CEILING O ORANGE PEEL (OR SKIP TROWEL) CASING WALL TEXTURE. INTERIOR (COLOR FLOOR PER CSS) FLAT LATEX O KNOCK DOWN (OR SKIP TROWEL) PLAN) CEILING TEXTURE - INTERIOR TM 8" COMMON BLOCK COURSE OVER 8" WHITE FLAT LATEX CEILING PAINT 0C INTERIOR TRIM PAINT TO BE —1/16" O.S.B. SMOOTH FINISH TM WHITE LATEX _ 8" PRE-ENGINEERED CONCRETE LINTEL ro SEMIGLOSS SECTION. DECKING I!4" DRYWALL CA MLI. TOP BLOCK FILLED AND REINFORCED WKI) S BAR ® SCALE: 1/2" = 1411 H. LOW WALL 42" H. 42" H.- RAILING\ RAILING G.C. VERIFY SHIM AS POP-UP OUTLETS REQ,D 1" WALL CONSTRICTION CASING -- BEAM —A FLOOR — 2x STUDS (PER STD. IA PLAN) BASE 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS CABINET —1/16" O.S.B. ® _ 8" PRE-ENGINEERED CONCRETE LINTEL ro BACKING \ DECKING I!4" DRYWALL CA MLI. TOP -NOTE: AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR THRU EXT. WALL \- HANSEN BOX BELOW PRECAST LINTEL FLOOR SYSTEM WALL CONSTRICTION -BEAM LINE OF 6'-8" MIN. - HEAD CLEARANCE -- BEAM —A FLOOR CLG. INSULATION "5 BAR IA - 8" K0. BLOCK FILLED W/lU 5 BAR CONT. OVER SYSTEM 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR, 3/4" PLYWD. ® _ 8" PRE-ENGINEERED CONCRETE LINTEL ro L os� \ DECKING _ 8" LINTELS SHALL BE FILLED, BELOW 6" KD. BLOCK FILLED AND REINFORCED WKI) S BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. 36" H. CONTINUOUS cm 60 CONNECTORS AT BASE, 2x STRINGERS 1000 GRASPABLE FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMP50N L5TA15 STRAP. THE (TYP.) RAILING BOTTOM PLATE WITH (2) 51MP60N H2.5 CLIPS. 3611 H. _ RAILING U I" NOSING I--� — `! zn (TYPJ STORAGE UNDER 2x TREADS AND STAIRS Ix RISERS (TYP) 11 TREADS AT 10,00'' EACH ALL GUARDRAILS AND NAND TATO STAIR SECTION COMPLY WITH 1`5CC 8301 AND TABLE 8301.5 PER F.5-C.R. - 5TH EDITION (2014), * * * * * * * SCALE: I/4" = 1'-0° STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION �c ENCL05ED ACCESSIBLE SPACE UNDER 5TAIR5 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) R302.1 SCALE: I/2" = 1'-0" FLAT HEADER AT 8'-0" AFF. T.011. S4 A.F.F. MAIN PLOOR STRUCTURAL LEGEND WALL CONSTRICTION 8" K0. BLOCK FILLED W/(1) 05 BAR OVER 8" lO - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) CLG. INSULATION "5 BAR IA - 8" K0. BLOCK FILLED W/lU 5 BAR CONT. OVER KNEE WALL. 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR, GROUTED SOLID. ® _ 8" PRE-ENGINEERED CONCRETE LINTEL ro L os� FILLED WKI) BAR. _ 8" LINTELS SHALL BE FILLED, BELOW 6" KD. BLOCK FILLED AND REINFORCED WKI) S BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. PROVIDE (3) 2x6 STUDS W/ (1) 5IMP50N HTT4 cm 60 CONNECTORS AT BASE, - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMP50N L5TA15 STRAP. THE le el JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP60N H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 "2 5YP W/ 1/211065 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON L5TAI2 STRAP, THE JACK -STUDS, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMP60N H2.5 CLIPS, PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.O. 4 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATE51 45 INDICATES 2 "5 rr� HATCHING LEGEND LOAD BEARING A IN5ULATEWALL R - Value Chart WALL CONSTRICTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA60NRY WALLS R 4.1 KNEE WALL. R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED X DAVIS BEWS DESIGN GROVP o� 150 STATE STREET EAST OUXAMR, FLORIDA 39677 80. 925. L300 TEL 813.925.1800 FAX W W WDAVISBEWS.COM TAMPA • E>EIW$P- a EST. 1994 J co °m'�0 ■m m >'-UM L os� 0 �ro� 0 —(�0 IL V CD 3�E cm 60 Q C 410 ZN�et le el • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED III III ��� III III Vortex Engineering, LLC 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813,7044842 FL# 52683 - COM 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES6N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA 5UILDI1,16 (ODE, RESIDENTIAL, (5th EDITION). THE ENGINEER HAS NOT REVIEVeD THE PRE - EN5INEERED TRI,55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING C4NOTION5 AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUGIURE ONLY 0 mz:j- Z O O C) m0 � O � z F— I O L11m) J � Q O � 2582 ; • 77TLE • MAIN FLOOR PLAN NOTING STAIR SEC77ON DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAMR, FLORIDA 39677 80. 925. L300 TEL 813.925.1800 FAX W W WDAVISBEWS.COM TAMPA • E>EIW$P- a EST. 1994 III III ��� III III Vortex Engineering, LLC 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813,7044842 FL# 52683 - COM 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES6N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA 5UILDI1,16 (ODE, RESIDENTIAL, (5th EDITION). THE ENGINEER HAS NOT REVIEVeD THE PRE - EN5INEERED TRI,55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING C4NOTION5 AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUGIURE ONLY 0 mz:j- Z O O C) m0 � O � z F— I O L11m) J � Q O � 2582 ; • 77TLE • MAIN FLOOR PLAN NOTING STAIR SEC77ON DETAILS 291-011 151-011 651-411 REFER TO &EET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE GHTvo 1 X DAVIS BEWS DESIGN GROUP c A 0 1 s� 1 Ou'��c°i� 1 L L °aLL • a1 00 Via^ m5iIII 0� Co _A � 0) ....-7 ---7 J i — J 291-011 151-011 651-411 REFER TO &EET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE GHTvo JOB NUMBER 27002.312 •. CAD FILE NAME LOT 156 7B ISSUED 09-15-17 REVISED X DAVIS BEWS DESIGN GROUP c LID J o r 0 (� 0 —j c') V/ 1 Ou'��c°i� m w N L L °aLL • 00 Via^ m5iIII 0� Co E � 0) rw�m W o o �d-t 082 * T�00 JOB NUMBER 27002.312 •. CAD FILE NAME LOT 156 7B ISSUED 09-15-17 REVISED 111 11.1 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813.704.4842 FA 52663 - CDA# 26035 - Paul D. Kidwell, RL, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA EUILDIN6 CODE, RE51DENTIAL (5th EDITILK THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANN, LAYOUT TO DETERMINE ANY LOAD EEARIN6 C.ONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. '\,-5EALEb FOR 5TRUOTmE ONLY 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST 01.DSMAR, FWPMA 34677 813. 925. L300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 111 11.1 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813.704.4842 FA 52663 - CDA# 26035 - Paul D. Kidwell, RL, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA EUILDIN6 CODE, RE51DENTIAL (5th EDITILK THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANN, LAYOUT TO DETERMINE ANY LOAD EEARIN6 C.ONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. '\,-5EALEb FOR 5TRUOTmE ONLY 2582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.S.C.R - VH EDITION (2014). REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS �zz""IIII 0 L5 a _, N 4 2X4 FRAME WALL R/S 6-0x6-8 51 -PASS BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. FLU514 FRAME TO FURRING BELOW 2-6x6-8 OPEN TO 5ELOW 42" H. RAILING FLUSH FRAME TO FURRING BELOW 2x 2x4 FRAME FRAME WALL WALL 36" H. 4211 H. CONTINUOUS RAILING GRASPABLE RAILING 91.011 CLG. r—� 4211 H. F RAILING M '< X � LAV. W.c. BATH 3 CLG. BATH 2 1 A.H. 1 GPT. TILE g1-011 N0.1� 2-64-8 CLG. �LF 2030 TEMP. 5H. PROVIDE 24"H. A/C HD. AT 11.811 PAN AND DRAIN PLATFORM UNDER A.H.U. G.C. VERIFY MEDICINE CABINETS W/ BEVELED EDGES AT BATH 2 * * * * * 2 - 3050 5H. HD. AT 1'4" O LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. i 2-4x6-8 tE OPT. M.C. OPT, LAV. LAV. --------------------------- rt BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. 91.011 Lh 91.011 24 N. A/C CHASE PLATFORM 1'8x6.8 CLG. — — — R/S R/S LN0.2 �------- 5-0x6-8 2 6x6-8 PROVIDE 51-PA55 PAN AND DRAIN UNDER A.N.U. BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG. -� 3050 SH. HD. AT 1'-8'I * EGIRE55 K1 -- — — — — — — — — — — — — — — — — — — — — — — — — / 1 / / I REFER TO SHEET 252 FOR UPPER FLOOR — PLAN DIMENSIONS I 1 UFPER 1=LOOR 5TRUCT1JRAL LFzGEND TYPICAL WOOD FRAME K 2 w CONNECTORS AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS W/ (l) 51MP50N H74 Uo�o WINDOW WIDTHS �k �c - PROVIDE 2 -PLY 117 " x 12" LVL BEAM NAILED M N ; 20" 2411 3611 411 JACK -STUDS AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. WINDOW CALL -OUTS FLITCH PLATE PIED TO DOUBLE JACK-5TUD5 AT 2 EACH END WITH lU SIMP50N L5TA12 STRAP. 0�_oJ�o 20" H 1818 F.G. 2018 RG, 306 F.G. 4018 F.G. W LJ.- y� 00 N Z G d' = 24" 0 18201=.0. 2020 F.G. 3020 F.G. 4020 F.G. J " 36 1830 5H 2030 5H 3030 5H 4030 5H 3:Z R 1840 5H 2040 5H 3040 5H 4040 5H F4111 Z 1850 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H �c O.C. VERIFY ROUGH OPENIN05 FOR ALL WINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5E1) (51NGLE HUNG -5H; C45EMENT- CSMT, OR FIXED GLA55- F.G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.S.C.R - VH EDITION (2014). REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS �zz""IIII 0 L5 a _, N 4 2X4 FRAME WALL R/S 6-0x6-8 51 -PASS BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. FLU514 FRAME TO FURRING BELOW 2-6x6-8 OPEN TO 5ELOW 42" H. RAILING FLUSH FRAME TO FURRING BELOW 2x 2x4 FRAME FRAME WALL WALL 36" H. 4211 H. CONTINUOUS RAILING GRASPABLE RAILING 91.011 CLG. r—� 4211 H. F RAILING M '< X � LAV. W.c. BATH 3 CLG. BATH 2 1 A.H. 1 GPT. TILE g1-011 N0.1� 2-64-8 CLG. �LF 2030 TEMP. 5H. PROVIDE 24"H. A/C HD. AT 11.811 PAN AND DRAIN PLATFORM UNDER A.H.U. G.C. VERIFY MEDICINE CABINETS W/ BEVELED EDGES AT BATH 2 * * * * * 2 - 3050 5H. HD. AT 1'4" O LOFT 11'-0"x14'-4" 9'-0" FLAT CLG. i 2-4x6-8 tE OPT. M.C. OPT, LAV. LAV. --------------------------- rt BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. 91.011 Lh 91.011 24 N. A/C CHASE PLATFORM 1'8x6.8 CLG. — — — R/S R/S LN0.2 �------- 5-0x6-8 2 6x6-8 PROVIDE 51-PA55 PAN AND DRAIN UNDER A.N.U. BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG. -� 3050 SH. HD. AT 1'-8'I * EGIRE55 K1 -- — — — — — — — — — — — — — — — — — — — — — — — — / 1 / / I REFER TO SHEET 252 FOR UPPER FLOOR — PLAN DIMENSIONS I 1 UFPER 1=LOOR 5TRUCT1JRAL LFzGEND PROVIDE (3) 2x4 5TUD5 W/ (1) 51MP50N HTT4 K 2 w CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (l) 51MP50N H74 Uo�o CONNECTORS AT BASE. Og - PROVIDE 2 -PLY 117 " x 12" LVL BEAM NAILED M N ; TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. N FROM EACH PACE, ANCHORED TO DOUBLE 2 JACK -STUDS AT EACH END WITH (2) 51MP50N M5TA30 STRAPS. 10 - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/211058 Lm FLITCH PLATE PIED TO DOUBLE JACK-5TUD5 AT OQLL EACH END WITH lU SIMP50N L5TA12 STRAP. EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 24 + OYP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N L5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON H2B CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTEL5 LONGER THAN 61-011 FOR 1-DAY6 AFTER GROUTING. U STRUCTURAL NOTES 0 ALL LVL'S TO BE Pb -2950 PSI MIN, ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROOF LINES CHANGE W/ ALT, ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 3D, 3E, AND 3F FOR CORRESPONDING ROOF LINES. * * * * * * * * CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50YE THE FINISHED GRADE OR SUIRFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OP A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER P.S.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.C.R - 5TH EDITION (2014) 83122 UPPER FLOOR PLAN NOTES GARAGE RIGHT to U • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED ou K 2 w (z) DAVIS BEWS DESIGN GROVP C0 150 STATE S' PLFE EAST OW MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Uo�o orJ M N ; N 2 N Lm Lm OQLL o 0�_oJ�o Eu.Y 06 LJ.- y� 00 N Z G d' U • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED ou ��1 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St, Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEI•ED THE ATTACHED DES SK AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE51DENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED TI -E PRE - EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING C.ONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALED FOR 57RUGTURE ONLY 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS (z) DAVIS BEWS DESIGN GROVP 150 STATE S' PLFE EAST OW MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ��1 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St, Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEI•ED THE ATTACHED DES SK AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE51DENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED TI -E PRE - EN6INEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING C.ONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALED FOR 57RUGTURE ONLY 2582 • TI TLE • UPPER FLOOR PLAN NOTES DETAILS NOTE: ROOF LINES CHANGE W1 ALT. ELEVATIONS, REFER TO ROOF FLAN6 ON SF EETS 35,3C, 31), 3E, AND 3F FOR CORRESPONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED X w DAVIS BEWS DESIGN GROW Q 150 SPATE ST FLEE T FAST OLDWAR, FLORIDA 34671 813.925.1300 TM 813.9'25.1800 FAX W W W.DAVISBEWSfiAM TAMPA • DENVER.. EST. 1994 - O Jct%ih0 crN� 2w co 0 r >> JN ` L °��. o oo 0—t C0 drol C'i L J O 4000 ldr. . ■ T ZN�lot • • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED 111 111. ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St„ Sulte 103 Plant City, Rorlda 33563 813704,4842 FL4 52683 - COO 28035 - Paul D. Kidwell, RE. - I HERESY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE KITH SECTION R501 OF THE FLORIDA SUILDIN6 CODE, RESIDENTIAL (5th EDTIOW. THE ENGINEER HAS NOT REVIEHED THE PRE- . EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD SEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �5EALED FOR STRUGTURE ONLY 0 d' Z OC:) C) ry,14 m C)e 0 O 5m z � O Ln J OO • TITLE • UPPER FLOOR PLAN DIMENSIONS 282 : DAVIS BEWS DESIGN GROW 150 SPATE ST FLEE T FAST OLDWAR, FLORIDA 34671 813.925.1300 TM 813.9'25.1800 FAX W W W.DAVISBEWSfiAM TAMPA • DENVER.. EST. 1994 - 111 111. ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St„ Sulte 103 Plant City, Rorlda 33563 813704,4842 FL4 52683 - COO 28035 - Paul D. Kidwell, RE. - I HERESY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE KITH SECTION R501 OF THE FLORIDA SUILDIN6 CODE, RESIDENTIAL (5th EDTIOW. THE ENGINEER HAS NOT REVIEHED THE PRE- . EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD SEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �5EALED FOR STRUGTURE ONLY 0 d' Z OC:) C) ry,14 m C)e 0 O 5m z � O Ln J OO • TITLE • UPPER FLOOR PLAN DIMENSIONS 282 : 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAI5EID ETSAN[) FIN16H TEXTURED BANDING LE 3/411 1 " THICK NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE65 OF ALL RA16ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER P.5-C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER P.5-C.R. - 5TH EDITION (2014) R103.62 AND A51'M C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN16WED 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 F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A6TM F 2090 PER P.B.C.R - 5TH EDITION (2014) 83122 PLT. HT. 4" BANDING (TYR) 1'-4" W. x 5411 H.— DECORATIVE FIXED SHUTTERS 4" BANE)ING ---- (TYR) SECOND P.F. LINE _ T.O.M. 8" BANDING ---- _ 4" BANDING ---� TEXTURED -- o1O FINISH MAIN F.F. LINE _ w GRADE LINE (ASSUMED) 6 I� 4INGLE 12 6 ROOF G.C. VERIFY 12 ALUMINUM OVER 6% SHINGLE 2x6 5UB-FASCIA ROOF irvnlrnl t_ L STUCCO L STUCCO FINISH7 FINISH i 6 12 6 12 E SHINGLE E SHINGLE ROOF ROOF 9 411 BANDING—' DOOR SURROUND NOTE: ALL BANDING 16 TO BE RAISED SAND FINISH 12 Q6 FRONT ELEVATION SCALE: 1/4" - 1411 PLT. HT. , I'-4" W. x 5411 H. DECORATIVE FIXED SHUTTERS b r' SECOND F.F. LINE T.O.M. 8" BANDING COACH LIGHT TEXTURED FINISH MAIN FE. LINE GRADE LINE (A56UMED) ELEVATION TRADITIONAL - "A" rrir�• • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15— 17 REVISED K to w DAVIS BEWS DESIGN GROVP r- 0 J0�O — a EST. 1994 ��.:�... 0 J000n� 1 00 2 (0M J 14 66 ao: 00 � V 'Q h 0 —�enC 0 l LL ro -J m 0O0(dh +� Zc�vLd' rrir�• • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15— 17 REVISED 111 iii iii Vortex Engineering, LLC 607 S, Alexander St„ Sulte 103 Plant Clty, Florlda 33563 813704,4842 FL# 52683 - CCA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES SN AND FIND IT TO BE IN COMPLIANCE WITH SECTION P30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEHED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RI6HT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER: SEALED FOR STRUCTURE ONLY iwrir•1 2 on 50/ • TI TLE ••..� • FRONT ELEVATION DETAILS DAVIS BEWS DESIGN GROVP 150 SLATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.WS. 1800 FAX W W W.DAWSBEWS.COM TAMPA • DE 4VM — a EST. 1994 ��.:�... 111 iii iii Vortex Engineering, LLC 607 S, Alexander St„ Sulte 103 Plant Clty, Florlda 33563 813704,4842 FL# 52683 - CCA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES SN AND FIND IT TO BE IN COMPLIANCE WITH SECTION P30I OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEHED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RI6HT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER: SEALED FOR STRUCTURE ONLY iwrir•1 2 on 50/ • TI TLE ••..� • FRONT ELEVATION DETAILS 11/2" THICK SAND FIN15N KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING rp�G O U4 1.0 Ys � 3/411 THICK � V�4:12 6:12 I -2 ------- ---------- 6:12 � �.