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Home My WebLink About496 Red Rose Ln 17-3652 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 3011 UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORsD BILDINt; DIVISION 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 ot,S'lab Inspection Q,uIL10) �'.q�ffi0�0 i al 17-652 GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R, - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS": ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 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.G.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT HORNBROOKE 40 s _ NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. LOT 161 T CEILING CONSTRUCTION: 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 HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/6 INCH 115.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE 5EPARATION�HALL AL50 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) 81023.5. ANASTASIA GARAGE LEFT EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6:1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1716 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 FB.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926. VATION TRADITIONAL PER F.B.C.R. 5TH EDITION (2014) 8103.62.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE CORRO51ON-RE6I5TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE INCLUDED ELE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F-5-C.R. 5TH EDITION (2014) R103b5 OR IN ACCORDANCE WITH ASTM C 926, TAYLOR MORRISON 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF, 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 M 5 SHALL E REDRAW NOTES I1-01-11 CREATED LOT 5PECIFIC PLAN FOR LOT 161 IN THORNBROOKE 40'S, INCLUDED ELEVATION "TRADITIONAL", GARAGE LEFT W/ PLAN OPTION5 INCLUDING: DOUBLE BULB FLOOD LIGHT WITH MOTION AND 5WITCH, (&) CEILING FAN PRE-WIRE5, FRONT DOOR GLA55 INSERT, STAIR RAILING, POCKET SLIDER, 6 INTERIOR DOOR5 AT MAIN FLOOR AND SECOND 5UITE 2 AT SECOND FLOOR. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE"' MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1263 TOTAL LIVING S.F. 2730, DRAWING INDEX GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3395 NOTES SPECIFICATIONS WINDOW INSTALLATION: 1. MANUDFA CURER FOR EEACH WWDO�D FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" MAIN FLOOR P LAN NOTES DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS v TD -TRIM DETAILS SD -STAIR TRIM DETAILS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE 10.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 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 IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN.' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON6I5ILITY 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. y111 l I # 1,,l�� `sZ 0' Q '®blot ►1,r® nw�w�uw�ww�� INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS= BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRA E B CONSIDERED AS CONTROL JOINTS: DAVIS BEWS DESIGN GROVP EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 150 STATE STREET EAST 01111NMAR, R-ORmA 34677` 813.925.1300 TEL 813.925.1800 FAX Vv W W DAVLSBEWS.00M TAMPA • DENVER K ro w 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE PLAN REVISIONS THE BUILDING STRUCTURAL FRAMING COMPONENTS. INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8, COV -GENERAL NOTES SPECIFICATIONS WINDOW INSTALLATION: 1. MANUDFA CURER FOR EEACH WWDO�D FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 1 - ,INDEX / / SLAB INTERFACE PLAN 2. IF STRUCTURE IS IN A WIND-BOFNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD 15 TO BE USED, 2A1 - MAIN FLOOR P LAN NOTES DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS — 2A2 MAIN FLOOR PLAN DIMENSIONSFLOOD NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. ZONE REQUIREMENTS: 2B1 - UPPER FLOOR PLAN',.. NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. Waw X00 ASPHALT 5HINGLE5 (IF APPLICABLE) : 2 B 2 -UPPER FLOOR PLAN DIMENSIONS I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 89052.6.1, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 3A1 - FRONT ELEVATION HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CLAY AND CONCRETE TILS (IF APPLICABLE) 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA6p 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 3A4 -FLASHING DETAILS OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE WITH SECTION OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA3D IS DETERMINED IN ACCORDANCE 8301.2.1.3 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND V-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER 4B — UPPER FLOOR ELECTRICAL PLAN THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TR - TRUSS STRAPPING PLAN TUB AND SHOWER AREAS: 1. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. N1 - STRUCTURAL NOTES TERMITE PROTECTION: S1 - STRUCTURAL DETAILS 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF SOIL 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 U61NG A NON -CORROSIVE CLAMPING DEVICE TO THE SLEEVE. . 2 S — STRUCTURAL � 1 U R�L D E 1 AI LS ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE 2. PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL pISCHA�E AT LEAST i FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUTS ARE REQUIRED ON ALL 5UILDING5 WITH S3 - STRUCTURAL DETAILS EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: S4 - STRUCTURAL DETAILS I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. S5 — ST RU CTU RAL DETAILS 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. TD -TRIM DETAILS SD -STAIR TRIM DETAILS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE 10.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 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 IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN.' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON6I5ILITY 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. y111 l I # 1,,l�� `sZ 0' Q '®blot ►1,r® nw�w�uw�ww�� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 01111NMAR, R-ORmA 34677` 813.925.1300 TEL 813.925.1800 FAX Vv W W DAVLSBEWS.00M TAMPA • DENVER K ro w N00 00) 0 O NW .= N � M Waw X00 stn �� dO o M z< *+ Amo I. • JOB NUMBER 27002.357 • CAD FILE NAME L 0 T 161 TB ISSUED 11-07-17 REVISED ki Vortex Lnglneering, LLC, 6C7 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE RFVIFWED THE ATTACHED DE516N AND FIND IT TO BE IN GOMPLIANGE WITH 5ECTION R301 OF THE FLORIDA BUILDING GOOE, RE51PENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- E1,16INFERED TRU55 MANUF. LAYOUT TO OFTERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION ISSJPPLIED TO TME ENGINEER. SEALED FOR STRUCTURE ONL� 2582 • TITLE • GENERAL NOTES REVISION LOG .0 OT V DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 01111NMAR, R-ORmA 34677` 813.925.1300 TEL 813.925.1800 FAX Vv W W DAVLSBEWS.00M TAMPA • DENVER - � a ES r. 1994 F_ Vortex Lnglneering, LLC, 6C7 S, Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE RFVIFWED THE ATTACHED DE516N AND FIND IT TO BE IN GOMPLIANGE WITH 5ECTION