� I �f If yA I I I I I I I I I � I I 6:12 ' }per 6:12 I I I I I I I I I I I I I I LANAI 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, UPPERROOF�� 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 ET FREE AREA PER VENT. A iI *****OF N*** NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 16 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$.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103b2 AND ASTM C T6. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 14" CLEAR OPENING NEIGNt5 �Jc IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UFFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALT. NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A51M F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 SCALE: 1/8" - 1'-0" 12 GIRDER 6� TRUSS 6:12 GIRDER C DAVIS BEWS DESIGN GROVP I I -� EST: 1994 ROOF TRUSSES TRUSS I oyMM 12 6D AT 24" O.C. (TYPICAL) PLT. HT. �6 Ln 0 0 -too zSTUCCO F1 ®❑ ------�\--------- fI 6 1� LBNINGLE -STUCCO FINIS I I-------------------- BR. 3 L VOLUME SHINGLE --STUCCO 12 FINISH TRUSS ROOF TRUSSES AT 24" O.C. 0 0 n LJ 4 ROOF 8" GARAGE ROOF -- FLOOR SYSTEM --- a' BEAM VENT REQUIREMENTS CONC. 2 CAR GARAGE u KI 1 GATHERING ❑ LANAI uNTEL Z EXTURED = rp FINISNFINISH f VENTILATION CALCULATIONS I ING FINISH 7 FINISH � f SECTION AA ATTIC AREA = 529 SQ. FT. 1300 =1.76 SQ. FT. MAIN FF. LINE TYP. SCALE: 1/6" = 1'-0" X 144 = 254 SQ. IN. MAIN FF, LINE OVERHANG Q6 I I GRADE LINE (ASSUMED) L AT HIP j j yib 12 HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. Q6 (UN.0) �e # UPPER 2/3 ROOF VENTS REQUIRED =1 PLT. HT. I I I 1 1 I I TOTAL SOFFIT VENTILATION NEEDED 5 SQ, FT. FINISH ROOF PLAN AA NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 16 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$.C.R. - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R103b2 AND ASTM C T6. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 14" CLEAR OPENING NEIGNt5 �Jc IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UFFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALT. NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F$.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A51M F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 SCALE: 1/8" - 1'-0" PLT. HT. ROOF —" PLT. HT. STUCCO /STUCCO FINISH FG. FG. * FINIS N7 0'7 SECOND FF. LINE 4L� - SHINGLE 811 SECOND FF. LINE T.OM. ROOF TEXTURED TEXTURED FINISH a FIN15H MAIN FF. LINE TEMP. MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/6" -- 1411 12 GIRDER 6� TRUSS Qb GIRDER C DAVIS BEWS DESIGN GROVP 12 6� SHINGLE ROOF7 -� EST: 1994 ROOF TRUSSES TRUSS oyMM 12 6D AT 24" O.C. (TYPICAL) PLT. HT. �6 Ln 0 0 -too zSTUCCO F1 ®❑ ❑ 2 STORY �- Ac 0) 6 1� LBNINGLE -STUCCO FINIS GIRDER 6 12 BR. 3 L VOLUME SHINGLE --STUCCO 12 FINISH TRUSS ROOF TRUSSES AT 24" O.C. 0 0 n LJ 4 ROOF 8" (TYPICAL) -- FLOOR SYSTEM --- a' BEAM ° CONC. 2 CAR GARAGE u KI 1 GATHERING ❑ LANAI uNTEL Z EXTURED = rp FINISNFINISH f I ING FINISH 7 FINISH � f SECTION AA ° MAIN FF. LINE SCALE: 1/6" = 1'-0" MAIN FF, LINE 6 1� Q6 GRADE LINE (ASSUMED) L (ASSUMED) 12 ROOI`LE R /7 Q6 SHINGLE ROOF PLT. HT. PLT. HT. /STUCCO TEMP. `-STUCCO FINISH _ c° +– FINISH 7 «� * �l *- SHINGLE ROOF �,/ 12 LSNINGLE Q6 SECOND FF. LINE SECOND FF. LINE _ N SECO D F.F. LINE _ 8 I2 _SECOND Q6 ROOF;7 FF. LINE T.O.M. _ T.O.M. -TEXTURED TEXTURED b TE FINISH MPB FINISH MAIN FF. LINE MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" = I'-011 12 6 ZSHINGLE 12 Q6 ROOF6 E ----- SHINGLE PLT. HT. ROOF —" PLT. HT. STUCCO /STUCCO FINISH FG. FG. * FINIS N7 0'7 SECOND FF. LINE 4L� - SHINGLE 811 SECOND FF. LINE T.OM. ROOF TEXTURED TEXTURED FINISH a FIN15H MAIN FF. LINE TEMP. MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/6" -- 1411 RIGHT ELEVATION ELEVATION TRADITIONAL "All- GARAGE A"GARAGE RIGHT 6 12 L �6 X C DAVIS BEWS DESIGN GROVP 12 6� SHINGLE ROOF7 -� EST: 1994 12 SHINGLE oyMM ROOF PLT. HT. Ln 0 0 -too zSTUCCO �- Ac 0) 6 1� LBNINGLE -STUCCO FINIS ;= FINISH 7 SHINGLE --STUCCO 12 FINISH SECOND FF. LINE_ ROOF 811 SECOND FF. LINE ROOF 8" SECOND FF. LINE _ T.O.M.T.oM. ° TEXTURED Z EXTURED = Z EXTURED Z EXTURED = FINISNFINISH f 0�,' FINISH 7 FINISH � f ° MAIN FF. LINE MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION ELEVATION TRADITIONAL "All- GARAGE A"GARAGE RIGHT JOB NUMBER 27002.312• CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED X C DAVIS BEWS DESIGN GROVP 1 Oo�o -� EST: 1994 0Jc(\� oyMM /11111 0 " Ln zyJcv Ln 0 0 -too ■TIO0 -j C O �- Ac 0) � m y� ooro� T ZN It JOB NUMBER 27002.312• CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED III 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 OE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE ENGINEERED TRU59 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR STRUCTURE ONLY 0 qc:*- Z CD � CD m Me, � O o � z � O Ln J >= C:) VO Oki 2582 • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION C DAVIS BEWS DESIGN GROVP 150 SPATE STR,F..ET BAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W WnAVISBEWS.C.OM TAMPA • DENVER -� EST: 1994 III 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 OE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE ENGINEERED TRU59 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED EOR STRUCTURE ONLY 0 qc:*- Z CD � CD m Me, � O o � z � O Ln J >= C:) VO Oki 2582 • TITLE • SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION u� BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING "SOF MATERIAL PER :NATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS 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 WATERPROOF MEMBRANE Milli 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA, JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �TyF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER �PPSILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) 5� 5� CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY 1N CORNERS RESISTIVE THROUGH FLASHING BARRIER OPTION - A WEATHER / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE � SILL PLATE FLASHING 2 WOODEN (ASSEMBLED /-FLASHING -\ SIDING WINDOW) / y 2 ,� i FLASHING SILL PLATE SEE NOTE #2 FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING HEAD FLASHING TIE-IN NAILING FLANGE NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS 15/32 O.S.B. SHEATHING FOR INFORMATION NOT SHOWN. BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z TRUSS FLASHING TO EXTEND 36" FLASHING UNDER S.G.D. AS SHEATHING W/- EXTERIOR FINISH BUILDING WRAP BEYOND 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE4" -1" BEAD OF PROVIDE FLASHING I BOOT AT POSTS 1 CONST. ADHESIVE TO BE APPLIED rlWATERPROOF MEMBRANE WATERPROOF MEMBRANE V�;tt I I CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR LAPPING DOWN OVER RIM JOIST 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND UP WALL BY 6" SEE STRUCTURAL FOR J * cym .46 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALi CONNECTORS EXTERIOR FINISH WATER PROOF CAULKING L I 11 1 � PER BUILDER 8' CMU BLOCK `a'^ SEE STRUCTURAL PROVIDE SELF ADHERED TYPICAL FLASHING AT 1 '"ka FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE Milli 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA, JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �TyF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER �PPSILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) 5� 5� CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY 1N CORNERS RESISTIVE THROUGH FLASHING BARRIER OPTION - A WEATHER / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE � SILL PLATE FLASHING 2 WOODEN (ASSEMBLED /-FLASHING -\ SIDING WINDOW) / y 2 ,� i FLASHING SILL PLATE SEE NOTE #2 FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING HEAD FLASHING TIE-IN NAILING FLANGE NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FLOOR FOR INFORMATION NOT SHOWN. C: x 0 2X EXT WALL TRUSS FLASHING TO EXTEND 36" ESI :1994 F.= SHEATHING W/- EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING I BOOT AT POSTS STUCCO STOP rlWATERPROOF MEMBRANE WATERPROOF MEMBRANE V�;tt I I FLOOR SHEATHING /i- FLASHING. 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, FMAANDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS FLOOR I I C: x 0 DAVIS BEWS DESIGN GROVP TRUSS I ESI :1994 F.= 0 JMhW f I 2X8 TRIM BOARD MM v! ONf�m I STUCCO "J" MOLD PROVIDE SELF ADHERED L L a8LL SHEATHING FLASHING 00 -0 LAPPING DOWN OVER RIM JOIST jLY AND UP WALL BY 6" SEE STRUCTURAL FOR J * cym .46 CONNECTORS FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK `a'^ SEE STRUCTURAL TYPICAL FLASHING AT BALCONY 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, FMAANDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED C: x 0 DAVIS BEWS DESIGN GROVP r Lo J�LO ESI :1994 F.= 0 JMhW MM v! ONf�m 6. 5 >.JM L L a8LL 00 -0 0 C 0 jLY J * cym .46 0p�h }� ZN�ov • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED 0 2582 ; • TI TLE • FLASHING DETAILS .3 T 3 . DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W WnAYISBEWSCAM TAMI"A •DENVER ESI :1994 F.= 0 2582 ; • TI TLE • FLASHING DETAILS .3 T 3 . /. -SHEATHING TEXTURE ,,,,--FIN15H COAT —RRO% COAT ,,,---SCRATCH COAT /--•- 5ELF-FURRING LATH TWO LAYERS WRB —DEEP 5CREED _---TERMINATE SELF ADHESIVE FLASHING AT LOWER N05E 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 �. ���1� ° DO NO'I ..,, , BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) �,— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Pt A 1L SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING INSTRED NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE ° / DETAIL WP02) / • SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 11 ASPHALT SEALANT: I I �y�/i,'%- CONT. GALV. L EXTEND MIN. OF 6" ///��� .-- FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING / MANUFACTURES EXTER. WALL FINISH �� SPECIFICATIONS ROOF CRICKET. v/ MIN: 3:12 SLOPE (PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF j > :'"•'°;. BY PLAN LOCATIONS) AT ENTRY 6„ SHINGLE OVER ,, ;::::':':•: FLASHING W/ TAR ...5.:..5••:4 .:•':^:•:': \ CEMENT PLASTER IN --' ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR DIVERTER FLASHING VAI ' /'AV 6" DRIP EDGE - FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH V, n e 411.111, .: ri e'1.L' : ey:11'?` t�r.:t .L' e� n' i:' : �. '•' ati aK :: HOLD EXTERIOR :::% ed et e :% +ti iirt ,: � A A A ZN w : w e A' Z% I% A FINISH 2" ABOVE �: ` 4:r:?tint ROOF r �A.Ax,,ta.;LA %I ::' FLASHING t K N. ,+M1 +c,•, CAULKING :.;t \ ✓ot 7„ Y::4°'' ` �\ J J• 'L• e�' e� ty,' Y ,•r ' • ` tJr tY5 tY 5 Yi FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT - --DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL " SCORED CONT. GALV. "L" — RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE TRIMMED SHINGLE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE 1 VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) 0 THRESHOLD OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED om .2 r. N UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS L L a°iL COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. O Oen PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER SHEDDING LAPS OVER BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR EXTERIOR DOOR WITH DECK INSIDE CORNER DIVERTER FLASHING VAI ' /'AV 6" DRIP EDGE - FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED PAINTED EXTERIOR WALL FINISH V, n e 411.111, .: ri e'1.L' : ey:11'?` t�r.:t .L' e� n' i:' : �. '•' ati aK :: HOLD EXTERIOR :::% ed et e :% +ti iirt ,: � A A A ZN w : w e A' Z% I% A FINISH 2" ABOVE �: ` 4:r:?tint ROOF r �A.Ax,,ta.;LA %I ::' FLASHING t K N. ,+M1 +c,•, CAULKING :.;t \ ✓ot 7„ Y::4°'' ` �\ J J• 'L• e�' e� ty,' Y ,•r ' • ` tJr tY5 tY 5 Yi FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT - --DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACTFlool RSO°E METAL DRIP EDGE TO ,y/-,)~0 BE UNDER UNDERLAYMENT AT �FgFgoqo c�F ROOF EAVES Sj r2 a, 0- "1 oEGK l q TYPICAL ROOF TO Rltio�'�0 z's� � � uN���`P�\ �� A,�NouPP WALL FLASHING DETAIL Fqq �,I,rOO,c \A rl 5� 10 1,0015s �sE 2Np 1ST o° \ r RAKE METAL DRIP EDGE 70 TO BE OVER s' 2 „ `--- EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 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 CONT. GALV. "L" — CUT 2" DIAGONALLY OFF UPPER CORNER OF FLASHING PER TRIMMED SHINGLE / CUT SHINGLES 2" BACK FROM MANUFACTURES VALLEY CENTERLINE 0 SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED om .2 r. N UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS L L a°iL COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. O Oen PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACTFlool RSO°E METAL DRIP EDGE TO ,y/-,)~0 BE UNDER UNDERLAYMENT AT �FgFgoqo c�F ROOF EAVES Sj r2 a, 0- "1 oEGK l q TYPICAL ROOF TO Rltio�'�0 z's� � � uN���`P�\ �� A,�NouPP WALL FLASHING DETAIL Fqq �,I,rOO,c \A rl 5� 10 1,0015s �sE 2Np 1ST o° \ r RAKE METAL DRIP EDGE 70 TO BE OVER s' 2 „ `--- EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 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 REMOVE -' / FIGURE 4: VALLEY DETAIL 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" Q.S.B. SHEATHING ---- ---- METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED �u MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SCALE: NOT TO SCALE SLAB OPTIONAL DETAIL )UBLE JOIST TAM BELOW SELF -ADHERED FI V IVIIIY *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING. DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. CUT 2" DIAGONALLY OFF UPPER CORNER OF K TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM rLo Oona VALLEY CENTERLINE REMOVE -' / FIGURE 4: VALLEY DETAIL 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" Q.S.B. SHEATHING ---- ---- METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED �u MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SCALE: NOT TO SCALE SLAB OPTIONAL DETAIL )UBLE JOIST TAM BELOW SELF -ADHERED FI V IVIIIY *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING. DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STPLEE T EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.9'25.1800 FAX W W WnAVL%EWS.CAM TAMPA • DENVER K rLo Oona 0 J0hF) U cgN~ 0�:� %1M om .2 r. N L L a°iL O Oen 0-a EO LL Y C4 C4 LJ. -.t0 o tcctln . ■ T� 0020 ZNL� • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED �rimuwni�iwwrwrwir�wr�wnrrrrwwiriroww�i 2582 0 • TI TLE • FLASHING DETAILS II0 3T4 0II DAVIS BEWS DESIGN GROVP 150 STATE STPLEE T EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.9'25.1800 FAX W W WnAVL%EWS.CAM TAMPA • DENVER ­­� EST. 1994 - �rimuwni�iwwrwrwir�wr�wnrrrrwwiriroww�i 2582 0 • TI TLE • FLASHING DETAILS II0 3T4 0II L CTfRICAL < )� 0 DUPLEX CONVENIENCE OUTLET A/C DUPLEX OUTLET ABOVE COUNTER ra o .P. WEATHERPROOF DUPLEX OUTLET TVP, �O&F,. GROUND FAULT INTERRUPTER DUPLEX OUTLET M4 AND M2 COPPER TO INSIDE j HALF -SWITCHED DUPLEX OUTLET AND OUTLETS PANEL SPECIAL PURPOSE OUTLET MO COPPER TO DUPLEX OUTLET IN FLOOR WATER HEATER 220 VOLT OUTLET 06 COPPER TO RANGE WALL SWITCH GROUND ROD ALSO SERVICE TO BE BONDED 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH .■ $ D DIMMER SWITCH T CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST PAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) W.P. <, ROUGH -IN FOR OPT. CEILING PAN GF.I v J <11 15 CEROUN-IN POOR INCANDESCENT LIGHT FIXTURE W/ PAN1 3'-6"x3-6" A/C I 13'-6"x3-6" A/C i G_NkJ PAD (SEE MECH. PAD (SEE MECH. I CONTRACTOR I (CONTRACTOR NOTES" FOR LOC) I I FOR LOC) 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED L — — — J L ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE A/C FOLLOWING HEIGHTS ABOVE FNISHED FLOOR: DISC0K SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION. ..1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING MOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION MOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GP -U 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN DILL COMPLIANCE WITH N.F.PA.10, NE.C. 2011, - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5UFNIING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAM MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALAWS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED PROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARNI MONOXIDE ALAR IS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIMP TESTING LABORATORY. MAN DISCONNECT (METER WM50 - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDE%ROUND SERVICE 5Y POWER COMPANY THRI EXT. WALL 4/0 ALU. CABLE x m A/C DAVISEWS D1�VIS SEWS DESIGN GROVE ra o DISC. TVP, [::LIGHTS M4 AND M2 COPPER TO INSIDE T 0 *5 AND OUTLETS PANEL N T ro N MO COPPER TO °o�M WATER HEATER =�n 06 COPPER TO RANGE 04 COPPER r0 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MICROWAVE OUTLET +14" WF. G.F.I. FOR T116. SERVICE COACH LIGHT 1 I I COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY LOCATION FOR CEILING PAN PRE -WIRES MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT le U =0� 1 • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED x m DAVISEWS D1�VIS SEWS DESIGN GROVE ra o 150 ST'A'TE STREET EAST aosMA>z, FLORIDA 34b77 813..925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER O -1��0 J //� T 0 *5 Y/ �IIIO N T ro N 66 °o�M 00 =�n a 0-jCO E "carN �J.- C 00 .■ Z N d T =0� 1 • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED 2582 • T/ TLE • MAIN FLOOR ELEC. PLAN DAVISEWS D1�VIS SEWS DESIGN GROVE 150 ST'A'TE STREET EAST aosMA>z, FLORIDA 34b77 813..925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER ->�.� EST. 1994 2582 • T/ TLE • MAIN FLOOR ELEC. PLAN DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER r. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HAV -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE i(Q• RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN { EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sn SMOKE DETECTOR s� SMOKE / CANON MONO. COMBO DETECTOR I <j TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) (Jt" THERMOSTAT 0 ELECTRIC METER Aw ELECTRIC PANEL —•� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c117 ROUGH -IN FOR OPT. CEILING FAN J v c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGN-IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.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., 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK RS IN FULL COMPLIANCE WITH N,F.PA.10, N,E.C.2011, F.BC.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL. CAIN MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. BEDROOM 2 ROUGH -IN \ �i FOR OPT. FANLIGHT \ J \ ROUGH -IN FOR OPT. I FANLIGHT G` \ /> IJ DOWN DOWN TO TO SWITCH SWITCHES G.C. VERIFY LOCATION OF , J (4) RECESSED CAN LIGHTS ;Qf0' SD CM SD � � LIGHT FWD � (. SWITCH IN ATTIC BATH 2 FLOOR OUTLET G.C. VERIFY (VERIFY LOCATION) ELECTRICAL OUTLET FOR SCREEN T.V. ROUGH -IN < \ /i FOR OPT. FAN/LIGHT J LOFT BATH 3 HORIz—' MAKE-UP LIGHT A.H.- DISC. m IN FOR OPT. \> FANvGwT BEDROOM 3 i i 1v \ /> ROUGH -IN FOR OPT. FANILIGHT BEDROOM 4 //--_-_-- I --------------- X// G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED x I �.•- DAVIS BEWS DESIGN GROVP T - 0 150 STATE STREET EAST OLDfiMAR, FWRIDA 34677 813.97.8.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA ♦ DENVER EST. 1994- 1 0 .j co 0 � �N Y/ co rrrw N r co Q D La 00 ° °,a h 9 co _0 3o �- W W rca N J �m 0 h O ZN�r • JOB NUMBER 27002.312 CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED 2582 • 77 ME • UPPER FLOOR ELEC. PLAN I �.•- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDfiMAR, FWRIDA 34677 813.97.8.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA ♦ DENVER EST. 1994- 2582 • 77 ME • UPPER FLOOR ELEC. PLAN I ;1�pjll 141=411 FLOOR TRUSSES ROOF TRUSSES_ FRAMING FA6TENER GAPAGIti LEGEND �j 51MP50N MT5M16, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. 12 SIMPSON HIO - l8) 8d X 11/2" (TYP. 5YP FRAME) FRAME TO MASONRY) (THE POLLOWING SHALL A101FLl' U.N.O.) 6IMP50N METAIB-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 51MP50N MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) O 6IMP60N M5TAM24 - (9)1& w/ (5)1/4" x 21/4" TITEN (TYP. 14 5IMP50N L6TAI8 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN ® SIMPSON LTT205 - 110)-10d + 1/2" x 10" AB (TYP. FRAME TO 15 SIMP50N WT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O5IMP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 51MP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 18 NOT AN ACCEPTABLE © SIMPSON HTT4 - (1) 5/8" dia. A.B. + 18-16d BOLT IN SIMPSON SET 1`I (2) 51MP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MASONRY K.O. FRAME) BLOCK SET, (TYP. SYP FRAME TO MASONRY) 18 (2) 51MP50N HT620 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O SIMPSON MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN 51MP50N SET EPDXY. (TYP 2 -PLY 19 51MP5ON 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRU65 HEEL TO MASONRY) (39650) ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO), ALTERNATE EQUAL OR BETTER ® SIMPSON MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" 20 (3) 5IMP60N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY K.O. BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) SIMPSON MSTAM 36 - (4) I/4 x 21/4" TITEN TO BLOCK AND 1-11 21 (4) 51MP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. SYP FRAME TO FRAME TO FRAME ALL-AROUND) SIMPSON LGT3-51)5 2.5 (12)-SD51/4" x 2" INTO GIRDER AND (4) 3/8"22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. UNO AT FLOOR SHEATHING SUPPORT A7 MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A (TYP. FOR 3 -PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES IMPSON HTT5 - (1)5/8" DIA. A.B.+ 26-16d BOLT IN 6IMP50N SET � MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 1NOT, AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 FOXY, EMBED A.B. 5" (MIN) INTO CONCRETE OR 121' (MIN.) INTO 24 51MP50N HT5MIb - (8)10d w/ (4)1/42 1/4 TITEN (TYP. 5YP FRAME TO MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 10 6IMP60N HGT-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 6IMP50N MSTCM40 W/ (14)-16d SINKERS AND (10) " x 2 " TITEN INTO MA50NRY K0. BLOCK 12" (MIN) SET BOLTS IN SIMP50N SET 6CREW5 EPDXY. (TYP 5,Y.P. FRAME TO MASONRY) SIMPSON MSTCM60 Wl l26) -16d 51NKER5 AND (14)1i x 2 ° TITEN (D 6IMP50N HGT-3 (3 ply member) - (2) 3/411DIA. A.B.+ (16)10d EMBED A.B. INTO MA50NRY K0. BLOCK 12" (MIN) SET BOLTS IN 6IMP50N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 2r SCREWS a NOTES: 1, TRU66E5 ARE 5HOUN A5 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 NRP05ES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED. PROFE66IONAL ENGINEER T u55 DE5IGN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL. UN!_E55 NOTED OTHERU15E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 (AT EACH ) W/ (1)10d x 1-1/2" (UND.) 2; ALL TWO STORY MA50NRY /� TO TRU55 CONNECTIONS TO BE 6IMP60N HETA20 (32" O.G. M�9� 10d x 1-1/L" ("'5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*,) (UN.O.) 3. ALL FRAME TO TRUSS CONNECTIONS TO " I O BE SIMPSON HIDA W/ (16)10d x 1-1/2 OR 51MP50N PT520 W/ (24)10d 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 SU55TITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5 FOR FULL CAPACITY 5PECTIVELY, U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGH 5PECIFICATION FOR LEPCxE1R5 (THE POLLOWING SHALL A101FLl' U.N.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SI=T AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE U '-o o� SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN ..1MI�� LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD 0611 O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE 0Nti O y � M NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 18 NOT AN ACCEPTABLE T i'J SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMP50N HU/HUG28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO), ALTERNATE EQUAL OR BETTER co CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/811 DIA. x 8" A.B. AT 12" O.C. STAGGERED U/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING _oma Y 01 OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F CLF) - 2x8 PT W/ 5/8" DIA. x 811 A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT A7 MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A cro N L LY d' REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 1NOT, 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 W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD 11(o11 O.C. MAX.) W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D, HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY _ OR 3 PLY HANGERED TRUSS ATTACHMENT, 5PECTIVELY, U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS GARAGE RIGH • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED 111 111 ' 111 ��� 111 111 Vortex Engineering, LLC, 607 S. Alexander St., Suite 103 Plant City, Florlda 33563 813,704.4842 FL# 52683 - C0A# 26035 - Paul D. Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N AND FIND IT TO BE IN f.OMPLIANCE WITH SECTION WI OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6ES AFTER TRUSS LOAD INFORMATION 155UFPLIED TO THE ENGINEER. 5EALED FOR STRUCTURE ONLY c c Drovoo 0 c) 37 lN`NNNN­ I 04JD 0 L J Noma 2582 • TITLE • TRUSS STRAPPING PLAN �II�1•MI�.IIAA�W�IIIIII�I • SHEETTR 11. Ou • K m U '-o o� 0 ..1MI�� 0Nti O y � M L T i'J L 110 25 LL 0.0 :2 1, -d1, co 3�ELL _oma Y 01 C _0c4 l - m �o ..■ T cro N L LY d' • JOB NUMBER 27002.312 • CAD FILE NAME LOT 156 TB ISSUED 09-15-17 REVISED 111 111 ' 111 ��� 111 111 Vortex Engineering, LLC, 607 S. Alexander St., Suite 103 Plant City, Florlda 33563 813,704.4842 FL# 52683 - C0A# 26035 - Paul D. Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES 6N AND FIND IT TO BE IN f.OMPLIANCE WITH SECTION WI OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6ES AFTER TRUSS LOAD INFORMATION 155UFPLIED TO THE ENGINEER. 5EALED FOR STRUCTURE ONLY c c Drovoo 0 c) 37 lN`NNNN­ I 04JD 0 L J Noma 2582 • TITLE • TRUSS STRAPPING PLAN �II�1•MI�.IIAA�W�IIIIII�I • SHEETTR 11. Ou • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/6" STUCCO OVER 1/16" 058 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52, PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES 5PECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RE5PON515ILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRU55 MANUFACTURER'S COMPONENTS S THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED U51NG THE M05T RECENT TPI CRITERIA, TRU66E5 TO BE HANDLED 4 INSTALLED USING MOST RECENT SCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT 5C51 RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN 5TRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 5PECIFICATION5 IN ANY OTHER PART OR PORTION OF THE PLAN 5ET, PRECAST CONCRETE COMPONENTS: • PRE-CA5T 4 PRE-5TRE86ED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT 15 REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURE RODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION P RP05 S ONLY. • THE INFORMATION SHOWN IS THE RE5P0N6I5ILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN IN5TALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE 5EALED PLANS. •• NOTE: ENGINEER OF RECORD HA5 NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALL5 4 KNEE WALL5 SURROUNDING 5TAIRWELL5 ARE TO BE FRAMED - 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. 2 STORY HOMES W/ HABITA LE ROOM ABOVE GARAGE_ ALL GARAGE CEILING TO BE 5/S" TYPE "X" DRYWALL A^_ RAMS GARAGE W,,41-1-5 TO B 1/2" F_)F,-T-WALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING 5PACE MUST BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE rt/S" 5TUCCO OVER 15/32" 058, ROOFING 4 FLASHING (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. RcJ05.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE 5PEC5 * FBCR 9:05.2.1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE 5PEC5 • ALL ROOF/WALL FLA5HING TO BE MIN. 26 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 5UPPORT ONLY. • AT MASONRY, USE h"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMP50N TITEN HD ANCHOR5 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5`X5 X3/S STEEL ANGLE W/ 3/6' DIA. X 411 LAG SCREWS v 12 O.G. W/ 411 LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE IN5TALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RESPONSIBLE FOR 5RICK/5TONE INSTALLATION INFORMATION, A5 BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUS5 SYSTEM BELOW. TRUS5 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO LI(oOO IN THE5E AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT A5 NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEP5, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS 5HALL BE INSTALLED PER MANUFACTURER'5 5PECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RE5IDENTIAL 5th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE O= STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURE5 (TMS 402/ACI 530/ASCE 5), 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403) 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER ST511CTURE5 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION CF 5TRJCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITICK 1.7, NATIONAL DE51GN SPECIFICATION FOR WOOD C:CN5TRUCTION (N05) LATEST EDITION, 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATION5) 2.1. ROOF LOADING: ROO-- SURFACE LIVE: 20 PSF ROOF SURFACE DEAD 7 PSF FOR 5HINGLE OR METAL, 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 F`SF ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTIC5 AND ATTICS SERVED WITH FIXED STAIRS. 30 PSF 22. FLOOR LOADING: GENERAL LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 23. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 P5F GUARDRAILS IN -FILL: 50 P5F STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE 83018 SHALL APPLY FOR FLOORING FIN15H MATERIALS HEAVIER THAN 6 PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR REC01MENDATIGN5 25. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS A55UMED TO BE 2,000 PSF AS PER TABLE 8401.4.1 32. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE 501L BEARIW-i PRE35URE OF 20190 P5F. 33. IT IS THE CONTRACTOR'S RE5PON6I15ILITY TO VERIFY 501L CAPACITY 4 COMPACTION, 4, CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE OF 2500 psi -9 28 DAYS (UND,). 4.3. REINFORCEMENT iE84R5 ASTM A615 GRADE 60 (UXO.) 4.4, WELD WIRE FABRIC (UJ1..F ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4,13. USE 0.1% BY VOLUME MINIMUM (1.5 LBS / Cu YD) 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1, MASONRY CONSTRUCTION 4 MATERIALS SHALL COIN5OR'1 TO ALL REQUIR5"15NT5 CF, "SPECIFICATION FOR MASONRY STRUCTUe`'ES (ACI 530.1/A6CE (0/TM5 602)," PUBLISHED BY THE MA50NRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAR'11NGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY Cr- CIVIL ENGINEER5, RESTOIN, VIR 1NIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 52, GENERAL 5PECIFICATII0N FOR MA50NRY 5TRUCTURE& 5.2.1. TESTING Cr- FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. CO'1PRES5IVE STRENGTH REMISEMENT 15 f'm=1500 P5. 5.23. DETERMINATION C-- C SSIVE STiEW;sTH 15 THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE 52.6. GROUT SHALL COMPLY WITH ASTM 0476. GROUT 514ALL BE 3000 PSI U.N.O. 4 HAVE A 5LUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5.32. MASONRY UNIT MATERIALS SHALL BE 1900 P51 MIN, CONCRETE MASONRY UNIT. 533, REINFORCEMENT, PRE-5TRE55ED TENDON5, 4 METAL ACCESSORIES SHALL BE 60 K51 RESAR (MIN.). 53.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET, 53.5. STAINLE55 STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR GORRO51ON PROTECTION 15 NOT APPLICABLE. 53.1. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8, PE-STRE551NG ANCHORAGE, COJF I_ERRS, 4 END BLOCKS ARE NOT APPLICABLE. 53.9. JOINT FILLERS ARE NOT APPLICABLE, 5.3.10. LINTELS TO BE BY CAST -CRETE UNLE55 NOTED OTHERWISE. 5.4 EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT AP=LICABLE. 5,4.2. AC:GES5ORIE5 ARE NOT APPLICABLE. 5.4.3. MA5CNRY EXPANSION AND C:CNTROL JOINTS AS INDICATED IN THE PLAN SET ARE 1EC01MENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS `REalD.11 5.4.4. WHEN USED, M46CINRY 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 CONTIROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTERATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/59', AND MICHIGAN CONTROL JOINT'_ 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 646,4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTUFER'5 ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM CF 3 PLY 2x STUD SYR COLU1'N5 TO BE INSTALLED 6 BEAM OR GIRDER TRUSS 1BEARING LOCATIONS, UNLESS NOTED OTHERWISE. 6.32. NOT USED 63.3, NOT USED 63.4. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER 6.3.5. INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE 5PACED S 16" O -C, 4 SHALL BE S.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 1 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4,12 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #1 GRADE U.N.O. 6.3.1. INTERIOR NON -LOAD BEARING WALL5 SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 e MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. AS SHOWN IN DRAWINGS. 63.9. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP PLATES 4 SHALL 15E FASTENED PER P/53. BOTTOM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.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 MA50NRY OR CONCRETE SHALL BE PeE55URE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE `DATED LUMBER SHALL BE IM FEGNATE WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MAW LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR A IATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMU'1 24" O.C.). (SEE PLANS FOR 5HEATHING THICKNESS,) FOR ALL 55-EATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN, THICK APA RATED SHEATHING SUiP'ORTED OVER 24" MAX 5PAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24" MAX, SPAIN, 6.62. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX 5PAK 6.6.3, FLOOR CARET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS. 6.1, ALL NAILING 4 BOLTING SHALL C.Oh'PLY WITH AMERICAN INSTITUTE 0= TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.3. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 5UPPLIED BY 51MP5ON STRONG TIE CO,, USP, OR EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO D&NEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 4 SHALL BE UTILIZED AS THE PER ANENT BRACING FOR THE ROOF SYSTEM (U.NO.) 6.10. ALL WOOD FRAMII.a SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0752, ATTACH TO SLAB WITH 1/2" DIA x 10" AB. 6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 51MP5ON SDS25600 a 24" O.G. MAX TO FLOOR TI;;U55E5 OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE a 24" O.