R301 OF THE FLORIDA BUILDING GOOE, RE51PENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- E1,16INFERED TRU55 MANUF. LAYOUT TO OFTERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION ISSJPPLIED TO TME ENGINEER. SEALED FOR STRUCTURE ONL� 2582 • TITLE • GENERAL NOTES REVISION LOG .0 OT V INDICATES I - S VERT. RE13AR IN MA50NRY CELL FILLED 50LID W/ CONCRETE, VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG, BELOW 4'-411 PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER 3411x3-011 A/C PAD (SEE MECH. CONTRACTOR 3'-011 FOR LOC.) HB r ( L-- 11 41.011 41.811 41-811 F 41-811 4' -811 31.811 �EL > > m�_a in n 15'-0" 31.211 3'_211 811 C.M.U. IIIA1 I ARV= 1'-411 li_QI� >w w PITCH 1/8"/ FT. , -� - - �I ■ ■ ■ ■ ■ 8" C.M.U. WALL ABV. ■ Ia ■ ■ ■ ■ _ ■_ _ ■ r dw .> Q 10I //,,li fili ®®e 4" P.Y.C. _ ESWUJE AIR HANDLER I ( L Nw0) L L �Q. a 00 = F. 0 J L 3/4" CONDENSATION BY PLUMBER TILEDRAIN �' SEAT FROM IXI I- -I "' r- - -I U 31-8�� ri'�11 Qfl: 19 -0-ABV. o�M 2 1 — — J -LINES I UPPER FLOOR e4 5'-4" 13'-8" I I 20' -II" 2'-1" I'-8" 3'-10" I I � L- J ♦ 8"x8" FTG. W/ I - 05 28'-9" 10 10 '�: 8 -I 2 -8 2 - 1y spo CONT. (TYP. AT ENTRY) 8" THICKENED EDGE -' I I 3/4" CONDENSATION i, I-5TORY 2-5TOIRY FOOTING (TYP.) `r FOR SHOWER RECESS I I 10'.10" DRAIN BY PLUMBER 12 1" as FOOTING 20" N. x 20" W. CONC. MONO -FTG. W/ I N0.5 BAR CONT, I I -'' ��I I "� AIR HANDLER LINES FROM 3/4 RECESS ♦ 1=1 FOR ENTRY DR > ■ C° ■ ■ ■ ■ — — — W/ 3 "5 CONT: KEBABS PROVIDE 16" W.x12" DEEP FTG. II UPPER FLOOR 25" MIN. LAP WHERE SPLICED AND W/ 2 - 05 CONT. �- I6" Wxlb" PEEP FTG. 3'-8" 5'-2" 5'-8" I 4'-0" 4'-4" WIRE TOGETHER. 5OTT. OF FTG. , W/ 2 - 05 CONT.kT SHALL BE 12" MIN. BELOW GRADE I a' 411 P.V.C. 21-511 M 181-611 i I all O ■ Y 21.6.1 311 `/ u I VLI ■ ■ `" ■---VZ ��1� , /�FNZ�/ NOTE: ALL SLAB ANGLESI ■ /1L/ /_LL0 AT 45° (UND.) \ J 01 IARE 4 -4 51-411 ■ 811x8" FTG. W/ I - CONT. (TYP. Al LANAI) �K \\\�j, \ ' ' >\ \ "' WIDEN FOOTING 8" AT POCKET SLIDER AND ELEVATION AT 0'-0" (ASSUMED)_ _ LILL '�-11 a App (U 15 REBAR 35" THICK; 2500 OR 3000 P.5.1. =a PROVIDE WATER \� PITCH PITCH n — I CONCRETE SLAB ON GRADE W/ -' v LINE FOR ICE MAKER J TO DRAIN I c�. - AI/8" / FT. ' '- 6x6 WL4xWl.4 MESH OR FIBER �' MESH OVER 6 MIL. VAPOR 16" Wxl6" PEEP FTG. _______ _____ -------------4------------------`-- i ^AA ` I + 31.611 35E _ BARRIER ON CLEAN, WELL ( -7[6 W/ 2 - CONT. SLAB i COMPACTED, TERMITE TREATED, \ / Ilya OF REF. ( I GRANULAR FILL. 31' 10" / \ 9'-1" 3'-9" 201-011LLL 8" G.C. VERIFY ACRYLIC ON LANAI N I Ir PEEP FTG. m I I W6 "5 1-5TORY I=00TINC� (TYR) i 20" H. x 16" W. CONC. MONO -FTG. W/ -1 CONT. J � W/ 2 - 2 45 CONT. RE5AR5 PROVIDE ■ [A ] I 25 MIN. LAP WHERE SPLICED AND 811 811 '81, I I"- I 5 0 Y/ GAL. W.N. i SHA TOGETHER, L BE 12" N, BELOW GRADE d " r� -� V 41-411 I. 41-811 D 2 STORY I-5TORY SI FOOTING FOOTING 4'-011 11.011 51.411 51 411 41.411 41-1011 31.611 41.411 M TAYLOR MORR16ON USES SORA -CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES * * * * * * * * * * * G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 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 FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION, FOOTING LEGEND: 1=1 12 DEEP x36 x36 CONC. FOOTING W/ (4) 5 BARS EACH WAY. 1=2 12" DEEP 44N24" CONC. FOOTING W/ (3) S BARS EACH WAY. 3 20" DEEP 60"60" CONG. FOOTING W1(3) S BARS EACH WA •q. �'� j vJ 0 • �. !Lu a 2Z"' r dw .> Q 10I //,,li fili ®®e ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 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 FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION, FOOTING LEGEND: 1=1 12 DEEP x36 x36 CONC. FOOTING W/ (4) 5 BARS EACH WAY. 1=2 12" DEEP 44N24" CONC. FOOTING W/ (3) S BARS EACH WAY. 3 20" DEEP 60"60" CONG. FOOTING W1(3) S BARS EACH WA • JOB NUMBER 27002.357 ` CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 16 K (a w 150 STATE STREET EAST OUMMM, FLORIIMA 34677 813.922.5.1300 TEL 813.925.1800 FAX W W W.DAWSBEWS.CAM TAMPA • DENVER. � EST: 1994 Fz=-- N00 � Q NW y� AT L Nw0) L L �Q. a 00 = F. 0 m 3�E9NM Qfl: o�M 2 1 • JOB NUMBER 27002.357 ` CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 16 1�1 1�1 �� 111 111 Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FA 52683 - COM 28035 - Paul D. Kidwell, P,E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING GODS, RESIDENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEEREO TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANCES AFTER M55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY Y. 12" DEEP 60"60° CONC. FOOTING W/ (3) 05 BARS EACH 00) WAY. 25oL THE FOUNDATION SYSTEM HAS BEEN DE51GNED U51NG A MINIMUM .1SOIL BEARING CAPACITY OF 2000 -PSE (8401.4.1 F5CR). • TITLE • FOUNDATION PLAN ■ INDICATES 105 - A► INDICATE5 2 ro - • H T • FOUNDATION PLAN.jl S SCALE: 1/4" = GARAGE LE • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUMMM, FLORIIMA 34677 813.922.5.1300 TEL 813.925.1800 FAX W W W.DAWSBEWS.CAM TAMPA • DENVER. � EST: 1994 Fz=-- 1�1 1�1 �� 111 111 Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704 4842 FA 52683 - COM 28035 - Paul D. Kidwell, P,E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING GODS, RESIDENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEEREO TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANCES AFTER M55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY Y. 12" DEEP 60"60° CONC. FOOTING W/ (3) 05 BARS EACH 00) WAY. 25oL THE FOUNDATION SYSTEM HAS BEEN DE51GNED U51NG A MINIMUM .1SOIL BEARING CAPACITY OF 2000 -PSE (8401.4.1 F5CR). • TITLE • FOUNDATION PLAN ■ INDICATES 105 - A► INDICATE5 2 ro - • H T • FOUNDATION PLAN.jl S SCALE: 1/4" = GARAGE LE • 11 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310. PER F.B.C.R - 5TH EDITION (2014). * * * * * * * 31-0"x3-0" A/C, 'PAD (SEE MEOW. TYPICAL MASONRY ICONTRACTOR I IFOR LOC- I WINDOW SCHEDULE • FAMILY ROOM WINDOW WIDTHS �k ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: 2011 2111 3111 5311 •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• WINDOW CALL -OUTS • ALL STRINGERS SPRINGING FROM A FLAT 51 SHALL TERMINATE AT A 2x4 FOOT (TO BE PT TRAY CEILING SECTION FOOT Ox AT COAAT a CONIC, W11/4" DIA. 3I" T APCONS AT 12" O.C. to AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 6" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. CD 2611 u) 12 5H 1/2 32 5H 22 5H 32 5H W >tooloot 24 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" 11 H. R5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 I/2" TOE NAILS FROM EACH JOIST (TYPJ TO TOP PLATE. •• LEDGM TTOLBE 24 WITH: = 39 O 13 5H 1/2 33 5H 23 5H 33 5H CAPACITY ARE ACCEPTABLE. J p 51" 14 5H 1/2 34 5H 24 5H 34 5H ---I P N051NG z 6311 0 15 514 1/2 35 5H 25 514 35 5H Z 12" 16 514 1/2 36 5H 26 514 36 5H 3 Q Q G.