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENT11=1E5 THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE e LEA5T 1'-0" FROM BUILDING 5IDEWALL5. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0` OF THE BUILDING 51DEWALL6. • TERMITE PROTECTION SHALL r= PROVIDED BY REGISTERED TERMITICIDE5 INCLUDING SOIL APPLIED TERMITICIDE5, BAITING SYSTEMS, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-O" OF ANY BUILDING OR PROPOSED BUILDING FIGATION FOR 5UG< ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS 1 O APFLY ATTACH WINDOW THROUGH BUCK TO if °9 LL • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x FALL SHALL HAVE A MINIMUM EMBEDMENT OF 5". mOWN M • ALL 1/2" DIA. OR 5/S" DIA. A.B. INTO THE SIDE OF FILLED MASONRY IF ATTACH TO MASONRY w/ 1/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". ORS 6 12" O.C. w/ MAX. 6" FROM END OF BUCK 2x WINDOW BUCK ATTACHMENT.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY 5TEMWALL 0 SHALL HAVE A MINIMUM EMBEDMENT OF (o". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL (THE FOLLOWING PPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 1". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC, HAS CHECKED THE SHALL CONTROL. HED DESIGN FOR ITS STRUCTURAL DATE 00-3047 • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 LIANCE WITH SECTION R301 OF THE FLORIDA FOLIMITAT'ION5 ING CODE, RESIDENTIAL 5tH Ep., AND R5 NOT JOB _ DEGREE NOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE ONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE R DRAFTING CRITERIA RE. - DIMENSIONS, NOTATION TO USE SAME. ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN 15 THE RESPONSIBILITY E DESIGNER, 5PEC IF I GAT I ON FOR LAND ING5 4 5TA f R CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.OJ • ALL STRINGERS TO BE 2-2X12 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER.' • STRINGERS RUNNINGPARALLEL4 TO SUPPORTEDY A WA SHA ATTACHED: B •• 6 MASONRY/CO C. ITZ-I " DIA X 3'ACON5AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• 6 WOOD WITH (4) 0.131 X 3�" NAILS AT EA. STUD MIN. (16" O.C. MAX) of IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• 0 CONC. W/ 4" DIA. X 3" TAPCONS tv 12" O.C. •• 6 WOOD ATTACH W/ 0.131 X 3�" NAILS AT 8" O.G. TO TRU55/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. • LANDINGS SHALL BE BUILT A5 FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN, 6 16" O.C. of IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 112 5YP WITH 2-2X4 SUPPORT 5TUD5 AT EACH END. of IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X321" R.5. END NAILS AT EACH LANDING J015T, 4 (2) 0.131 X 3j" TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE, •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3'' TAPCON5 -w S" O.C. STAGGERED a MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP5ON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC 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 BASED ON LINEAR INTERPOLATION PER FIGURE 8301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014)." ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIC EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF © 10 SQFT + 28.8/-117.9 PSF © 20 SQFT +26.7/-109. PSF @ 50 SQFT + 22.5 /-100.1 PSF © 100 SQFT +20.4/-92.4 PSF WALL 0 10 SQFT + 50.0/- 67.0 PSF ® 20 SQFT + 46.6 /- 62.7 PSF ® 50 SQFT + 44.9 /- 57.2 PSF © 100 SQFT + 42.4Z- 55.5 PSF 0 500 SQFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6/- 49.7 PSF 10' WIDTH +43,9/-49.2-PSF 12' WIDTH +43.2/-48.6 PSF 16'+ WIDTH + 42.2/- 47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 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, REGARDLE95 OF HOW MINOR, WITHOUT ARITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY W °o< o os L �~aL � o ryL o a if °9 LL -< o a _�_L a ° � w mOWN M om CA ry 0 LU DATE 00-3047 SCALE NOTED DRAWN 1 -1<4 -OK JOB _ Sheet content: Structural NOteS Sheet number: N1 141--30 PRE- ENGINEERED WOOD 12 TRU55E5 6 24" 0/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON 5P2 a EA.STUD 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE 112X11 FASTENING S.P.F. TOP PLATE •. •'. .. ' FOOTING SEE FOUNDATION 2X4 PT STUDS a I (o" O.C. OR .:. „ q• ' •.. CRICKET A5 ; ' .� 10" MIN. (1)1X4 PT STUD 6 24" O.C. BAR SIZE REQUIRED A. .: K.O. CMU BOND. BI=ND DIAMETER d LAP SPLICE BEAM "All EMB3=D ACI 1ID11 2X4PT STUDS UNDER HIP 11511 5TD. HOOK IN 11P1-, 03 I -1/iib d A U «3=2-1/211 °4.2-1/2" 131/4 181 05 BAR VERTICAL WALL REINF. 21/2 5 5/6 9 1/2 20 GROUT CELLS 50LID SEE PLAN FOR LOCATIONS 55/8 121/2 24 MAIN SPAN ROOF TRU55 3 1/8 p 25 .e 4- d 4' o. =05 Hall 3 3/4 1/211 DIA.x61' A.B. -S 24" O.C. r. :'.; LOCATION LAP 2511 MIN. 8 1/16 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK (SEE SCHEDULE) 35 5 1/4" •. •'. .. ' FOOTING SEE FOUNDATION 2X4 PT STUDS a I (o" O.C. OR .:. „ q• ' •.. CRICKET A5 ; ' .� 10" MIN. (1)1X4 PT STUD 6 24" O.C. BAR SIZE REQUIRED A. .: K.O. CMU BOND. BI=ND DIAMETER UNDER COMMON TRUSS W/(2) LAP SPLICE BEAM "All EMB3=D ACI 1ID11 2X4PT STUDS UNDER HIP 11511 5TD. HOOK IN 11P1-, 03 I -1/iib BOND BM. 145/ =_ 41/4 131/4 181 05 BAR VERTICAL WALL REINF. 21/2 5 5/6 9 1/2 20 GROUT CELLS 50LID SEE PLAN FOR LOCATIONS 55/8 121/2 24 MAIN SPAN ROOF TRU55 3 1/8 1 113/4 25 2x4 PT. BTM. PLATE W/ l 1 15 1/2 =05 DOWELS SEE PLAN FOR 3 3/4 1/211 DIA.x61' A.B. -S 24" O.C. r. :'.; LOCATION LAP 2511 MIN. 8 1/16 18 1/2 • . '• CLEAN OUT 43/6 (SEE SCHEDULE) 35 5 1/4" 913/16 EMBED AGI ' •'� J, 0'-011 FINISHED - STD, HOOK IN • " ^ ... ,. , ;. Yq' • L 00 R 1125 FOOTING A• • ° ' •. •'. .. ' FOOTING SEE FOUNDATION 2X4 PT STUDS a I (o" O.C. OR .:. „ q• ' •.. CRICKET A5 ; ' .� REQUIRED LAP 5PLIGE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INGHE5) GRADE 40 (1)1X4 PT STUD 6 24" O.C. BAR SIZE REQUIRED LENGTH LAP SPLICE BI=ND DIAMETER UNDER COMMON TRUSS W/(2) LAP SPLICE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. "All 11011 11'11 l�1 1ID11 2X4PT STUDS UNDER HIP 11511 11.11 11P1-, 03 I -1/iib CARRIER/GIRDER TRU55 145/ =_ 41/4 131/4 181 SIMPSON 5P1 tv EA. STUD 21/2 5 5/6 9 1/2 20 311 55/8 121/2 24 MAIN SPAN ROOF TRU55 3 1/8 1 113/4 25 2x4 PT. BTM. PLATE W/ l 1 15 1/2 30 "6 3 3/4 1/211 DIA.x61' A.B. -S 24" O.C. 30 UPLIFT CONNECTOR 8 1/16 18 1/2 36 "1 43/6 (SEE SCHEDULE) 35 5 1/4" 913/16 5IMP50N META20 6 EA,5TUD ' 08 - - - 8" 1125 MOISTURE BARRIER 48 8"X8"X16" K.O. BLOCK WA 05 CON . :. (PS VERT. IN GONC.FILLED CELL 12.66 28 54 4 FILLED W/2500 PSI GROUT Lil W/ STD. 90° HOOK IN K.O. BLOCK - 1011 14106 31 (00 HATCHINGS D NOTE - _ r' 15,A6 341/4 66 "AT WALLS USE SPH6 (4) 106 NAILS INTO DBL ® INTERIOR LOAD BEARING WALL (W/ CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF F Kneewall Above S 1 Masonryall Detail SCALE: NTS REQUIRED LAP 5PLIGE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INGHE5) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BI=ND DIAMETER LENGTH LAP SPLICE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. "All 11011 11'11 l�1 1ID11 "All 11511 11.11 11P1-, 03 I -1/iib 41/4 145/ 2 1/4" 41/4 131/4 181 "4 21/2 5 5/6 9 1/2 20 311 55/8 121/2 24 "5 3 1/8 1 113/4 25 3 3/411 l 1 15 1/2 30 "6 3 3/4 81/1(0 14 30 4 1/2" 8 1/16 18 1/2 36 "1 43/6 9 13/16 16 1/2 35 5 1/4" 913/16 213/4 42 08 - - - 8" 1125 243/4 48 - - - 9" 12.66 28 54 "10 Lil - - - 1011 14106 31 (00 011 _ _ _ 1111 15,A6 341/4 66 Y. PLAN FOR SIZES 4 MORE INFO, Masonry Wall Reinforced Cell Detail S.1 SCALE: NTS 10" MIN. " •8x8 K.O. CUM BOND BEAM — • ' — ui/ 1- 05 BAR CONT. ' PRE-ENGINEERED GONG LINTEL — — — — • w/ I- S BAR CONT. EMBED ACIA. 5TD. HOOK IN15 BAR VERTICAL WALL REINF. FLOOR UPLIFT) BOND BM. '+ AOR LOCATIONSCECELLS LID SEE PLAN TRU55 TOP PLATE SPH4 CONNECTORS SHOWN. BRG. TRU55 BRG. FOR WALLS LARGER THAN Rebar La Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE 51MP50N SPI'S ON I ' EACH SIDE OF STUD TO "J" $ SCALE: NTS NOTE. J BOLT W/ NUT � WASHER (REFER TO BOTTOM PLATE SIMPSON DOOR MANUFACTURERS INSTALLATION HATCHING L G D REGARDLESS 5P2'5 ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING � SIZE) NOTE: STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. ' ' *5 DOWELS SEE PLAN FOR WALL SHOWN ON TO TOP PLATE w/ U,N•0,11 REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE 5PH6 LOCATION LAP 25" MIN. PLANS, WALLS CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR SIMPSON 5PH4 w/ o (SEI= TRUSS SHEET 5PH4 CONNECTORS SHOWN. EMBED ACI CLEAN OUT SIZE) SYP 2x4 MIN. THAT SUPPORT 12-106 NAILS SEE TRUSS SHEET FOR NOTE: STD. HOOK IN BEARING WALL AT 2x8 WALLS USE SPH5 (W/O UPLIFT) STUDS 16" O/C ROOF TRU55E5 ADDITIONAL STRAPPING e II FOR SCHEDULE) _ FOOTING EITHER S COLUMNS a NOTWITHSTANDING MANUFACTURERS CONNECTORS IN LIEU OF J.0'-0" FINISHED SPECIFICATIONS JAMB SHALL BE 2x6 6PH4 CONNECTORS SHOWN. DIRECTLY OR STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE .,-`�' FLOOR INDIRECTLY' GARAGE TO DBL. TOP PLATE (U SIMPSON SPH4 W/ll2) lOd FOR WALLS LARGER THAN °•`•' FOOTING SEE FOUNDATION PLAN PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2 DIA. x 8 COMMON NAILS EA. STUD 2x8, USE 51MP50N SPI'S ON �' ",.,,.• ' ARE TO BE HOUSE WALLS FOR 51ZE5 4 MORE INFO. 11 II o GARAGE TO INSULATE PER STUDS 16 O/C A.B. AT 24" O.C. STARTING 9" MAX. 1/2." GYP. BOARD 1. EACH SIRE OF STUD TO a �u..1..•4••.4';'• .i.q Y, 1/2 DIA. x 8 HOUSE WALLS, BUILT AS CALCS/SPECS&CT)RRU "IA. x $" TITEN HD 24" TRACK/BRACKET FROM THE SLAB, USE 2 DIA. WASHERS 1/2 GYP. BOARD BOTTOM PLATE 4 SIMPSON ? .. Yq TITEN HD 6 48 INSULATE PER BEARING WALL OR A MAX. UPLIFT OF FASTEN PER MANUF. 5P2'S ON EACH SIDE OF " ` . ' MIN. AT EACH BOLT LOCATION. TRACK .... O.C, MAX (SEE CALC5/5PEC5 W/UPLIFT LBS. ON EACH TRUSS SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. "1 STUDS o 16"O.G• STUD To TOP PLATES. •.•e ' 4 d FOUNDATION (U SIMPSON 5PFOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10 1/2" DIA. U.N.O," PLAN FOR w/ 12-10d NAILSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 6 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAPXCEPTIONS) Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./5PECS. N Mason Column Lanai/EntryDetail EXCEPTIONS) NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 SCALE: NTS PT BOTTOM PLATE W/ROOF UPLIFT)OTTOM PLATE S SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE 401-011 II :° ` -0 D5L SYP TOP PLATF (1) SIMPSON SPH4 W/(12) 10d 05 BAR TRANSITION FOU�DCPLANBORE COMMON NAILS EA: STUD. °' ' iFOOTING SEE 1FOOTING SEE FOR WOOD FRAME WALL TO •'STEEL AGI STD. _ I " '' K.O. CMU BOND ' 1 HOOK (TYP) FOUNDATION PLAN FOR ,—FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. 1J1 BEAM I— —I 11= I I I— _ ; III I SIZES 4 MORE INFO. FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2 x 6 EL v 0'-0" TOP OF SLAB ( pL 5P4 TOP :r • , f• .., .,,•. �. , } 4 •. INFO. THREADED ROD SET IN Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail —-'- — -- - SIMPSON SET EPDXY. Ll '° •° • .. -a B S-1 S'� SCALE: NT5 SEE FOUND. PLAN ° VERT. WALL REINF. With Uplift uu FOOTING SES +; :+'" . Without Uplift SCALE: NTS z X S.Y.P. STUDS 16" O.C. -U.N.O. ': u1 FOUNDATION PLAN FOR LOAD BEARING OR `� SIZES 4 MORE INFO. "• ": `;,• CLEAN 4 COMPACTED SOIL. 05 BARTRANSITION y ' SHINGLE /TILE ROOF -SEE ELEVATION EXTERIOR WALL 195 ° STEEL AI 5TD. ' PRE ENGINEERED WD 2 X STUD MODIFIED PROCTOR PER ASTM D1551) PAGES FOR MORE INFO. FASTENING TO BE AS 12 "1 TRUSS '� 24 O.C. • � • ... •. PER MANUFACTURERS SPECIFICATIONS. SEE 8" G. M. U. Gara a Wall Section Brn Wall HOOK (TYP) (TYP) 10" x 1/2" DIA. "J" U CONTRACTOR TO PROVIDE MANUF. ELEV. DOCUMENTATION TO INSPECTOR -s TIME OF R-38 INSULATION OR PER ENERGY CALG5. BOLTS 4 WASHERS 1" X P.T.STUD S SCALE: NTS �:� • )W/ Uplift �'�:°� •'...•:.:�• INSPECTION. IF SHINGLE 15 USED, 2'-0" O.G. (MAX)5 )ERT. IN FILLED . UNDERLAYMENT TO COMPLY WITH FBGR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.2.7. TRU55 SHEET FOR MORE INFO, FOR EXTERIOR FLOOR Masonr Transition Detail BRNG. OR GARAGE II .I TITEN 6 TRU55 (4) 10d NAILS P BRNG WALL " ' � S-� SCALE: NTS NOTE: ELEVATION VARIES INTO DBL Eml REGARDLESS OF ANY OTHER NOTE, ALL TOP OF MASONRY BRE. 5YP LUMBER TO BE 1 OR BETTER :,; TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0'1 WALL 15 INTERIOR N PBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. 81). CEILING .a COMPLY WITH FBGR 302.1. SEE UPLIFT. 24" O.C. IF 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR EXTERIOR FINISH d A PAG(= FOR GARAGE SOFFIT/FA5CIA DETAIL WITH UPLIFT. °' (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD CELL TO BE FULLY ° APPLICATION VARIES SEE ROOF PLAN .s ...-.-,T � � �. ,__ p_ aY •° '_ems °..� _-- GRADE DIA. II JII BOLTS 4 GROUTED '• IA ''°, 4 '° A A •• ', :. a ° WASHERS Q 4'-0" O.C. (MAX.) CENTERED ON 2X 5,Y.P. 01 STUDS 16"O.C. DRILL 4 EPDXY ° Ix2 PT NAILER —8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR (1) SIMPSON 5PH4 :� ° ' ^ ° ° °'' I I— I— I - WALL. (REFER TO FND 4 NOTE: CONT. (MIN LAP = 25') GROUT CELLS TYP. ° . '' ', b ,• ° ° ° FLR PLN FOR WALL INTO LINTEL/BOND 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. " ° ' °• d ° d. p — — INSULATION OR PER ENERGY OR GIP BEAM ° • MISSING DOWELS: WHERE FOOTING ° THICKNESS) CALC5./SPEC5. ABOVE WITH DOWELS ARE PLACED INCORRECTLY VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL ° °' I T LE PLATE OR MISTAKENLY ELIMINATED, REPLACE —I I --^ MINIMUM I: DOWEL AT PROPER LOCATION W/ WINDOW OPENINGS SEE FLR PLN °., .. � . � ° .. CONT 2X PT SO EMBEDMENT OF 5 EMBED AGI 5TD. HOOK FOOTING SEE. " e. = I I— 4"GONG. SLAB. USE 51MPSON SET GRADE 60 15 BAR, INSTALL IN SLAB IN BOND BM. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — — T I I SEE FOUND. PLAN HIGH STRENGTH °J W/ 5" MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO, — — —_— FOR MORE INFO. EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 PRECAST GONG SILL EL V 0'-0" TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A CURTAIN NAILER PT I- I 1 I -1 T II I II I I I=1 11=— I I I I_ —. Ix4 Q WINDOWS 4 S.G.D. NOT III I III Ll � ' ' '': ':. PROJECT WITHOUT WRITTEN APPROVAL. 05 BAR VERT. WALL REINF• CONT, a .•, •:• : ••• • ` . •.': ••� • �• � '' •;• ~�~ . ... • MISSING TRUSS ANCHORS: TRU55E5 TO BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS "' C C UCH THAT AN WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT — "• . CELLS SOLID. USE SPH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN w FOOTING SEE :': ;.°. • °. SEE FOUND. PLAN EMBEDMENTANCHOR15 MISPLACED (WHERE APPLICABLE)2x8, USE SIMPSON 5P15 ON EACH 5IDE OF STUD TO BOTTOM PLATE 4 51MP50N SP2 5 ON FOUNDATION PLAN DRILL 4 EPDXY • . OR MISSING MAY BE FASTENED TO THE EACH 5IDE OF STUD TO TOP PLATES. U.N.O." Zo FOR SIZES 4 MORE MINIMUM EMBEDMENT MASONRY BOND BEAM USING ONE 8"x16" G.M.U. PER ASTM C-90 (TYP.) INFO. CLEAN 4 COMPACTED SOIL. 5" SIMPSON SET • Ix2 PT FIR STRIP rat 24" O.G. 195 °MODIFIED PROCTOR PER ASTM D1557) L 51MP50N HT5M16, MAX. GAP 15 1115 FI -10300 P.S.I. (MIN.) W/ TYPE M OR EPDXY S MORTAR PER ASTM C-2-10 � MAXIMUM OF 5 IN A ROW 4 10 TOTAL :Ix4 PT BASE NAILER K Gara a Wall Section Brn Wall Q WITHOUT WRITTEN APPROVAL, 1/2" DIA x 6° SIMPSON H3 w/ 8-8d S 1 SCALE: NTS -1 INSUL. PER CALCS. 4 SPECS TITEN HD 6 2411 NAILS FASTEN TO TDP 4 W/O Uplift EXISTING MASONRY - 4"GONG. SLAB. SEE O G BOTTOM PLATE PLUS BDNO BEAM OR HORIZ. BLOCKING 48" SLAB FOUND PLAN ELEV 0'-0" TOP OF SLAB REINFORCED CELL O.C.1/211 GYP, BOARD 2411 CDS FOOTING SEE ° T FOUNDATION PLAN FOR 2x4 PT PLATE SECURE PLATE W/ SIZES 4 MORE INFO. INSULATION OR 5/8" CEMENTITIOU5 FIN15H PER .� HILT( TE POWDER PER ENERGY FBGR -103.6 ACTUATED 8 � O COR EQUAL o Typical Ext. Masonry Wall Section CALCS./SPECS. Q TYP. Retrofit Vert. Dowel Detail DONT. 2X PT SOLE S 1 SCALE: NTS S 1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 Ll y EL V 0'-0" TOP OF SLAB TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: , 4 p SEE N -I FOR 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. W `' 1/ERT. CORNER ,T" }:'••:;...'• CELL FILLED W/ ADDITIONAL/ALTERNATE SEE FOUND. PLAN PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: CONCRETE FOOTING' SEE _ CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT / MAX„ PLAN OR REINFORCING IZI FOROGAT ON THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" 0-C, IF RESISTING GRAVITY SIZES 4 MORE INFO. (S% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FACE LOADS LAP CONT. M Garage Wall Section Non-Brn . 