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, Uj W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- FG) 11 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310. PER F.B.C.R - 5TH EDITION (2014). * * * * * * * 12YPARCHWAY ASCALE: 1/4" : 1411 VARIES (81 PLAN) 31 0"x3-0" A/C, IPAD (SEE MEC4� 31-0"x3-0" A/C, 'PAD (SEE MEOW. OPEN TO ICONTRACTOR I IFOR LOC- I IFOR LOC.) I • FAMILY ROOM • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/GONG. WITH I/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH v OF THE STRINGER (USE PT AT MASJGONCJ. •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, LSU HANGERS ARE NOT REQUIRED AT THE 12YPARCHWAY ASCALE: 1/4" : 1411 VARIES (81 PLAN) 31 0"x3-0" A/C, IPAD (SEE MEC4� 31-0"x3-0" A/C, 'PAD (SEE MEOW. ICONTRACTOR I ICONTRACTOR I IFOR LOC- I IFOR LOC.) I • ALL STRINGERS TO BE 2-24 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/GONG. WITH I/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH 5OTT. OF LINTEL AT 6-0" A.F.F. SHIM A5 AIR SWITCH 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES, SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.OJ • ALL STRINGERS TO BE 2-24 02 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/GONG. WITH I/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJGONCJ. •• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THI5 WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT 51 SHALL TERMINATE AT A 2x4 FOOT (TO BE PT TRAY CEILING SECTION FOOT Ox AT COAAT a CONIC, W11/4" DIA. 3I" T APCONS AT 12" O.C. to AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 6" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8 02 5YP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) >tooloot 24 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" 11 H. R5, END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 I/2" TOE NAILS FROM EACH JOIST (TYPJ TO TOP PLATE. •• LEDGM TTOLBE 24 WITH: its (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. t•• 1/4" x 3" TAPCONS AT 8" O.C, STAGGERED AT MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR 5EAM5 WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED A50VE OR MINIMUM SPECS. 5U55TITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 5OTT. OF LINTEL AT 6-0" A.F.F. * * * 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAIILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * SCALE: 1/2" -- 11-0.1 OPT. SHIM A5 AIR SWITCH 0 ORANGE PEEL TOR SKIP TROWEL) SYSTEM I" MASONRY WALLS CASING WALL TEXTURE. INTERIOR (COLOR c PER C55) FLAT LATEX A B �B KNOCK DOWN TOR SKIP TROWEL) CEILING TEXTURE -INTERIOR TM WHITE FLAT LATEX CEILING PAINT (C INTERIOR TRIM PAINT TO BE SMOOTH FIN15H TM WHITE LATEX 03 5EMIGLO55 TRAY CEILING SECTION ® - PROVIDE (4) 2x4 5TUD5 Wl lU SIMPSON HTT4 BACKING * * * 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH, HANDRAIILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * SCALE: 1/2" -- 11-0.1 OPT. SHIM A5 AIR SWITCH REQ1p. FOR p15P. SYSTEM I" MASONRY WALLS CASING s BAR IA / R 13 2x STUDS (PER STD. PLAN) 0 BASE FILLED WIN) BAR 03 CABINET ® - PROVIDE (4) 2x4 5TUD5 Wl lU SIMPSON HTT4 BACKING 05 - PROVIDE (3) 2x6 STUDS W/ (1) 5IMP50N HTT4 1/2" DRYWALL CACI. TOP SCALE: 1/2" - I' -Oil AIR HANDLER {/vv4wI_L- M1V. �d_vv1. COURSE W/ (2) S CONT. IN EACH 36" H CONTINUOUS GRASPABLE 3/411 PLYWD. RAILING --\ DECKING -� DIRECT VENT DRYER THRU Ext. WALL OPT. 8" TRAY CLG. IN MASTER SUITE FLOOR BEAM LINE OF 6'-8" MIN. p:AI_I FLOOR SYSTEM R 13 SYSTEM / HEAD CLEARANCE MASONRY WALLS R 4.1 s BAR IA / R 13 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(1) "5 BAR, GROUTED SOLID. 