25" LAP le CMU Wall Control Joint Detail H Wood Frame To MasonryAttachment Detail S� SCALE: NTS Exam E h S-1 SCALE: NTS R Corner ContlnUlt Detail S-� SCALE: N.T.S. Brng Wall Only S 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 HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT, IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY W 1 Z QQwr,p LU Q p V I Q In L 1 ko� LU LU QU as� � � MWW WNW WN / Lil DATE �8-3m-17 SCALE N07',,60 DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 51 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0'' TH15 SHEET, FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL FLOOR TRUSSES I L - WITH 1/2" ANCHOR BOLT a 24" O,C. TYP. Ix4 PT BASED ON HANGER t0 OR L55U VERTICAL (BELOW) a WALL TO BE ATTACHED WITHINFORMATION PRE -ENG, BE SIMP50N PRE-ENGINEERED MIN. 1/4" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. IV1 General Irregular Window Attachment PROVIDED BY WOOD ROOF LUS, L5U, OR WOOD ROOF 5PEC5. S-2 SCALE: NTS CONTRACTOR. TRUSSES L65U MIN. �TRU55E5 CMU WALL BELOWSIMPSON C516 INTERIOR CORNER a 16" O.C. '•' AREA 7 PLYWOOD t0 HORIZONTALLY 2x8 LEDGER W/ •;: INTERIOR EXTEND TO NAILS AILS1 x 3 6 EACH R.S. AREA BOTTOM OF WALL 2X BUCKS ATTACHED W/ FLOOR TRU55 2x8 LEDGER W/ 1/4"x 3" TAPCONS -8 12" (FIELD VERIFY 4-0.131 x 31/211 6 O.G. WITH MAX. " FROM WITH TRU55 R.5: NAILS e -8LAYOUT END OF MEMBER LOCATION) EACH STUDS MA5, OPENINGS. WITH FLOOR TRUSS WITH -UT FLOOR TYPICAL PLAN VIEW CMU WALL BELOW TRUSS GTypical Ledger Detail � 5 MEMBERS � � �R� S-2 SCALE: NTS NEEDED TO MEET . • • MANUFACTURER'S ATTACHMENT POINT 5EE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET REQUIREMENTS. SEE TRU55 7/16" MIN, APA DOUBLE TOP PLATE FOR STRAPPING CONT. FOR STRAPPING �_ SHEET FOR RATED SHEATHING MIN. STUD GRADE SYP) TOP CHORD 5IMP50N A35 STRAP NAILED TO 2X OR FASTEN EA. STUD NOTE: _ _ x/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5M5 TO MULLION TO TOP PLATE w/ "AT 2x6 WALLS USE RATED SHTG. TRUSS TO TRUSS ON TOP OF BOTTOM BY MANUFACTURER. 5IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 166 TOENAILS EA. END SIMPSON SPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON SP4 w/ 11 6-10dxl 1/2 NAILS EA. STUD TITEN HD BOLTS 511-IP5ON 1-11 518 6 F SEER F_ F EACH TRUSS — CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS a EA, X :.r L- SIMPSON A35 ANGLE REFER TO TYPICAL 2-STOR W/ 1A I. L_ L_ I 2x BOTT. PLATE NAILL-SS EEA STUD WALL SECTION FOR D TO TOP CHORD INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ F_ -SIMPSON A35 ALL -- 2X TO 2X 1/4"x 3" TAPGON5 a 12" WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS 2x4 BEARING O.C. WITH MAX. 6" FROM WINDOW ATTACHMENT POINTS TO 2X PRE-ENGINEERED WOOD rtRUSS • • Q dsN u WALL WSTUDS END OF MEMBER a MA5. FRAMING ONLY. NUMBER OF DIAD. MEMBERS • 16" D.. G. OPENINGS, _ FLOOR PLAN ATTACHMENT POINTS PER MANUFACTURER. 2X 1/16 APA RATED WOOD s, BUCKS TO BE ATTACHED TO CMU PER 166 a 6" O,C. SHEATHING 2X MEMBERS ATTACHED ATTACHMENT TO BE 51MP50N A35. KNEE FOR MORE INFO, 5IMP50N 6PH4 EA. STUD W/SIMPSON A35 WHERE THEN ATTACH TO LARGER THAN 2x8, DORMER ROOF BY SPECIFICATIONS NEEDED t0 MEET WINDOW/SHEATHING ATTACHMENT a TOP/51DES OF ARCH OPENING. IF ARCH TOP TRUSS OR PROHIBITS 2X THICKNE55 a CENTER OF ARCH, USE DIRECT ATTACHMENT TO MANUFACTURER'S CMU/WOOD FRAMING, WITH OR WITHOUT IX CONVENTIONAL ATTACHMENT POINT MASONRY SCREW FRAME (SEE PLAN) PRE-ENGINEERED PRE-ENGINEERED REQUIREMENTS. TRU55 a 16" O.C. CONT, t0 IN5UL. PER CALCS, 8 SPECS DRAWN M,K/PDK FLOOR JOIST ROOF TRUSSES POCKET ATTACHMENT TO BE SIMPSON A35. KNEE 2-2"x4" BLOCKING SIMP50N L5TA12 EACH IF 1X THEN ATTACH ALL LOAD TOP CORD (3) 0.131 x 3 1/2" WITH 4-16D COM STUD OR EQUIV. TOENAILS a EACH CEILING BOARD PER SATTACH WINDOW THROUGH BUCK t0 CMU/ WOOD SLIDING DOOR. END ROOF TRU55 BY ROOF ARCH. PLANS FRAMING. IF 2X THEN BEARING SYP. TRUSS MANUR I TO 2X BUCK. SP2'5 ON EACH TYP. LOAD BEARING WALL HT516 W/ 16-106 2X4 BLOCKING w/ NOTE: 0.131 x 3 I/2" a 4" O.C. BUCK, WITH 2X BUCK e EACH 51DE t0 CONST. 2"x4" a 16" O.C, (SINGLE EA. TRUSS TO 3-0,131 x 31/2" R.5. "AT 2x6 WALLS USE SPH6 CMU. w/ 1/4"x 3" TAPCONS a 12" O,C. SIDE OF STUD TO 50TT. PLT., DOUBLE TOP PLT.) BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF LINTEL. SEE HANGER PER TRU55 PRE-ENGINEERED 5PH4 CONNECTORS SHOWN. NOTE: 2x8 PT MIN. W/MAX. (o" FROM Dormer Knee Wall Attachment Detail MANUFACTURER GIRDER AT 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF IF 2X ATTACH TO CMU. 1/4"x FLOOR PLAN POCKET F S-2 SCALE:NTS 5PH4 CONNECTORS SHOWN. Floor Truss To Girder Connection FOR WALLS LARGER THAN w/ 3" TAPCONS a 12" O.C. W/MAX. 6" VERTICAL a WALL t0 END OF BUCK. K $ 2x8, USE 51MPSON 5P1'5 ON FROM END OF BUCK, (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT) BOTTOM PLATE 4 5IMP50N 2x8 LEDGER W/ 2x8 LEDGER W/ 5P2'5 ON EACH SIDE OF 4-0.131 x 3 I/2" 4-0.131 x 3 1/2" STUD TO TOP PLATES. R.5. NAILS a PLYWOOD O R.S. NAILS e U.N.O." EACH STUDS EXTEND PAST EACH STUDS [FLOOR TRU55E5 HANGER TO PRE ENG. WOOD BE SIMPSON LUS SU 2x8 PT VERTICAL (ABV.) e WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0'' TH15 SHEET, FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL FLOOR TRUSSES I L - WITH 1/2" ANCHOR BOLT a 24" O,C. TYP. Ix4 PT BASED ON HANGER t0 OR L55U VERTICAL (BELOW) a WALL TO BE ATTACHED WITHINFORMATION PRE -ENG, BE SIMP50N PRE-ENGINEERED MIN. 1/4" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. IV1 General Irregular Window Attachment PROVIDED BY WOOD ROOF LUS, L5U, OR WOOD ROOF 5PEC5. S-2 SCALE: NTS CONTRACTOR. TRUSSES L65U MIN. �TRU55E5 CMU WALL BELOWSIMPSON C516 INTERIOR CORNER a 16" O.C. '•' AREA 7 PLYWOOD t0 HORIZONTALLY 2x8 LEDGER W/ •;: INTERIOR EXTEND TO NAILS AILS1 x 3 6 EACH R.S. AREA BOTTOM OF WALL 2X BUCKS ATTACHED W/ FLOOR TRU55 2x8 LEDGER W/ 1/4"x 3" TAPCONS -8 12" (FIELD VERIFY 4-0.131 x 31/211 6 O.G. WITH MAX. " FROM WITH TRU55 R.5: NAILS e -8LAYOUT END OF MEMBER LOCATION) EACH STUDS MA5, OPENINGS. WITH FLOOR TRUSS WITH -UT FLOOR TYPICAL PLAN VIEW CMU WALL BELOW TRUSS GTypical Ledger Detail � 5 MEMBERS � � �R� S-2 SCALE: NTS NEEDED TO MEET . • • MANUFACTURER'S ATTACHMENT POINT 5EE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET REQUIREMENTS. SEE TRU55 7/16" MIN, APA DOUBLE TOP PLATE FOR STRAPPING CONT. FOR STRAPPING �_ SHEET FOR RATED SHEATHING MIN. STUD GRADE SYP) TOP CHORD 5IMP50N A35 STRAP NAILED TO 2X OR FASTEN EA. STUD NOTE: _ _ x/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5M5 TO MULLION TO TOP PLATE w/ "AT 2x6 WALLS USE RATED SHTG. TRUSS TO TRUSS ON TOP OF BOTTOM BY MANUFACTURER. 5IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 166 TOENAILS EA. END SIMPSON SPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON SP4 w/ 11 6-10dxl 1/2 NAILS EA. STUD TITEN HD BOLTS F_ F SEER F_ F PRE-ENGINEERED ROOF TRUSS. X CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS a EA, X :.r L- L_ L_ L_ I 2x BOTT. PLATE PRECAST F_ -SIMPSON A35 ALL -- 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS MOR <u WINDOW ATTACHMENT POINTS TO 2X PRE-ENGINEERED WOOD rtRUSS • • Q dsN u MEMBERS OR DIRECTLY TO CMU/WOOD LIEU OF SPH4 FRAMING ONLY. NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED _ FLOOR PLAN ATTACHMENT POINTS PER MANUFACTURER. 2X s, BUCKS TO BE ATTACHED TO CMU PER 166 a 6" O,C. SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE 51MP50N A35. KNEE FOR MORE INFO, 1/2" GYP. BOARD WALL ABOVE ARCH NECESSARY ONLY PER THEN ATTACH TO LARGER THAN 2x8, OPENING VARIATIONS. MIN. 2X BUCK FOR SPECIFICATIONS WINDOW/SHEATHING ATTACHMENT a TOP/51DES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNE55 a CENTER OF ARCH, USE DIRECT ATTACHMENT TO 2x8 PT MIN. FRAMING FROM CMU/WOOD FRAMING, WITH OR WITHOUT IX USE SIMP50N 51=115 BUCK, WITH 2X BUCK -s EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MASONRY SCREW MIN. 1-1/4" EMBEDMENT, "TYPICAL AT SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0'' TH15 SHEET, FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL FLOOR TRUSSES I L - WITH 1/2" ANCHOR BOLT a 24" O,C. TYP. Ix4 PT BASED ON HANGER t0 OR L55U VERTICAL (BELOW) a WALL TO BE ATTACHED WITHINFORMATION PRE -ENG, BE SIMP50N PRE-ENGINEERED MIN. 1/4" x 2-1/4" TAPCON a 12" O.G. OR PER MANUFACT. IV1 General Irregular Window Attachment PROVIDED BY WOOD ROOF LUS, L5U, OR WOOD ROOF 5PEC5. S-2 SCALE: NTS CONTRACTOR. TRUSSES L65U MIN. �TRU55E5 CMU WALL BELOWSIMPSON C516 INTERIOR CORNER a 16" O.C. '•' AREA 7 PLYWOOD t0 HORIZONTALLY 2x8 LEDGER W/ •;: INTERIOR EXTEND TO NAILS AILS1 x 3 6 EACH R.S. AREA BOTTOM OF WALL 2X BUCKS ATTACHED W/ FLOOR TRU55 2x8 LEDGER W/ 1/4"x 3" TAPCONS -8 12" (FIELD VERIFY 4-0.131 x 31/211 6 O.G. WITH MAX. " FROM WITH TRU55 R.5: NAILS e -8LAYOUT END OF MEMBER LOCATION) EACH STUDS MA5, OPENINGS. WITH FLOOR TRUSS WITH -UT FLOOR TYPICAL PLAN VIEW CMU WALL BELOW TRUSS GTypical Ledger Detail � 5 MEMBERS � � �R� S-2 SCALE: NTS NEEDED TO MEET . • • MANUFACTURER'S ATTACHMENT POINT 5EE TRU55 SHEET 2x TOP PLATE SEE TRU55 SHEET REQUIREMENTS. SEE TRU55 7/16" MIN, APA DOUBLE TOP PLATE FOR STRAPPING CONT. FOR STRAPPING �_ SHEET FOR RATED SHEATHING MIN. STUD GRADE SYP) TOP CHORD 5IMP50N A35 STRAP NAILED TO 2X OR FASTEN EA. STUD NOTE: _ _ x/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5M5 TO MULLION TO TOP PLATE w/ "AT 2x6 WALLS USE RATED SHTG. TRUSS TO TRUSS ON TOP OF BOTTOM BY MANUFACTURER. 5IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 166 TOENAILS EA. END SIMPSON SPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON SP4 w/ 11 6-10dxl 1/2 NAILS EA. STUD 6PH6 CONNECTORSPRE-ENGINEERED IN LIEU OF 5PH4 TITEN HD BOLTS WOOD TRU-55E5 2X4 BLOCKING a 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA, END ROOF TRU55. SEER 1/2" x 5" EMBED F PRE-ENGINEERED ROOF TRUSS. 1/2" x 5" EMBED CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS a EA, X :.r CONNECTORS SHOWN. AT 2x8 5/8" x 8" 5/8" x 5" EMBED 2x BOTT. PLATE PRECAST CONNECTION IF 1X THEN WALLS USE 5PH8 CONNECTORS IN O<< O -i CONT. MOR <u CONCRETE LINTEL. SEE PRE-ENGINEERED WOOD rtRUSS • • Q dsN u ATTACH WINDOW CMU/ LIEU OF SPH4 =:= �i a m _ FLOOR PLAN MP50N A35L Y s, CONNECTORS SHOWN. FOR WALLS 166 a 6" O,C. w� 6PH6 CONNECTORSPRE-ENGINEERED IN LIEU OF 5PH4 TITEN HD BOLTS WOOD TRU-55E5 2X4 BLOCKING a 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA, END ROOF TRU55. 2X a 16 O.C. 1/2" x 5" EMBED F PRE-ENGINEERED ROOF TRUSS. 1/2" x 5" EMBED CHORD 4 BOTTOM OF TOP CHORD (2) 0.131 x 3 1/2" COMMON NAILS a EA, X :.r CONNECTORS SHOWN. AT 2x8 5/8" x 8" 5/8" x 5" EMBED 2x BOTT. PLATE PRECAST CONNECTION IF 1X THEN WALLS USE 5PH8 CONNECTORS IN O<< O -i CONT. �° <u CONCRETE LINTEL. SEE PRE-ENGINEERED WOOD rtRUSS • • Q dsN u ATTACH WINDOW CMU/ LIEU OF SPH4 =:= �i a m _ FLOOR PLAN MP50N A35L Y t0 WOOD FRAMING. IF 2X CONNECTORS SHOWN. FOR WALLS 166 a 6" O,C. w� POINTS, FOR MORE INFO, 1/2" GYP. BOARD -APA RATED SHEATHING NAIL PER SCHEDULE "0" THEN ATTACH TO LARGER THAN 2x8, PER MANUFACTURER'5 SPECIFICATIONS 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM 2X BUCK. USE SIMP50N 51=115 RELATIVE TO NUMBER OF REQUIRED MASONRY SCREW ATTACHMENT POINTS PER MANUFACTURER. 2X "TYPICAL AT TRU55 a 16" O.C. CONT, t0 IN5UL. PER CALCS, 8 SPECS DRAWN M,K/PDK ON EACH SIDE OF POCKET ATTACHMENT TO BE SIMPSON A35. KNEE a 8" O.C. WALL ABOVE ARCH NECE56ARY ONLY PER ALL LOAD TOP CORD (3) 0.131 x 3 1/2" OPENING VARIATIONS. MIN, 2X BUCK FOR STUD TO BOTTOM PLATE 4 5IMP60N SLIDING DOOR. PRECA5T TOP/51DES OF ARCH OPENING. IF ARCH TOP BEARING SYP. COMMON e TRU55 CHORDS IF 2X ATTACH TO SP2'5 ON EACH CMU/WOOD FRAMING, WITH OR WITHOUT 1X CONCRETE 0.131 x 3 I/2" a 4" O.C. BUCK, WITH 2X BUCK e EACH 51DE t0 COMPONENTS "I GRADE SHALL EDGES OF OPENING. ALL TAPCONS TO HAVE CMU. w/ 1/4"x 3" TAPCONS a 12" O,C. SIDE OF STUD TO LINTEL. SEE BE USED FOR NOTE: 2x8 PT MIN. W/MAX. (o" FROM TOP PLATES. U.N.O. JNMI III I FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL t0 END OF BUCK. INSTALL 1/2 X 6 - -- _— - -- - FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH (TYP. ALL 2X THREADED ROD DOOR. GREATER THAN 1/2" DIA. x 6" TITEN WINDOW BUCK IN 5IMP50N SET L 2x4,02 GRADE HD, ATTACHMENT) SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MPSON A35 e EACH END. ALL WINDOW. ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION EPDXY a 2'-0" OR BETTER MAY O.C. (MAX) BE USED. ALL 4x CONTRACTOR. D D BY CONTRACTOR. FOOTING SEE FOOTING SEE MATERIAL MAY NOTE: 1X PT VERTICAL a WALL 5P1 EACH STUD CENTERED ON FOUNDATION FOUNDATION BE #2 GRADE. TO BE ,ATTACHED WITH 1/4 x WALL. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." 2-1/4" TAPGON a 12" O.C. OR I , 2x8 PT N rre ularit Width Less Than Window Width Attachment CMU WALL -SES 2x PT SIZES 8 MORE SEE FOUND. SIZES 8 MORE PER MANUFACT. SPECS. 1X6 HEAD S 2 SCALE: NTS g Structural Kneewall FLOOR PLAN FOR, BOTTOM INFO. PLAN INFO. 4"GONG. SLAB. S 2 SCALE: NTS MORE INFO. PLATE SEE FOUND. PAVERS OR PAVERS OR PLAN BLOCK WALL BEYOND 4" CONC. 4" CONC. INSTALL GLASS PER 2X BEARING WALL W/ SLAB d ° SLAB MANUFACTURER 10 5TUD5 9 16" O.C. ° _. _ — ° °.. d ° ' JOIST, RAF BOUNDARY . . ° ° R St NAILING FOR li < rt/16 APA RATED ° ° - _ a CAULK UNDER FRAME K.O. w/ 1-05 CONT. PRE -ENGINEERS RE -ENGINEERED -. d � ' � ° b : '•: FLOOR TRU55 ,�.-�-WOOD SHEATHING FLOOR TRUSS "- , WALL, DASHED ° a LINE INDICATES 2x6 SOLID BLOCKING W/ � CONC. SILL TO AT 1 /2 TO AI 5 PPL OF 3 0.31 x 3 1 N ------.__..__ E E L EA. END H CMu Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail 5/&"CEMENTITIOU5 FINISH WALL PER FBCR 703.6 SCALE: NTS SCALE GABLE END 2 X 4 RIBBON S-2 $-2 SCALE: NTS EDGES ATTACHED TO EACH (SEAMS OF TRUSS TOP FLOOR JOIST WITH 3-0.131 4" CONC SLAB x 3 1/2" NAILS 5EE FLR P!_N FOR HDR. SIZE NOTE: :' s w CORNERS 4 48" O.C. SHEATHING) CHORD AT 2x WALLS THAT ARE WIDER THAN 2x4 MAX. EDGEFOR ROUGH OPENINGS UNDER SIMP50N 5PH4 w/ 6-1Od E WHERE THE HEADER 15 NOT FULL SIMP50N 0516 EA. STUD 5'-O" (l) SIMPSON CSI6 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD ° d FIEL 70 BASE OF 2X4 M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING a 16" O.C, RIPPED DOWN RIBBON BELOW IMP50N HT516 6 CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO ° 4 q' EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH d ALLOW THE INSTALLATION OF BOUNDARY ° d STUDS) (UN.0) THE SPH CONNECTORS ABOVE THE 5IMP50 TYP. LOAD HEADER E FOR THE PROPER FOOTING SEE ° HETA2O REFER TO TYPICAL 2-5TORY WALL BEARING WALL IN57ALL�710N OF THE CRIPPLE FOUNDATION PLAN °` ' .. d . d SECTION FOR INFORMATION NOT W/UPLIFT STRAPPING. AT 2x6 WALLS USE SPH6 IN CMU WALL FOR ROUGH OPENINGS OVER LIEU OF SPH4, AT 2x8 WALLS U5E SDHs FOR SIZES 8 MORE BLOCKING SEAM BOUNDARY �+ 5'-0" USE (2) SIMPSON 0516 IN LIEU OF SPH4, FOR WIDER WALLS USE INFO. FOR WALL, NAILING FOR p. Cantilevered Floor Truss Over Wall OR (2)MSTA24 (U,N.0) 51MRSON 0516 IN AN 5PH PANEL OVERHANG „ CONFIGURATION. ATTACH PAD BLOCKING L Non-Brn . Mitered Glass FramingDetail SHEATHING CLIP OUTRIGGER SCALE: NTS e 2x. KING STUD w/ (3) 0.131 x 3 1/2 NAILS TO HEADER FOR ROOFS S 2 MIN, U.N.O." 2 SCALE: NTS TONGUE 8 GROOVE FOR FIELD FIELD SUB FASCIA OR S ECIFICA710N FOR KINGS 8 GRIDDLES WHEN NECESSARY 70 MAINTAIN PROPER FLOORS WALL PLATE 2X4 GR055 7I�EFOLLOWINGLPLY UNC CLEARANCES FOR THE WINDOW/DOOR BRACING e 48" _ WITHIN AN OPENING 1715 ACCEPTABLE BOUNDARY O.C. ON TOP OF 2X4 RAT RUN • A7 OPENINGS UP TO 3'-6" (U TO UPSET THE HEADER SUCH THAT ONE NAILING RAT RUNS FOR 4 BRACING a 48" CRIPPLE Q (l) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 'IJ'' 3OLT REFL,ACE1 IENT C�4 A%T: (PERIMETER of 2X4 RAT RUN TRU55 SPANS O.C. ON TOP EACH EIDE of THE HEADER • At OPENINGS 3'-6" 70 5'-2" IN SHEATHING m 3" ELIMINATED TO MAINTAIN THE FULL BRACING a 48" OF BOTT. O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN DIAPHRAGM) WIDTH (2) CRIPPLES B lU KING IS O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 3-0.131 x 3 1/2" R.5, a EA. TRUSS JOINT TITEN HD BOLTS WOOD TRU-55E5 2X4 BLOCKING a 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA, END CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2-166 e EA, TRU55 JOINT 5IMP50N A34 I— 1/2" x 5" EMBED F OPENING SET, IT 15 NOT ACCEPTABLE TO SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE E.O.R. WHEN THE TOP PLATE 15 SHOWN AT TTHATELo ATIONSIARE NO SHALL APPLY, AND OTHER STRAPPING RU85PPING COMPONENTS ABOVE THE OPENING (ON SECOND FL O F R RO H HEADER U - 1/2" x 5" EMBED • THE FOLLOWING "J" BOLTS CAN BE REFLACEID WITH THE CORRESPONDING BOLTS. THE REVERSE I5 NOT APPLICABLE. EOR FRAME TO 5LA5 APPLICATION ONL`r'. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD SE MIN. 2500 P51. SU 5TITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. FOUNDATION PAGE TAKE5 PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVI=D 5Y E.O.R. IN WRITINC-s. X 5/8" x 5" EMBED x 8" 5/8" x 8" 5/8" x 5" EMBED O<< O -i �° <u W`= J Q dsN u N =:= �i a m MP50N A35L Y 2X TO 2XONNECTION w� POINTS, WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY t0 CMU/WOOD FRAMING ONLY. NUMBER OF DIAD, MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X 0 BUCKS TO BE ATTACHED TO CMU PER SCALE NOTED DRAWN M,K/PDK SPECS GIVEN IN TP15 DETAIL. 2X t0 2X ATTACHMENT TO BE SIMPSON A35. KNEE WALL ABOVE ARCH NECE56ARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/51DES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS e CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK e EACH 51DE t0 EDGES OF OPENING. ALL TAPCONS TO HAVE IN, 1-1/4" EMBEDMENT, SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MPSON A35 e EACH END. ALL WINDOW. ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION EPDXY a 2'-0" OR BETTER MAY O.C. (MAX) BE USED. ALL 4x CONTRACTOR. D D BY CONTRACTOR. FOOTING SEE FOOTING SEE MATERIAL MAY NOTE: 1X PT VERTICAL a WALL 5P1 EACH STUD CENTERED ON FOUNDATION FOUNDATION BE #2 GRADE. TO BE ,ATTACHED WITH 1/4 x WALL. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." 2-1/4" TAPGON a 12" O.C. OR I , 2x8 PT N rre ularit Width Less Than Window Width Attachment CMU WALL -SES 2x PT SIZES 8 MORE SEE FOUND. SIZES 8 MORE PER MANUFACT. SPECS. 1X6 HEAD S 2 SCALE: NTS g Structural Kneewall FLOOR PLAN FOR, BOTTOM INFO. PLAN INFO. 4"GONG. SLAB. S 2 SCALE: NTS MORE INFO. PLATE SEE FOUND. PAVERS OR PAVERS OR PLAN BLOCK WALL BEYOND 4" CONC. 4" CONC. INSTALL GLASS PER 2X BEARING WALL W/ SLAB d ° SLAB MANUFACTURER 10 5TUD5 9 16" O.C. ° _. _ — ° °.. d ° ' JOIST, RAF BOUNDARY . . ° ° R St NAILING FOR li < rt/16 APA RATED ° ° - _ a CAULK UNDER FRAME K.O. w/ 1-05 CONT. PRE -ENGINEERS RE -ENGINEERED -. d � ' � ° b : '•: FLOOR TRU55 ,�.-�-WOOD SHEATHING FLOOR TRUSS "- , WALL, DASHED ° a LINE INDICATES 2x6 SOLID BLOCKING W/ � CONC. SILL TO AT 1 /2 TO AI 5 PPL OF 3 0.31 x 3 1 N ------.__..__ E E L EA. END H CMu Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail 5/&"CEMENTITIOU5 FINISH WALL PER FBCR 703.6 SCALE: NTS SCALE GABLE END 2 X 4 RIBBON S-2 $-2 SCALE: NTS EDGES ATTACHED TO EACH (SEAMS OF TRUSS TOP FLOOR JOIST WITH 3-0.131 4" CONC SLAB x 3 1/2" NAILS 5EE FLR P!_N FOR HDR. SIZE NOTE: :' s w CORNERS 4 48" O.C. SHEATHING) CHORD AT 2x WALLS THAT ARE WIDER THAN 2x4 MAX. EDGEFOR ROUGH OPENINGS UNDER SIMP50N 5PH4 w/ 6-1Od E WHERE THE HEADER 15 NOT FULL SIMP50N 0516 EA. STUD 5'-O" (l) SIMPSON CSI6 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD ° d FIEL 70 BASE OF 2X4 M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING a 16" O.C, RIPPED DOWN RIBBON BELOW IMP50N HT516 6 CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TO ° 4 q' EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH d ALLOW THE INSTALLATION OF BOUNDARY ° d STUDS) (UN.0) THE SPH CONNECTORS ABOVE THE 5IMP50 TYP. LOAD HEADER E FOR THE PROPER FOOTING SEE ° HETA2O REFER TO TYPICAL 2-5TORY WALL BEARING WALL IN57ALL�710N OF THE CRIPPLE FOUNDATION PLAN °` ' .. d . d SECTION FOR INFORMATION NOT W/UPLIFT STRAPPING. AT 2x6 WALLS USE SPH6 IN CMU WALL FOR ROUGH OPENINGS OVER LIEU OF SPH4, AT 2x8 WALLS U5E SDHs FOR SIZES 8 MORE BLOCKING SEAM BOUNDARY �+ 5'-0" USE (2) SIMPSON 0516 IN LIEU OF SPH4, FOR WIDER WALLS USE INFO. FOR WALL, NAILING FOR p. Cantilevered Floor Truss Over Wall OR (2)MSTA24 (U,N.0) 51MRSON 0516 IN AN 5PH PANEL OVERHANG „ CONFIGURATION. ATTACH PAD BLOCKING L Non-Brn . Mitered Glass FramingDetail SHEATHING CLIP OUTRIGGER SCALE: NTS e 2x. KING STUD w/ (3) 0.131 x 3 1/2 NAILS TO HEADER FOR ROOFS S 2 MIN, U.N.O." 2 SCALE: NTS TONGUE 8 GROOVE FOR FIELD FIELD SUB FASCIA OR S ECIFICA710N FOR KINGS 8 GRIDDLES WHEN NECESSARY 70 MAINTAIN PROPER FLOORS WALL PLATE 2X4 GR055 7I�EFOLLOWINGLPLY UNC CLEARANCES FOR THE WINDOW/DOOR BRACING e 48" _ WITHIN AN OPENING 1715 ACCEPTABLE BOUNDARY O.C. ON TOP OF 2X4 RAT RUN • A7 OPENINGS UP TO 3'-6" (U TO UPSET THE HEADER SUCH THAT ONE NAILING RAT RUNS FOR 4 BRACING a 48" CRIPPLE Q (l) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 'IJ'' 3OLT REFL,ACE1 IENT C�4 A%T: (PERIMETER of 2X4 RAT RUN TRU55 SPANS O.C. ON TOP EACH EIDE of THE HEADER • At OPENINGS 3'-6" 70 5'-2" IN SHEATHING m 3" ELIMINATED TO MAINTAIN THE FULL BRACING a 48" OF BOTT. O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN DIAPHRAGM) WIDTH (2) CRIPPLES B lU KING IS O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 3-0.131 x 3 1/2" R.5, a EA. TRUSS JOINT TITEN HD BOLTS WOOD TRU-55E5 2X4 BLOCKING a 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA, END CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2-166 e EA, TRU55 JOINT 5IMP50N A34 REQUIRED ON EACH SIDE OF THE HEADER. At OPENINGS GREATER THAN 5'-2" IN WIDTH, (2) CRIPPLES 4 l2) KINGS ARE REQUIRED ON EACH SIDE OF THE HEADER. • ANY DIFFERING NOTATIONS FOR CRIPPLES VOR KINGS MADE ON THE PLAN SET SHALL CONTROL. 1/2" x 5" EMBED 1/2" x 8" OPENING SET, IT 15 NOT ACCEPTABLE TO SUBSTITUTE A LESSER DEPTH HEADER WITHOUT WRITTEN PERMISSION FROM THE E.O.R. WHEN THE TOP PLATE 15 SHOWN AT TTHATELo ATIONSIARE NO SHALL APPLY, AND OTHER STRAPPING RU85PPING COMPONENTS ABOVE THE OPENING (ON SECOND FL O F R RO H HEADER U - 1/2" x 5" EMBED • THE FOLLOWING "J" BOLTS CAN BE REFLACEID WITH THE CORRESPONDING BOLTS. THE REVERSE I5 NOT APPLICABLE. EOR FRAME TO 5LA5 APPLICATION ONL`r'. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD SE MIN. 2500 P51. SU 5TITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. FOUNDATION PAGE TAKE5 PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVI=D 5Y E.O.R. IN WRITINC-s. 5/8" x 6" 5/8" x 5" EMBED x 8" 5/8" x 8" 1/2 HIGH CONNECTOR OPENINGS UNDERR �� To ONLY (U SIMPSON STRENGTH OR W/4-86 X 1 1/2 c516 SPAN =Loon SYS. (ON CONC. SLAB) SIMPSON HTT4 BLOGKING/RUNN R BELOW 5/S" GYP. INTO BLOCKING W/ (l) 5/8"x8" ATR IN SIMPSON SET B 4-86 X 1 1/2 EPDXY E (I8) 16d NAILS MASONRY WALL HETA 12 a 24 O,G. INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY lU SIMPSON WALLS WITH NO UPLIFT, HTT4 W/ ll) /S HREAD ROD SET IN STRAPPING MAY BE M SIMPSON SET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLE55 EMBED A.5.511 (MIN.) INTO MASONRY K.O. OTHERWISE NOTED FRLOCK SETILLED CELL OURS BELOW SIMPSON M60 IF Ext Wall Con Non -Load Rrnn Location T Header Deta'I "J" BOLTS TITEN HD 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 6" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED x 8" 5/8" x 8" 5/8" x 5" EMBED T)'PIC,AL NAILING 5C�I 1�ULE HIGH WIND _ i NAIL H ATHIN 50UN A Y DGS FIELD RING SHANK 7/16 4 II 6 6 WALL 0.131 x " COMMON i/16" 3" 4" 6" F 00 COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) BY NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. a 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" PLATWI5E OR EDGEWISE ON BOTH PANEL EDrIES. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHALL FOLLOW TABLE 8102,3,5 IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 2508,5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFICATION5 IF MORE STRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLANS 5ET. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES J _ i o TYPIUdl Nailin Schedules Floor, Roof, Wall S 2 SCALE: NTS S-2 SCALE: NTS S-2 PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE 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 O<< O �° <u W`= < Q dsN u N =:= �i a m w� 0 SCALE NOTED DRAWN M,K/PDK JOB - Sheet content: Structural Details Sheet number: 52 4 8,4Y OR B'-mMlN. 0.131 x 3" COMMON SEE TABLE FOR NAILING " 6 1611 c.c.SCHEDULE SPLICE 3 1/2 COM. DOUBLE TOP 4-0.131 x PRE -ENG WOOD TRUSS (Tl'P) 4-0.131 x 3° PLATE APA RATED COMMON as 3-0.131 x 3 COMMON `� SHEATHING. SEE aa► EA. SIDE OF JOINT 0.131 x 3 DOUBLE STUD NAILING SCHEDULE '1/2" COM, TABLE FOR STUDS 16" ac, ATTACHMENT. U.N.O. 4 16" PT BOTT. PLATE (1) SIMPSON LSTA12 J. STRAP 48" O.C. ;i 3 2-0.131 x TRU55 2x4 BLOCKING ll) SIMPSON LSTAI2 1/21' CEILING GYP BD W/ 501 5 3 1/2" COM. 2-0.131 x 31/21' BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 1" O.C. OR COMMON �� COM. (l) SIMP50N LTA( CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM 5 SEE TABLE BELOW 2-0.131 x 3" pO�SL S1'Up CONDITION TO BOTTOM CHORD EACH END, 6 &" O,C. MASONRY WALL) 1 FOR LAPSPLICE COMMON OF GABLE UNO. CONTINUOUS n 8" MASONRY WALL I/2 GYP BD NOTE: CRO55 BRACING 2 u WK1) 05 REBAR ALL BLOCKING TO BE TOP PLATE ,45�' N RS CONT, IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.C. TYP, 3LIL COURSE Ex anded Blocking Information Dia ram 2-0,131 X S-3 SCALE: NTS 3 1/2" COM. 3 I I / �IHP^Gfkll rvR Fi fil,.Hl-IGIV�D i�/ / / I I I I `7 I J \� r► __--- n n�`�, .. n , ,n a ....0 ,i B Fireplace Chase Detail FiM.APA RATED SHEATHING. EE NAILING ASCHEDULE* -%ee-0SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH 51DE 4 RAFTER PROVIDE (D5)�I(odGNAILS EA 81-8" TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) 5-0.131 x 3 1/211 TOP PLATE CDM, 3-0.131 3 f aght,j1.131 x 3 1/2" COM. T Pt BOTT. PLATE LAPSPLICE NAILING SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 3" 0/C 0.131 x 3" m 8" 0/C I I / �IHP^Gfkll rvR Fi fil,.Hl-IGIV�D i�/ / / I I I I `7 I J \� r► __--- n n�`�, .. n , ,n a ....0 ,i PRE-ENGINEERED WOOD TRUSSES tv LEAST ONE TRU55 SPACE 4'-011 41.011 NOTE: P 6" OVERLAP •, 2x4 BLOCKING ATTACHED I/2" CEILING GYP SD w! 501 I. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF 0.131 x 3" COMM. 6 16" o.c. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: A BEARING WALL, USE THE FOLLOWING PLATES: EACH END (UN.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-011 ---- 2X4 12'-0" TO 15'-0" ---- 2X10 - 1`51FN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. OR 8 FEET FROM MASONRY WALL) 4'_0" TO 8'-0" 2X615'-0" TO 18'-0 2X12 - P5PN51&Z IN LOCATIONS WHERE A LAP SPLICE IS CLOSE. " ---- 8'-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) S-3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 5IMP50N HT51& 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 USING (14) 10d NAILS. INSTALL THE 1201 COM. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING G EACH SIDE OF TRU55 4 THREADING 12" O.C. SCHEDULE TABLE ATTACHMENT. U.N.O. WK4) 0.131 x 3 1/2" NAILS fD THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. 4-1601 COM. FOR ATTACHMENTS INTERSECTING BLOCKING 2-8d COM. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 6IM95ON HT520 W1( 20) 1001 0.131 x 1-0 NAILS FOR 2x12 RAFTERS (1&) 10d NAILS FOR 2x10 RAFTERS (14) 10d NAILS FOR 2x6 MINIMUM (2) 0.131 x 3 I/2MINIMUM ,, 2-2 x4 W/1/2 PLYUJp COM. S" O.C. " 1"X4" TRU55 M4x RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-011 SPACER NOTE: 2X4'5 APA RATED SHEATHING. SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. MAY BE TURNED 51MP50N HTT4 W/ PER JOINT BRACING. SEE NAILING SCHEDULE TRU55E5 RE-ENGINEERED 24" ODC. 5. SECURE RAFTERS TO I ,, °� FLATW15E 50 NO . 518" PIA A.B. TABLE FOR ATTACHMENT. RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d °* SPACER IS NEEDED. NAILS INTO RIDGE BEAM 4 liJ 1001 x 1 I/2 NAILS INTO 2x12 RAFTERS. USE (S) 1001 4 (6) 1001 16d COM. � 8" o.c. Truss Brach Overlap Detail u.N.o. /211 CEILING ILS 7 O.C.R RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 COOLER NAILS O.. A EQUAL, RAFTERS. USE L5U2& W/ (6) 10d 4 (5) I06 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" 10d COM. 0 1211 o.c. S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER, 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED t0 RIDGE 4-16d COM. ll) SIMP50N LSTAI2 ft FROM MASONRY WALL) BEAM W/ (8) 1001 NAILS. STRAP 48" O.C, 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INS• I-4E,4D�R ANON -i=3 ,4RINC % 4 51 SEE FLOOR PLAN FOR (1) SIMPSON HETA20 INSTALLATION SUPPORT OF MSTA24 5TRAP5. 5ECURE BLOCKING W/ (3) I&d TOENAILS AT I� CORNER SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C. ATTACHED TO EACH END INTO TDP CORD. 9tRAPPING IN�oRrlArloN LENGTH 4 WIDTH BOTTOM CHORD OF EXPANDED 0.131 x 3 I/2 TOENAILS EACH END, DBL TOP ,PLATE FASTEN CAP TO CHASE w/ GABLE BLOCKING UNO. General Wood Attachment D 0.131 x 31/2" R.5. NAIL5 6 12" DETAIL (TYP) FLAT OR CATHEDRAL J Valle Set Attachment Detail P Details O.C. ALL-AROUND S" MA50NRY WALL WKU °'S I/211 GYP BD S-3 SCALE: NTS S 3 N u SCALE: NTS REBAR CONT. IN a NOTE: CROSS BRACING 4 WALL SHEATHING KNOCKOUT COURSE ALL BLOCKING TO BE INSTALL SIMPSON LU524 NAILED PER KNEEWALL MIN. EA. SIDE OF THE ALL RAFTERS SHALL BE 02 '0115-2 REPEATED 48" O.C. TYP. SOUTHERN YELLOW PINE -9DBL 2X4 STUDS 6 MIN. CEILING JOISTS. JOISTS 24" O.C. MAX. SECTION PLATE CONT. 16" O.C. t0 BE PER NOTE 1 s 8'-0" (MAX.) 512E SHALL BE TYP. Masonry Gable End DETERMINED ACCORDING W/ SIMPSON S 3 SCALE: NTS TO THE LENGTH OF SPAN } HT520 gal 32" - - --1N �I(V O.C. OR 0516 : NOTES: m m 2x4 WD CONST. w TO ALIGNING FLASHINGS ALL-AROUND --"" 2X4 1, ADJACENT NAILS ARE 16" O.C. 8'-0" TO 7-0" ---- 2X8 SIDES OF THE COLUMN tau STUDS BELOW SADDLE DRIVEN FROM OPPOSITE d- 0 SEE NAILING APA RATED SHEATHING. SEE NAILING 2. ALL NAILS PENETRATE 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE CABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME 12'-0" TO 15'-0" - -- 2X10 ALL N 3/4 OF THE CUT OUTSIDE EDGE v ATTACHMENTS - PLUMB TO ALLOW 4 X1311 xl 3G1/2I WITH 15'-011 TO 18'-0" --- 2X12 - 50LIp CONNECTION C5 16 TOP t0 EA. STUD ALL LAMINATION TIO OF THE LAST LAMINATION ~4 w/ 5HEATHING FASTEN CHORD TO 2x4 DIAGONAL AROUND PERIMETER. 3. FOR 4 -PLY, PROVIDE 1/4" `" ° TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" ATTACHED W/l4) 0.131 x / BLOCKING w 1/4" x EA. 3 1/2 NAILS DIA. X 5 1/2" LAG SCREWS OR EQUAL SHEATHING. SEE M4X INTERSECTING NOTES : (SPACE AS SHOWN FOR 5" WOOD SCREWS 0 411 CORNER r NAILING SCHEDULE BLOCKING 3 -PLY) O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR , 1. ALL CEILING FRAME TO BE AS PER TABLE 4, FOR 5 -PLY, PROVIDE 1/4" TRU55)=5 6 24: O.C. ATTACHMENT. U.N.O. s DI EQUAL (SPACE SCREWS AS 1/2" CEILING GYP BD W/ 2. FOLLOW NAILING PATTERN FROM THE I E CH END LSTAI2 APPROVED PLANS FOR SHEATHING ATTACHMENT. SHOWN FOR 3 -PLY) EACH END OF "L 11 501 COOLER NAILS 7" O.C. 5. ° 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM M T Frame Down Cig. EntryREFER TO NDS SECTION ROOF SHEATHING FRAMING w 3. WHEN INSTALLING 51MIMSON PRODUCTS REFER 15.3 FOR ADDITIONAL 4-0.131 x 3 1/2" AREA (4 BAY OR 8 ft S.3 NAILS EACH END 2x4, 2x(o, OR 2x8 FROM MASONRY WALL) m SCALE: NTS TO 51MP5ON'5 INSTRUCTIONS 4 SPECIFICATIONS. INFORMATION � 5.Y.P, "I 16" 0,C, SEE FLOOR LAN FO B Fireplace Chase Detail "T" BRAGSCONVENTIONAL OR LSTAI2 2x4 0 161' o.c. 81-8" PREFA5 ROOF OC. CONTINUE SHEATHING BELOW FRMG 'a ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCL05ED SUCH AS ENTRYWAY5 4 PORCHES vzo�o 2x4 6 16" oz. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL)6 SINGiLE 5TUD CONDITIONx4 4 STUD CORNEA'24" w. Mrl lwrtw IAA rwr.wlalw LAP5PLICE NAILING s SPLICE ALL OTHER NAILING 2411 2-ROWS0.131 x 3" 6" 0!C I- x 3" 0 8" 0/C PRE-ENGINEERED WOOD TRUSSES tv LEAST ONE TRU55 SPACE 4'-011 41.011 NOTE: P 6" OVERLAP •, 2x4 BLOCKING ATTACHED I/2" CEILING GYP SD w! 501 I. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION 51ZE SHALL IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF 0.131 x 3" COMM. 6 16" o.c. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: A BEARING WALL, USE THE FOLLOWING PLATES: EACH END (UN.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-011 ---- 2X4 12'-0" TO 15'-0" ---- 2X10 - 1`51FN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. OR 8 FEET FROM MASONRY WALL) 4'_0" TO 8'-0" 2X615'-0" TO 18'-0 2X12 - P5PN51&Z IN LOCATIONS WHERE A LAP SPLICE IS CLOSE. " ---- 8'-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE 02 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) S-3 (For Illustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 5IMP50N HT51& 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 USING (14) 10d NAILS. INSTALL THE 1201 COM. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING G EACH SIDE OF TRU55 4 THREADING 12" O.C. SCHEDULE TABLE ATTACHMENT. U.N.O. WK4) 0.131 x 3 1/2" NAILS fD THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. 4-1601 COM. FOR ATTACHMENTS INTERSECTING BLOCKING 2-8d COM. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD U51NG 6IM95ON HT520 W1( 20) 1001 0.131 x 1-0 NAILS FOR 2x12 RAFTERS (1&) 10d NAILS FOR 2x10 RAFTERS (14) 10d NAILS FOR 2x6 MINIMUM (2) 0.131 x 3 I/2MINIMUM ,, 2-2 x4 W/1/2 PLYUJp COM. S" O.C. " 1"X4" TRU55 M4x RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-011 SPACER NOTE: 2X4'5 APA RATED SHEATHING. SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. MAY BE TURNED 51MP50N HTT4 W/ PER JOINT BRACING. SEE NAILING SCHEDULE TRU55E5 RE-ENGINEERED 24" ODC. 5. SECURE RAFTERS TO I ,, °� FLATW15E 50 NO . 518" PIA A.B. TABLE FOR ATTACHMENT. RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d °* SPACER IS NEEDED. NAILS INTO RIDGE BEAM 4 liJ 1001 x 1 I/2 NAILS INTO 2x12 RAFTERS. USE (S) 1001 4 (6) 1001 16d COM. � 8" o.c. Truss Brach Overlap Detail u.N.o. /211 CEILING ILS 7 O.C.R RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 COOLER NAILS O.. A EQUAL, RAFTERS. USE L5U2& W/ (6) 10d 4 (5) I06 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" 10d COM. 0 1211 o.c. S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER, 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED t0 RIDGE 4-16d COM. ll) SIMP50N LSTAI2 ft FROM MASONRY WALL) BEAM W/ (8) 1001 NAILS. STRAP 48" O.C, 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INS• I-4E,4D�R ANON -i=3 ,4RINC % 4 51 SEE FLOOR PLAN FOR (1) SIMPSON HETA20 INSTALLATION SUPPORT OF MSTA24 5TRAP5. 5ECURE BLOCKING W/ (3) I&d TOENAILS AT I� CORNER SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C. ATTACHED TO EACH END INTO TDP CORD. 9tRAPPING IN�oRrlArloN LENGTH 4 WIDTH BOTTOM CHORD OF EXPANDED 0.131 x 3 I/2 TOENAILS EACH END, DBL TOP ,PLATE FASTEN CAP TO CHASE w/ GABLE BLOCKING UNO. General Wood Attachment D 0.131 x 31/2" R.5. NAIL5 6 12" DETAIL (TYP) FLAT OR CATHEDRAL J Valle Set Attachment Detail P Details O.C. ALL-AROUND S" MA50NRY WALL WKU °'S I/211 GYP BD S-3 SCALE: NTS S 3 N u SCALE: NTS REBAR CONT. IN a NOTE: CROSS BRACING 4 WALL SHEATHING KNOCKOUT COURSE ALL BLOCKING TO BE INSTALL SIMPSON LU524 NAILED PER KNEEWALL MIN. EA. SIDE OF THE ALL RAFTERS SHALL BE 02 '0115-2 REPEATED 48" O.C. TYP. SOUTHERN YELLOW PINE -9DBL 2X4 STUDS 6 MIN. CEILING JOISTS. JOISTS 24" O.C. MAX. SECTION PLATE CONT. 16" O.C. t0 BE PER NOTE 1 s 8'-0" (MAX.) 512E SHALL BE TYP. Masonry Gable End DETERMINED ACCORDING W/ SIMPSON S 3 SCALE: NTS TO THE LENGTH OF SPAN } HT520 gal 32" - - --1N �I(V O.C. OR 0516 : NOTES: m m 2x4 WD CONST. w TO ALIGNING FLASHINGS ALL-AROUND --"" 2X4 1, ADJACENT NAILS ARE 16" O.C. 8'-0" TO 7-0" ---- 2X8 SIDES OF THE COLUMN tau STUDS BELOW SADDLE DRIVEN FROM OPPOSITE d- 0 SEE NAILING APA RATED SHEATHING. SEE NAILING 2. ALL NAILS PENETRATE 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE CABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME 12'-0" TO 15'-0" - -- 2X10 ALL N 3/4 OF THE CUT OUTSIDE EDGE v ATTACHMENTS - PLUMB TO ALLOW 4 X1311 xl 3G1/2I WITH 15'-011 TO 18'-0" --- 2X12 - 50LIp CONNECTION C5 16 TOP t0 EA. STUD ALL LAMINATION TIO OF THE LAST LAMINATION ~4 w/ 5HEATHING FASTEN CHORD TO 2x4 DIAGONAL AROUND PERIMETER. 3. FOR 4 -PLY, PROVIDE 1/4" `" ° TO ROOF SHEATHING CHIMNEY APA RATED 1'-0" ATTACHED W/l4) 0.131 x / BLOCKING w 1/4" x EA. 3 1/2 NAILS DIA. X 5 1/2" LAG SCREWS OR EQUAL SHEATHING. SEE M4X INTERSECTING NOTES : (SPACE AS SHOWN FOR 5" WOOD SCREWS 0 411 CORNER r NAILING SCHEDULE BLOCKING 3 -PLY) O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR , 1. ALL CEILING FRAME TO BE AS PER TABLE 4, FOR 5 -PLY, PROVIDE 1/4" TRU55)=5 6 24: O.C. ATTACHMENT. U.N.O. s DI EQUAL (SPACE SCREWS AS 1/2" CEILING GYP BD W/ 2. FOLLOW NAILING PATTERN FROM THE I E CH END LSTAI2 APPROVED PLANS FOR SHEATHING ATTACHMENT. SHOWN FOR 3 -PLY) EACH END OF "L 11 501 COOLER NAILS 7" O.C. 5. ° 2x6 BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM M T Frame Down Cig. EntryREFER TO NDS SECTION ROOF SHEATHING FRAMING w 3. WHEN INSTALLING 51MIMSON PRODUCTS REFER 15.3 FOR ADDITIONAL 4-0.131 x 3 1/2" AREA (4 BAY OR 8 ft S.3 NAILS EACH END 2x4, 2x(o, OR 2x8 FROM MASONRY WALL) m SCALE: NTS TO 51MP5ON'5 INSTRUCTIONS 4 SPECIFICATIONS. INFORMATION � 5.Y.P, "I 16" 0,C, SEE FLOOR LAN FO UNBRACE WALL HEIGHT B Fireplace Chase Detail P R PRE-ENGINEERED 51ZING OF STUDS TRUSSES 6 24" O.C. 2x4 0 161' o.c. 81-8" 2x4 6 16" ac. FLAT OR CATHEDRAL 2x4 6 16" oz. 9'-411 SCALE: NTS !91 SHEATHING BLOCKINGS ALL (1) SIMPSON HIOA OR HTSI& 2x6 -a 1&" c.c. 11,M0111 USE EDGE NAILING SCHEDULE, NOTE: CRO55 BRACING 4 SCHEDULEpABSHEATHING. BRACING PER TRUSS E FOR ATTAHENAILING ALL BLOCKING TO BE ,� TYP. Frame Wall Gable End REPEATED 48 O.C, TYP. ENGINEERING U.N.O. S 3 SCALE: NTS 1'-0" 770101110 M,4X UNBRACE WALL HEIGHT + 2 5YP 81-011 2x4 0 161' o.c. 81-8" 2x4 6 16" ac. 9'-011 2x4 6 16" oz. 9'-411 2x4 's 1611 c.c. 10'-011 2x6 -a 1&" c.c. NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS," "LUMBER DEPTHS (2) 211x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0,131 x 311 ATTACH w/ (2) ROWS OF w/ SIMPSON 5D525600 WOOD BE SUBSTITUTED FOR R.5. NAILS 0.131 x 3" R.S. NAILS s &" SCREWS STAGGERED 6 &11 ANY STUD WORK AT 16" STAGGERED tv 6" O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (*2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR 5YP MIN.)" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIPER THAN 8" APA RATED PRE-ENGINEERED 6" USE (3) ROWS. USE (2) ROWS 0 6" O.C.. APA RATED SHEATHING. SEE NAILING SHEATHING. SEE TRUSSES 6 24" N 141 m h MAX., Ex C, Enclosed, Exterior Frame Wall Table NAILING SCHEDULE O.C. SCHEDULE TABLE FOR ATTACHMENT, 3 SCALE: NTS $.3 gip. Nailing Schedule for Built -Up Columns &BEAMS o U.N.O. TABLE FOR ,L. ATTACHMENT. U.N.O. �- SCALE: NTS SEE DETAIL A NOTE: THREE OR ON TH15 SHEET OMPRE5510N WEB DROPPED MORE REPEATED SLOPING OR WHEN TRUSS 4 STUD ARESEE (TYP) IDENTICAL TRUSSES 6 ° NOTE: BLOCKING GABLE END FOR o BOTTOM CORD 20'-0" 20'-011 DIAGRAM OUTRIGGER o°' VERTICAL ALIGNED SIMPSON TWIST SHALL HAVE 3 STRAP TYPE CONNECTOR 1. SEE TRUSS DIAGONAL BRACES. (HTSIMTS) MAY BE MANUFACTURER'S BRACING 1X4 (1) SIMP60N 2x4 BLOCKING 1/2" CEILING GYP BD W/ Jwl REQUIRED BY NAILED TO TRU55 4 STUD TRUSS ENGINEERING MIN. LSTAI2 STRAP ATTACHED W/ (2) 56 COOLER NAILS ill ONTINUOUS PERMANENT LATERAL BELOW. NO 5PH4 15 WHEN SCUD 15 CUT SHEETS FOR 48" O.C. 0,131 x 3 1/2" R.5. O.C. OR EQUAL, HIB -91) BRACE (CLB) NEEDED -9 THIS STUD. NOT ALIGNED WITH A TRU55 PERMANENT BRACING TOENAILS EACH DIAPHRAGM AREA l4 D ° AND/0R WHEN ADDITIONAL HETA 20 � 48 O.C. END; UNO, BAY OR 8 ft FROM MOTE: ° ATTACHED TO - MASONRY WALL) AT 2x6 WALLS USE SPH& ° CL5 DIAGONAL — ATTACHED GYP BD ERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF TRU55 STRAP I5 THAT MY BE REQUIRED. FLAT OR CATHEDRAL ° ° ° NOT DIRECTLY 2. "T" BRACING MAI' BE BRACE as BOTTOM CHORD OF .•, 1/2 CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. ° ° ATTACHED TO REQUIRED BY GABLE GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 AT 2x8 WALLS USE 5PH8 ° ° STUD USE (1) USED IN PLACE OF REQ SHOULD BE REPEATED CONNECTORS IN LIEU OF SIMP50N 5PH4 PERMANENT BRACING 01 NOTE: CR055 BRACING 4 APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 5P2 PROVIDED IT EXTENDS w 8" MASONRY WALL ALL BLOCKING TO BE W/(1) *5 REBAR CONT. FOR WALLS LARGER THAN OVER LEAST 9P>ia OF a - IN KNOCKOUT COURSE REPEATED 48 O.C. TYP. 1x4 MIN. BRACING W/(3) 0,131 x 2x8, USE 6IMP50N SPI'S ON TYPICAL HIOA CONFIGURATION DO NOT NAIL 3 1/2" NAILS -8 INTERSECTING EACH SIDE OF STUD TO ° THROUGH OTHER STRAPPING/CONNECTORS. THE WEB. WEBS BOTTOM PLATE 4 SIMPSON REFER TO CONNECTOR NOTES FOR FRAME TO SP2'S ON EACH 51DE OF TRUSS CONNECTIONS. STUD TO TOP PLATES, ° U.N.O." 0 m ONE 11,M0111 �iC 770101110 Gable Section - For Gable Less Than CUB Diagonal Brace 2 M 0 ax Intervals Detail TOP e BOTTOM CORP C I NOTE: SEE TRUSS LAYOUT S'3 � �� SCALE: NTS S'3 SCALE: NTS FOR ANY ADDITIONAL GABLE END. BRACING s 4 -0 High 5TRAPPING REQUIRED o (Frame Wall Truss Connection Detail Gable & CI Bracing Diagram (4;Ro O.C. OF TRU 5 FIRST S-3 R R SE SCALE: NTS S.3 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD ANA REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NORK. 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 HONK MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NITHOUT 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 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY O O -p 711 Q < O ' ooLn 4 momr "CJI DATE 06-30-17 SCALE N07'EO DRAWN MK/PPK JOB - Sheet content: Structural Details Sheet number: 53-141 '— DBL. 2 x 4 TOP PLATE SIMPSON 5PH4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR - ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION --�. PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE SEE ELEVATIONS WINDOW SEE FLOOR PLAN FOR SIZES NOTES: I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP E BOT. CORD OF TRUSS. 51MP50N L5TA30 w/ 22 -10d NAILS a 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALG5. 3. ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/16 APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE 51MP50N C816 OR 51MPS0N M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 *2 5YP RIM w/ (5) 0,131 x - 3 1/2" NAILS EA. TRU55 JOIST ( INSET) 2x4 FLATWISE VERT. BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 *2 5YP RIM w/ (5) 0.13 3 1/2" NAILS EA. TRUSS JOIE (INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 8" CONC. K.O. BLOCK BOND— BEAM POUR 50LID W/ I - *5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG, SILL 4" HIGH GONG. BLK. 8" CMU PER ASTM -C 90 1900 PSI MIN. W/ TYPE M OR 6 MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS 5HOWN. AT 2x8 WALL5 USE 5PH8 CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 6P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRUSSES .@24" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALG5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR -s EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PH4 m 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP, BOARD RETURN '— DBL. 2 x 4 TOP PLATE 51MP50N 5PN4 6 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES ENGINEERED ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING 4 SHEATHING INSULATION DETAIL BAFFLE \--INSULATION PER COMMUNITY SPECS OR ENERGY CALG5 \--1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 's EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ SIMPSON 5PH8 6 16" O.C. EACH SEE STUD (12) 10d NAILS EACH. ELEVATION GYP. BOARD RETURN WINDOW SILL - GAULK ,@ WINDOW 1/2" GYPSUM BOARD L.O 41'GONG. SLAB. —SEE FOUND. PLAN FINISH PER FBCR 103.6 ° ° FOOTING SEE FOUNDATION PLAN FOR 51ZES 4 MORE INFO. Typical Two Story Wall Section !f" SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL - GAULK ,s WINDOW WIND RESISTANT ��� 1/2" GYPSUM 50ARD PRE -CAST GONG. SILL 4" HIGH GONG, BLK. 6" CMU PER ASTM -G 90 1900 4"CONC. SLAB. PSI MIN, W/ TYPE M OR 5` -SEE FOUND. PLAN MORTAR PER ASTM -C 210. a 5/8" CEMENTITIOUS ----�� FINISH PER FBCR 103.6 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Wall Section S!f)W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES WINDOW SILL CAULK a WINDOW 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, WINDOW 51LL CAULK 6 WINDOW EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX 2 x 4 SILLZZ 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. 2 x 8 SILL BY dL INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR ENERGY CALC5 2X FRAME WALL SEE TABLE "N" ON SHEET 6-3 FOR Z @ °E <Q c) o �7 "N" ON SHEET 5-3 FOR �a o o X68 SPACING. U J N L ti SPACING. 1/2" GYPSUM BOARD Imom MM �, mom —1/2" GYPSUM BOARD 6co CC) 7/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "0" "O" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD DATE 00-3.047 SCALE NOTED DRAWN MK/POK _ FLOOR TRU55ES 24" O.C. INSTALL 1/2" DIA. x 8" "J" BOLTS 4 WASHERS W/ 5" IMBED 6 2'-0" O.C. (MAX.) CENTERED ON WALL. 51MP50N SPH8 e 2x8 PT SOLE PLATE ° 5IMP50N HETA20 6 32" O.G. IF ATTACHED TO RIMJOISTS. 624" O.C. °. MAX IF ATTACHED TO FLOOR USE 2- 05 BARS IN K.O. BLOCK IX P.T. FURRING HORIZ. TRUSSES TOP (2) TWO COURSES .Q'° 1/2" CEILING GYP. BOARD SEE •• NOTE ON N-1 PAGE FOR GARAGE APPLICATION 1X P.T. FURRING HORIZ. 8" GONG. K.O. BLOCK BOND BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ, MIN. LAP -- 25" 1 x 6 P.T. CURTAIN NAILER 9 OPENINGS 1 x 6 P.T. CURTAIN NAILER Q OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 01 SEE FLOOR PLAN FOR SCHEDULE 5EE FLOOR PLAN FOR SCHEDULE I x P.T. SUCK STRIP I x P.T. BUCK STRIP WINDOW SILL - GAULK ,@ WINDOW 1/2" GYPSUM BOARD L.O 41'GONG. SLAB. —SEE FOUND. PLAN FINISH PER FBCR 103.6 ° ° FOOTING SEE FOUNDATION PLAN FOR 51ZES 4 MORE INFO. Typical Two Story Wall Section !f" SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WINDOW SILL - GAULK ,s WINDOW WIND RESISTANT ��� 1/2" GYPSUM 50ARD PRE -CAST GONG. SILL 4" HIGH GONG, BLK. 6" CMU PER ASTM -G 90 1900 4"CONC. SLAB. PSI MIN, W/ TYPE M OR 5` -SEE FOUND. PLAN MORTAR PER ASTM -C 210. a 5/8" CEMENTITIOUS ----�� FINISH PER FBCR 103.6 FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Two Story Wall Section S!f)W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY 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 Z @ °E <Q c) o �7 w zoo w � �a o o X68 Q U J N L ti Imom MM �, mom 6co CC) 0 DATE 00-3.047 SCALE NOTED DRAWN MK/POK JOB ,Sheet content: Structural. Details Sheet number: 54 / CMU WALL - SEE ----/ FLOOR TRUSSES ---/ FLOOR PLAN FOR TYP. MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PA561NG TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU65/RIM J015T AT 4" O.C. ALL NAILS TO BE 0,131"x3-1/2" MIN. TYPICAL. Cross Strapping Detail 8-5 SCALE:NTS NOT;=: "AT 2x6 WALLS USE SPH( CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF 51OH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." SIMP50N 5PN4 TO EA. DBL 2x S.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 NAILS. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED 00 MAX. 16" O.C., SEE 2x4 S.Y.P. *2 RIBBON W/4 -10d EA. FLOOR TRUSS. C51( OR MSTA 36 Q 32"O.C. (36" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 SYP 02 WOOD 3-0.131 x 31/2" GEA. BLOCK BETWEEN JOINT SIDE, FLOOR JOIST WITH 5-1(d HETA20 6 32" O.G. ON THE TOENAILS. INSIDE FACE OF 2x12 NOTE; SEE 'N75-3 FOR STUD INFORMATION SALT. Frame/Masonry Connection #1 NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE ATTACH TRUSSES PER FRAMING CROSS STRAPS WITH (1) SHEATHING AS NOTES. IF TRUSSES ARE PARALLEL, 1ASHER DELINEATED PROVIDE BLOCKING AT 24" O.C. THREAD J11011(C�OUPLING ELSEWHERE INP OUBLE TOP PLATE AND ATTACH WITH (3) 0.131"x3-1/2" DIA SET. (MIN. STUD GRADE SYP) TOENAILS AT EACH END TYP. A.B.=XTEN51ON DETAIL PROVIDE A BOTTOM PLATES/END STUDS. MINIMUM 2 PLY END STUD AT ops r-4 a A v DEGREES OR LESS IN LU RELATION TO HORIZONTAL. EACH END OF TYPIF 40e DOUBLE END STUD IS OVER A PULL DEPVKING ry VOID SPACE, 0 2 INSTALL SOLID 2X SHEATHING EDGES w/ (3) TYP. /001 2x STUDS DATE PJ8_3P�-17 O.C. DRAWN MK/POK JOB _ END(0" CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REP. C/5-1. 5IMP50N HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN SIMPSON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, / CMU WALL - SEE ----/ FLOOR TRUSSES ---/ FLOOR PLAN FOR TYP. MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PA561NG TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU65/RIM J015T AT 4" O.C. ALL NAILS TO BE 0,131"x3-1/2" MIN. TYPICAL. Cross Strapping Detail 8-5 SCALE:NTS NOT;=: "AT 2x6 WALLS USE SPH( CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF 51OH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." SIMP50N 5PN4 TO EA. DBL 2x S.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 NAILS. FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 8 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED 00 MAX. 16" O.C., SEE 2x4 S.Y.P. *2 RIBBON W/4 -10d EA. FLOOR TRUSS. C51( OR MSTA 36 Q 32"O.C. (36" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 SYP 02 WOOD 3-0.131 x 31/2" GEA. BLOCK BETWEEN JOINT SIDE, FLOOR JOIST WITH 5-1(d HETA20 6 32" O.G. ON THE TOENAILS. INSIDE FACE OF 2x12 NOTE; SEE 'N75-3 FOR STUD INFORMATION SALT. Frame/Masonry Connection #1 NOTE: AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." NOTE: SEE 'N75-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE SPH( CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN, AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPl'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 51=2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 2" DIA NUT THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE J/ MIN I-1/4" CROSS STRAPS WITH (1) DIA x 1/8" EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX 1ASHER 1/2 DIA PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE THREAD J11011(C�OUPLING REVISIONS 1n DIA/2" DIA ANCHOR A.B.=XTEN51ON DETAIL NOTE: SEE 'N75-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE SPH( CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN, AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON SPl'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 51=2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." AT CROSS STRAPPED SEGMENT, IF SHEATHING IS GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 7 O.C. OR $6 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING IS OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 2 5IMP50N 5PH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 SIZE WALL STUDS. S' SHALL BE INET MAX. 16" O.C. DIA. 1/2" J -BOL OR WITH SIMPS SET EPDXY 5" EM5EDMENf Q SCALE:NTS JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRUSSES tv24" O.G. INISULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR -m EACH TRUSS PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLI: PLATE 5PN4 6 EA. STUD PROVIDE (2) 1601 COM @ EACH TRUSS 1/2" GYPSUM 5IMP50N C51( W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 8 NAILED SEE SCHEDULE DETAIL 11 0" 11050 MAX 6 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15t FLR)„—PRE ENGINEERED WOOD FLOOR TRUSSES -8 24” O.C. 2x4 02 SYP RIM w/ (3) 16d NAILS EA. TRUSS JOIST (INSET) 1/2" GYPSUM BOARD SIMP60N MTS(( -m EACH FLOOR TRUSS 24" O.C. MAX. I/2" GYPSUM CEILING BOARD W/ KNOCK - 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N -I PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPN4 1(" O.C. w/ (12) 10o1 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT -9 24" O.C. W/ NUT 8 2" SQUARE PT 2X BOT. PLATE w/ BY 1/6" WASHERS 5IMP60N 5PN4 a EA. STUD w/ (10) 106 NAILS 4"CONC. SLAB. SEE EACH FOUND. PLAN VA FOOTING SEE FOUNDATION tl •d PLAN FOR 5IZE5 4 MORE INFO. Typical Two Story Interior Bearing Shear Wall Section SCALE:NTS rr�r� DECKING — 2"X4" PANEL BLOCKING -s 48" 0/C — FOR THE FIRST S'-0" OF END WALL PROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2"X4" CROSS BRACE a 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2"X4" BLOCKING DPCKING 2`X4` PANEL BLOCKING 6 48" 0/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 21iX4" CROSS BRACE .9 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" -S EA. END INTO 2"X4" BLOCKING 2 "x4" PANEL BLOCKING @ 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 1(d TOE NAILS. *** WHEN CROSS BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2ND FLOOR FRAMING 5IMP50N CSl( OR M5TA36 STRAP a 32" O.C., EVERY OTHER EACH STUD FLOOR JOIST -SEE FRAMING PLAN WEEP SCREED INSTAILED PER MANUF SIMPSON HETA20 6 32" O.C. MAX. 2ND FLOOR FRAMING 5IMP60N GSI( OR MSTA3( OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. FLOOR JOIST -SEE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a 1ISTA3& OR C616 OR NPT,420 LU-41CH IS NOT 4LIGNPD UJ/ TRUSS V3=RT. WPB USING 2-0.131" X 3 1/2" TOENAILS Q PA. PND. FLOOR ?'0. JOIST q� (TYP) 2 "x4" CROSS BRACE s 48" O.G. FOR --� `1 THE Ist 2'-0" OF END WALL W/ (2) 10dx3" s EA. END INTO 2`x4` BLOCKING. (ANGLE NOT TO EXCEED 45°) , *** WHEN ANGLE IS GREATER THAN 45°, I T CROSS BRACE e 48" O.C. FOR THE Ist I 4'-0" OF END WALL. Floor Truss Parallel To Bra. Wall 2nd FLOOR WALL SEE *** WHEN DISTANCE IS LESS THAN 2'-0" THE FIRST BAY EXTEND SHEATHING TO BOTTOM OF BEAM OR. GIRDER -.,A SIMP50N CSl( W/ MIN (22) 106 COMMONS (I1 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS -a 6" O/C O (ZSecond Floor Frame Connection @ Girder S-5 i SCALE:NTS �m NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES INSTALL 5IMP50N C516 THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CROSS STRAPS WITH (1) WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX 0.131"6-1/2" NAIL AT EACH HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PASSING STUD AND BLOCK, REVISIONS ,. AND WITH 4 NAILS MINIMUM AT EACH END TO TOP AND w BOTTOM PLATES/END STUDS. STRAPS SHOULD BE DIAGONAL AND AT 45 ops r-4 a A v DEGREES OR LESS IN LU RELATION TO HORIZONTAL. N INN NNW TYPIF 40e DOUBLE END STUD IS OVER A U, ry VOID SPACE, 0 2 INSTALL SOLID 2X BLOCKING BELOW. TYP. AT CROSS STRAPPED SEGMENT, IF SHEATHING IS GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT 7 O.C. OR $6 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD. IF SHEATHING IS OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 2 5IMP50N 5PH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 SIZE WALL STUDS. S' SHALL BE INET MAX. 16" O.C. DIA. 1/2" J -BOL OR WITH SIMPS SET EPDXY 5" EM5EDMENf Q SCALE:NTS JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE: NTS ENGINEERED ROOF TRUSSES tv24" O.G. INISULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR -m EACH TRUSS PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLI: PLATE 5PN4 6 EA. STUD PROVIDE (2) 1601 COM @ EACH TRUSS 1/2" GYPSUM 5IMP50N C51( W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 8 NAILED SEE SCHEDULE DETAIL 11 0" 11050 MAX 6 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15t FLR)„—PRE ENGINEERED WOOD FLOOR TRUSSES -8 24” O.C. 2x4 02 SYP RIM w/ (3) 16d NAILS EA. TRUSS JOIST (INSET) 1/2" GYPSUM BOARD SIMP60N MTS(( -m EACH FLOOR TRUSS 24" O.C. MAX. I/2" GYPSUM CEILING BOARD W/ KNOCK - 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N -I PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPN4 1(" O.C. w/ (12) 10o1 NAILS EACH 1/2" GYPSUM BOARD 1/2" ANCHOR BOLT -9 24" O.C. W/ NUT 8 2" SQUARE PT 2X BOT. PLATE w/ BY 1/6" WASHERS 5IMP60N 5PN4 a EA. STUD w/ (10) 106 NAILS 4"CONC. SLAB. SEE EACH FOUND. PLAN VA FOOTING SEE FOUNDATION tl •d PLAN FOR 5IZE5 4 MORE INFO. Typical Two Story Interior Bearing Shear Wall Section SCALE:NTS rr�r� DECKING — 2"X4" PANEL BLOCKING -s 48" 0/C — FOR THE FIRST S'-0" OF END WALL PROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS 2"X4" CROSS BRACE a 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2"X4" BLOCKING DPCKING 2`X4` PANEL BLOCKING 6 48" 0/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 21iX4" CROSS BRACE .9 48" O/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" -S EA. END INTO 2"X4" BLOCKING 2 "x4" PANEL BLOCKING @ 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM EA. END. (TYP) TOP 8 BOTTOM CHORD ATTACHED W/ (2) 1(d TOE NAILS. *** WHEN CROSS BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2ND FLOOR FRAMING 5IMP50N CSl( OR M5TA36 STRAP a 32" O.C., EVERY OTHER EACH STUD FLOOR JOIST -SEE FRAMING PLAN WEEP SCREED INSTAILED PER MANUF SIMPSON HETA20 6 32" O.C. MAX. 2ND FLOOR FRAMING 5IMP60N GSI( OR MSTA3( OR EQUAL AT EACH STUD, TO STUD (ABOVE/BELOW), FLOOR JOIST, OR BLOCKING. FLOOR JOIST -SEE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a 1ISTA3& OR C616 OR NPT,420 LU-41CH IS NOT 4LIGNPD UJ/ TRUSS V3=RT. WPB USING 2-0.131" X 3 1/2" TOENAILS Q PA. PND. FLOOR ?'0. JOIST q� (TYP) 2 "x4" CROSS BRACE s 48" O.G. FOR --� `1 THE Ist 2'-0" OF END WALL W/ (2) 10dx3" s EA. END INTO 2`x4` BLOCKING. (ANGLE NOT TO EXCEED 45°) , *** WHEN ANGLE IS GREATER THAN 45°, I T CROSS BRACE e 48" O.C. FOR THE Ist I 4'-0" OF END WALL. Floor Truss Parallel To Bra. Wall 2nd FLOOR WALL SEE *** WHEN DISTANCE IS LESS THAN 2'-0" THE FIRST BAY EXTEND SHEATHING TO BOTTOM OF BEAM OR. GIRDER -.,A SIMP50N CSl( W/ MIN (22) 106 COMMONS (I1 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS -a 6" O/C O (ZSecond Floor Frame Connection @ Girder S-5 i SCALE:NTS �m NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ops r-4 a A v Qi z O lfl LU LU N INN NNW mmm mmm 42 40e 0 U, ry ry 0 2 -�l DATE PJ8_3P�-17 SCALE NOTED DRAWN MK/POK JOB _ Sheet content: Structural Details Sheet number: DRYWALL OVER PUP BLOCK W 11!16x11/16 COVE MC (01¢0) Ix6 TRIM (WINDOW PER PLA (WINDOW PPR PLAN) COMF1 0SITE WINDOW SILL SQUARED DETAIL— EDGES Ix6 TRIM -----'" BEAD BOARD --- PANELING DRYWALL FINISH — OVER PURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL--,,,, BELOW SILL D LINE OF WALL — WINDOW >ETAIL 1/4' DOOR CASING ELEVATION (0366) I 11F dx6 TRIM I BELOW GAP PLAN) 1/2" DRYWALL 8' W. CORIAN LINE OF TRIM _ _-- CASING (0366) BELOW CAP CAP DRS. PER PLAN) SIE � TILE FINISH BELOW - _--------- 2x STUDS (PER P LIN(: CASING PER PLAN) I �) RESISTANT RESISTANT _ BELOW =_ ----- --11 WALL. BD. V2' DRYWALL � BATH iI DRYWALL FINISH I v (HELD OVER 1/2' COMPOSITE WINDOW PLAN SILL OVER FURRING BLOCK WALL ON COMPOSITE WINDOW DRYWALL FINISH SIDE WAI.l:: P ■ P-0' !0366) SILL OVER 2x WALL (SEE SECTION PLAN PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BDN, NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN '' °''�' PLAN SPECIFIC PER PLAN VALE''' °'''0' SHIMAS 1'-4' ENCL06URE SHIM AS It -4l 1\\F 8' W. CORIAN I�a'D. GAP INVERTED 2 1/4' 1' INVERTED 2 1/4' I' DOOR CASING (0366) 1, DOOR CASING (0366) 2x STUDS (PER 2x STUDS (PER STD. 2x STUDS (PIR PLAN) STD. PLAN) 2' CAMET CABS YAINTY) CABINET V1 DRYWALL In' DRYWALL 114' BASE BD. 3 114' BASE BD. '- 13 0366 10366 QUARTER QUARTER 31/4' BASE 5D. (0366) ROUND ROUND CALI. TOP HIGH BAR TOP VANITY LOW WALL SALE: in' : I' -V SCALE: In' S P-0' SCALE: 1n' : P-0' 8' W. CORIAN TEMP. GL, ENCLOSURE WHITE PINE OVER 2x WALL (SEE GAP PLAN) 1/2" DRYWALL 8' W. CORIAN 2x6 WALL CASING (0366) BELOW CAP CAP DRS. PER PLAN) 1/2' WOOD FILLER � TILE FINISH TILE 2x STUDS (PER P OVER WATER OVER(NISW WATER PLAN) �) RESISTANT RESISTANT II WALL BR WALL. BD. V2' DRYWALL � BATH iI SHOWER SHOWER (HELD OVER 1/2' SHOWER TYP. 3 1/4' BASE BD. �� SIDE WAI.l:: P ■ P-0' !0366) SECTION PLAN SHOWER LOW WALL SCALE: in' :14, TILE TO WRAP IN WINDOW SHOWER WINDOW SCALE: 1/4's I'-0' Y TOP (WINDOW - ----- ___ PER PLAN) COMPOSITE WINDOW - SILL S RSED DETAILEDGE — INVERTED 2 1/4" --- DOOR CASING (0366) DRYWALL FINISH OVER FURRING ON BLOCK WALL SILL (WINDOW PER PLAN LINE OF WALL BELOW LL /2' out IE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL ELEVATION DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L WINDOW )STAIL 1/4' DOOR CASING (0366) FLOORING / 5A5E 50ARD NOTE: WHEN TILE FLOOR 15 SELECTED ONL*r 5A5E 5OARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5 LECTED 5A5E 50ARD AND 5HOE > IOULD ARE IN6TALLED. /sW► 7 MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER CfLAP SLAB SCEP AND _ DRYWALL TRANSITION 3 /4 BASE BD. TYPN, BASE BDN, AT GARAGE / MAIN HOUSE SCALE: 1" : I'-0' NOTE: DRAUJING& ON 11 "x'17" SI -BEET WILL 5E ONE �4AL.r- TSE 5GALE NOTED 5 1/4' CROWN 3 (045) 5 1/4" CROWN BA4.1'°11.0' Ix6 V DRYWALL FINISH WHITE PINE OVER 2x WALL (SEE In' DRYWALL PLAN) Ix JAMB 2 1/4' DOOR 2x6 WALL CASING (0366) (81 -PASS HELD DOWN 1/2' DRS. PER PLAN) 1/2' WOOD FILLER 2x4 STAIR HEAD WALL CAP DRYWALL FINISH OVER 2x WALL (SEE (BI -PASS PLAN) DRS. PER PLAN) 1/2111 �k 2 1/4' DOOR CASING (036(o) (HELD OVER 1/2' PLAN TYP. BI -PASS DRS. CASING DETAIL WAI.l:: P ■ P-0' MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER CfLAP SLAB SCEP AND _ DRYWALL TRANSITION 3 /4 BASE BD. TYPN, BASE BDN, AT GARAGE / MAIN HOUSE SCALE: 1" : I'-0' NOTE: DRAUJING& ON 11 "x'17" SI -BEET WILL 5E ONE �4AL.r- TSE 5GALE NOTED 5 1/4' CROWN 3 (045) 5 1/4" CROWN BA4.1'°11.0' Ix6 DROYER W/ WHITE PINE No oj In' DRYWALL 3 I/4' BASE BD. 150 STATE S1RMr FAST OL MMAk ROMA 3*" 813.925.1300 TEL 813.9'25.1800 FAX www.DAV CCM TAMPA • DENVER. (0366) 2x6 WALL JLLa 36' OR 42' HIGH PL AN ��• 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN wAF, "°''-v IxIo R ROUTER W/ WHITE PINE - No oj In' DRYWALL 31/4' BASE BD. 150 STATE S1RMr FAST OL MMAk ROMA 3*" 813.925.1300 TEL 813.9'25.1800 FAX www.DAV CCM TAMPA • DENVER. (0366) 2x6 WALL JLLa 36' OR 42" HW PER PLAN ��• 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN "-1`0 TRIM DETAILS Oiw /tMm 220666 CAD FXE 7M MGM 7V ISSUED OB -1B— 8 x w No oj O N 150 STATE S1RMr FAST OL MMAk ROMA 3*" 813.925.1300 TEL 813.9'25.1800 FAX www.DAV CCM TAMPA • DENVER. T w JLLa L O ��• 0 E oo. Oiw /tMm 220666 CAD FXE 7M MGM 7V ISSUED OB -1B— 8 TRIM • nnE • IYP m Halm mrvis DAVIS BEWS DESIGN GPDW 150 STATE S1RMr FAST OL MMAk ROMA 3*" 813.925.1300 TEL 813.9'25.1800 FAX www.DAV CCM TAMPA • DENVER. ---%mog Mr. 19% � ...- TRIM • nnE • IYP m Halm mrvis LJ -8090-5 OAI 51/4" LANDING TREAD RAILING GENERAL STAIR NOTE: DEFER TO FLOOR PLANS FOR TREAD 05F14 AND RISER HEIGHT REQUIRED. INDICATES STRIP FLOORING TO 8E INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ -8090-5 OAK 51/4" LANDING TREAD L-- SELECT 2 1/4" STRIP FLOOR LJ-4042--'- NEWEL J-4042—'-NEWEL POST LJ-80T0MR1 OAK TREADS -7 LJ-80T0MR2 SELECT 2 1/4" STRIP FLOOR LJ-8070MR1 OAK TREADS -7 SEE GENERAL STAIR NOTES OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN U.S. STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS 6+ LJ-4040��'� NEWEL POST�� ,. LJ -1021 LJ -4040 STANDARD - 42" H. ROSETTE CUT THRU KNEEWALL 1x6 PAINTED BAST= PLATE RAILING RAILING " .„w-:.. RAILING (OPT. LJ -6010 WALL BASE CAP 31/4" BASE S -TURN LJ -4040 RAILING SHOWN) DEPTH THE SAME At RAILING STANDARD - LJ-80T4MR1 LJ -1041/8 ----" BASE NEWEL POST�� Ix6 PAINTED BASE CAP (OPT. LJ -8010 SERIES (3 PER TREAD) _ STANDARD - LJ-80T4MRi LJ -5015 WOOD _ TREAD AOR CARPET PLATE _ (OPT. LJ4010 SERIES (3 PER TREAD) TREAD) LJ -8095 OAK Ix8 PAINTED 3 1/4" BASE BD. BASE �. _ -�,i LJ-WIOMR1 PER TM LEVEL BOARDTURNOUT LJ -1011 LEVEL QUARTER TURN AS APRON LJ -1011 LEVEL LJ -3009 LJ -4010 N EWEL POST 1x12 SKIRT BRACKET LJ -4042 QUARTER TURN BOARD NEWEL POST GENERIC TURNOUT W/ NEWEL LJ -045 CARPET STRAIGHT RUN STAIR D ETAI L AND POST FASTENER LJ -4040 STRAIGHT POST NE L POST STAIR D Ef AI L Itis. NEWEL POST OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS LJ -1027--- "`� �--Ixb PAINTED BASE ROSETTE - PLATE LJ -6010 Ixl2 SKIRT 4A" BASNE RAILING - BOARD AS LJ -5015 WOOD BALUSTERS BASE (3 PER TREAD) MOULD STANDARD - LJ-Wl4MRI Ix12 SKIRT _ TREAD FOR CARPET BOARD = (OPT. LJ -WTO SERIES - TREAD SHOWN) LJ -8095 OAK Ix8 PAINTED LINEAL COVE RISER MOULDING LJ-8010MR1 BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL NTS. LJ -8090-5 OAI 51/4" LANDING TREAD RAILING GENERAL STAIR NOTE: DEFER TO FLOOR PLANS FOR TREAD 05F14 AND RISER HEIGHT REQUIRED. INDICATES STRIP FLOORING TO 8E INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ -8090-5 OAK 51/4" LANDING TREAD L-- SELECT 2 1/4" STRIP FLOOR LJ-4042--'- NEWEL J-4042—'-NEWEL POST LJ-80T0MR1 OAK TREADS -7 LJ-80T0MR2 SELECT 2 1/4" STRIP FLOOR LJ-8070MR1 OAK TREADS -7 SEE GENERAL STAIR NOTES OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN U.S. STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS 6+ LJ-4040��'� NEWEL POST�� ,. 1x12 SKIRT �'� BOARD LJ -4040 CUT THRU�� ,►3� NEWEL POST CUT THRU 1x12 SKIRL BOARD 1x6 PAINTED BAST= PLATE RAILING RAILING " .„w-:.. RAILING LJ -5015 WOOD WALL BASE CAP 31/4" BASE S -TURN LJ -6010 AS APRON DEPTH THE SAME At RAILING STANDARD - LJ-80T4MR1 LJ -1041/8 ----" BASE TREAD FOR CARPET S -TURN CAP (OPT. LJ -8010 SERIES (3 PER TREAD) _ STANDARD - LJ-80T4MRi LJ -5015 WOOD _ TREAD AOR CARPET BALUSTERS _ (OPT. LJ4010 SERIES (3 PER TREAD) TREAD) LJ -8095 OAK Ix8 PAINTED LINEAL COVERISER MOULDING BASE �. _ -�,i LJ-WIOMR1 PER TM LEVEL BOARDTURNOUT OAK TREAD 3 1/4" OR 5 1/4" LJ -3009 LJ -4010 N EWEL POST 1x12 SKIRT BRACKET LJ -4042 BOARD NEWEL POST GENERIC TURNOUT W/ 2 EA. - LJ -3018 RAIL CARPET STRAIGHT RUN STAIR D ETAI L AND POST FASTENER GENERIC STRAIGHT RUN STAIR D Ef AI L Itis. STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER 4 WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CAIE'ET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS At LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS t0 BE PAINTED WHITE. ��������\���' —FULL HT. WALL LJ-80rt4MR1 �����������������>���� TREAD LJ-80rt0MR2 CARPET STARTS TREAD AT THIS RISER RAILING TALL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.G. SECTION i 1x12 SKIRT �'� BOARD N15WEL RAILING CUT THRU�� ,►3� POST WALL LJ -6010 WOOD BALUSTER RAILING RAILING " .„w-:.. RAILING LJ -5015 WOOD LJ -1047/8 - ---""� BASE CAP AS APRON S -TURN _ MOULD LJ -4042 WOOD TREAD NEWEL DEPTH THE SAME At POST 1x12 SKIRT BD. STANDARD - LJ-80T4MR1 LJ -5015 WOOD 36" H. RAILING TREAD FOR CARPET BALUSTERS _ (OPT. LJ -8010 SERIES (3 PER TREAD) _ TREAD) LJ -8095 OAK EYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS LINEAL COVE BE PARALLEL V.5. MOULDING LL160T BASE PER TM LEVEL 1x8 PAINTED RISER 3 Ido" OR 5 1/4" Ixl2 SKIRT LJ -1040 / 1045 BOARDTURNOUT LJ -3009 LJ -4010 N EWEL POST BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L ,�— 2x STUD WALL w/ DRYWALL FIN. ,--BASE CAP MOULD ,.--1x12' SKIRT WARD LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-8010MR1 OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING 1xi2 SKIRT BD. BASE CAP MOULD 2x12 STRINGERS I TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL Nat TO WAIX LJ -404 42" H. LJ -1021 N15WEL RAILING ROSETTE POST SPACED) LJ -6010 36" H WOOD BALUSTER RAILING RAILING LJ -5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD) RAIL (KEEP HOLE LJ -4042 WOOD TREAD NEWEL DEPTH THE SAME At POST 1x12 SKIRT BD. EACH BALUSTER) BASE LJ -8095 OAK 36" H. RAILING CAP LINEAL COVE LJ -6010 RAILING MOULD MOULDING LJ -4042 17B MR PLANA PER LEVEL NEWEL POST 3 1/411 OR 5 1/4" LINE OF EYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS BE PARALLEL V.5. KTA 3/4" MIN.14OLE DEPTH— FOR BALUSTERS IN TO HAND RAIL (KEEP DOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST %t LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL 1 LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES NTA 4 4 4 4 LJ -5015 LIH-14OL15ASK44 L114-HOL25ASK44 LIW-WOLIKNUC44 LIH-HOL2KNUC44 LIP-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES NTS. LI4-HOL25ASK44 (DOUBLE BASKET) LIW-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYPO LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: �)RAUUING5 ON III'xI-fi" 5HEET UJILL 5E ONE HALF THE 5GALE NOTED N.T.S. I" MIN. HOLE DEPTH FOS BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF KNUCKLI=S TO r BE PARALLEL TO TOP RAIL VI..WIV"ti 11 Y♦ 111.1 li♦_ lwjm-"ANI F-r%v (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL I DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL NT,S. I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 3611 H. RAILING LJ -6010 RAILING oe LJ -4042 NEWEL P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOLWI44 LIH-14OLPLA44 (SCROLL) (PLAIN) LI-ALAK01(2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NTA STAIR DETAILS - LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ DAVIS BEWS DESIGN 0111DW SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. 1" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND N� RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING AIL LJ -6010 RAILING LJ -4042 d • dog NEWEL POST LINE OF M BASKETS TO BE PARALLEL TO TOP RAIL LI4-HOL25ASK44 (DOUBLE BASKET) LIW-HOL15ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYPO LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: �)RAUUING5 ON III'xI-fi" 5HEET UJILL 5E ONE HALF THE 5GALE NOTED N.T.S. I" MIN. HOLE DEPTH FOS BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF KNUCKLI=S TO r BE PARALLEL TO TOP RAIL VI..WIV"ti 11 Y♦ 111.1 li♦_ lwjm-"ANI F-r%v (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL I DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL NT,S. I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 3611 H. RAILING LJ -6010 RAILING oe LJ -4042 NEWEL P05T LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-HOLWI44 LIH-14OLPLA44 (SCROLL) (PLAIN) LI-ALAK01(2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NTA STAIR DETAILS . STAIR 0 VnE TYPICAL STAIR DETAILS • SHEET • SD. DAVIS BEWS DESIGN 0111DW W srArs SMMT EAST OLDWAR, FLORIDA 34" 813. 9Q5 .1300 TEC. 80. 925. 1800 FAX W W W.DAVEBEWSCOM TAMPA • DENVER. x w N0 p N� 1�. AIL Lm L' 0 0 d • dog M LL160T . STAIR 0 VnE TYPICAL STAIR DETAILS • SHEET • SD. DAVIS BEWS DESIGN 0111DW W srArs SMMT EAST OLDWAR, FLORIDA 34" 813. 9Q5 .1300 TEC. 80. 925. 1800 FAX W W W.DAVEBEWSCOM TAMPA • DENVER. ----fton Wr.1994 f%w . . STAIR 0 VnE TYPICAL STAIR DETAILS • SHEET • SD.