0 - 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED WIN) BAR 03 _ 8" LINTELS SHALL BE FILLED, BELOW 8" KO. BLOCK FILLED AND REINFORCED 105 BAR ® - PROVIDE (4) 2x4 5TUD5 Wl lU SIMPSON HTT4 CONNECTORS AT BASE. 05 - PROVIDE (3) 2x6 STUDS W/ (1) 5IMP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 )1 10.00 2x STRINGERS >tooloot EACH END WITH (I) SIMPSON L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 11 H. 50TTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. (TYPJ X00 RAILING ---I P N051NG (TYPJ STORAGE Q Q UNDER 2x TREADS AND STAIRS _61 N Ix RISERS (TYP.) UNDER-5TAIR PROTECTION ENCL05ED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5tH EDITION (2014)8302.1 11 TREADS AT 10.00" EACH 14 STAIR SECTION SCALE: 1/4" = 1411 ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE R301b PER F.B.C.R. - 5TH EDITION (2014). FLAT HEADER AT 8'-0" A.F.F. MAIN FLOOR 51TRUC7UR,4L LEGEND WALL CONSTRUCTION R -VALUE (MIN.) 8 K0. BLOCK FILLED W/(I) 05 BAR OVER 8 R 13 0- PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) MASONRY WALLS R 4.1 s BAR IA - 8" K0. BLOCK FILLED 1 "5 BAR CONT, OVER R 13 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(1) "5 BAR, GROUTED SOLID. 0 - 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED WIN) BAR 03 _ 8" LINTELS SHALL BE FILLED, BELOW 8" KO. BLOCK FILLED AND REINFORCED 105 BAR ® - PROVIDE (4) 2x4 5TUD5 Wl lU SIMPSON HTT4 CONNECTORS AT BASE. 05 - PROVIDE (3) 2x6 STUDS W/ (1) 5IMP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT >tooloot EACH END WITH (I) SIMPSON L5TAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 02 5YP W/ 1/211055 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) 51MP50N 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 P61 MIN. • ALL WOOD LOAD BEARING HEADER5 TO BE (2) 2X12 U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAXARD AREA NOTE: C.J. - RECOMMENDED MASONRY CONTROL JOINT. FINDICATES 105 S 2 Ob eeerrrr�r°°° " vv co : Z Z u� CO .�-. °� • 1[. • 4 6 COD HATCHING LEGEND LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE LEFT J08NUMBER 27002.357 • CAD FILE NAME LOT 161 T3 ISSUED 11-07-17 REVISED 61 a X CID DAVIS BEWS DESIGN GROUP 150 STATE STREET" EAST OLASMA.R, FLORIDA 34677 813.925.1300 TTS.. 813. 925. 1800 FAX W W W.DAWSSEWS.COM TAMPA • 1DET gNIER N ao MQ 0Ny m V r' ♦A Y/ AMM `�- coLooW tea• 0 0 =Fco � QO U N , >tooloot QT o � M Z Q X00 J08NUMBER 27002.357 • CAD FILE NAME LOT 161 T3 ISSUED 11-07-17 REVISED 61 a 111 111 �� 111 111 Vortex Englnee6ng, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813704,4842 Fl.# 52683 -CDA# 28035 - Paul D Kidwell, P,F, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE5IDENTIAL (5th EDITION). THE EN6INEER HAS NOT REVIEH&b THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALE© AOR 5TF,UGTUF21 ONLY 0 Uj oC) rNi � m � � O o 37 z MIN 0 QD J C:) IX TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET" EAST OLASMA.R, FLORIDA 34677 813.925.1300 TTS.. 813. 925. 1800 FAX W W W.DAWSSEWS.COM TAMPA • 1DET gNIER -a te EST. 19% 111 111 �� 111 111 Vortex Englnee6ng, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813704,4842 Fl.# 52683 -CDA# 28035 - Paul D Kidwell, P,F, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE5IDENTIAL (5th EDITION). THE EN6INEER HAS NOT REVIEH&b THE PRE- EN6INEERED TRU55 MANI LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALE© AOR 5TF,UGTUF21 ONLY 0 Uj oC) rNi � m � � O o 37 z MIN 0 QD J C:) IX TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS 11 iLipi7l .1'-41 291-0° (DEFER TO 5NEET 2A1 FOR MAIN FLOOR PLAN NOTE6 MAIN FLOOR PLAN DIMENSIONS- SCXE:GARAGEEFT K co r.. rr�rr."r. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLE M &FLORIDA 34677 80. 925. L300 TEL 813.925.1800 FAX W W W DAVLSBEWS.COM TAMPA • DENVER. B Y NW d� /A Y� co Nmm rr�r 2 J ,= y jL L'CDC ^ • 100 EOD — E d0M i• v iLipi7l .1'-41 291-0° (DEFER TO 5NEET 2A1 FOR MAIN FLOOR PLAN NOTE6 MAIN FLOOR PLAN DIMENSIONS- SCXE:GARAGEEFT • JOB NUMBER 27002.357 CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED K co r.. rr�rr."r. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLE M &FLORIDA 34677 80. 925. L300 TEL 813.925.1800 FAX W W W DAVLSBEWS.COM TAMPA • DENVER. � rn O NW d� /A Y� co Nmm rr�r 2 J ,= y jL L'CDC ^ • 100 EOD — E d0M i• I Q ti o�M zQ� L0 N • JOB NUMBER 27002.357 CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 111 111 111 �� 111 111 Vortex Engineering, LL.0 607 S, Alexander St„ Sulte 103 Plant Clty, Rorlda 33563 813.704.4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RF. _. I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTA6HED DE51ON, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILOIN5 CODE, RESIDENTIAL (5th EDITION). THE ENSINEER HA5 NOT REVIEWED THE PRE- . ENSINEERED TRU56 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE R15HT TO MAKE ANY CHANCES AFTER TRU55 LOAD INFORMATION I5 5UPPLIED TO THE ENGINEER, SEALED FOR 5TRUGTURE ONLY 2 582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS rr�rr."r. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLE M &FLORIDA 34677 80. 925. L300 TEL 813.925.1800 FAX W W W DAVLSBEWS.COM TAMPA • DENVER. FST. 1994 vim-. 111 111 111 �� 111 111 Vortex Engineering, LL.0 607 S, Alexander St„ Sulte 103 Plant Clty, Rorlda 33563 813.704.4842 FL# 52683 - CDA# 28035 - Paul D, Kidwell, RF. _. I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTA6HED DE51ON, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILOIN5 CODE, RESIDENTIAL (5th EDITION). THE ENSINEER HA5 NOT REVIEWED THE PRE- . ENSINEERED TRU56 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE R15HT TO MAKE ANY CHANCES AFTER TRU55 LOAD INFORMATION I5 5UPPLIED TO THE ENGINEER, SEALED FOR 5TRUGTURE ONLY 2 582 • TI TLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCYLE(l))ITION(2014). UE OPENINGS SHALL PER F.B.G.R. - 5T 22 � PROVIDE 2x 2x4 rRAME7 FRAME WALL WALL G.G. VERIFY MEDICINE CABINETS W/ BEVELED EDGES AT ALL BATHS * * * * * 11 UPPER P1-OOR STRUCTURAL L.EGENp • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 112 SYP W/ I/2"055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUp5 AT EACH END WITH (l) 51MP50N L5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON 142.5 CLIPS, PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-PAY6 AFTER GROUTING, STRUCTURAL NOTES • ALL LYL'S r0 BE Fb=2950 P51 MIN, I ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.0. • ALL EXTERIOR WALLS TO BE CON5IDERED SHEAR RE515TING COMPONENTS 0 NOT A SPECIAL FLOOD TYPICAL WOOD FRAME K CONNECTORS AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS W/ (U SIMP50N HTT4 N00 WINDOW WIDTHS =� Og - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED N� 20" 2411 �/ II AQUI JACK -STUDS AT EACH END WITH l2J SIMPSON M6TA30 STRAPS. WINDOW CALL -OUTS FLITCH PLATE TIED TO DOUBLE JACK-57Up5 AT Q J LL EACH END WITH lU 51MP50N LSTAIa STRAP. i. Lm a • (D 2011 =FQD 1818 F.C. 2018 F.C. 3018 F.G. 4018 F.G. W %1E Z UNW = 2411 1820 F.G. 2020 F.G. 3020 F.C. 4020 F.C. J 0 36" 1830 5N 2030 5q 3030 5P 4030 5H Z 48" 0 1840 5N 2040 sN 3040 5N 4040 5H z 60" s 1880 6H 2050 sly 3050 5H 4050 5N 12" 1860 5N 2060 sal 3060 5N 4060 51-{ �c C.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, cUj n WINDOW 61ZE5 AND INSTALLATION MAY VARY PER F— MANUFACTURER AND 5PECIFICATION5. 0 z REFER t0 FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CASEMENT- GSMT, OR FIXED GLA55- F.G.) ALL EMERGENCYLE(l))ITION(2014). UE OPENINGS SHALL PER F.B.G.R. - 5T 22 � PROVIDE 2x 2x4 rRAME7 FRAME WALL WALL G.G. VERIFY MEDICINE CABINETS W/ BEVELED EDGES AT ALL BATHS * * * * * 11 UPPER P1-OOR STRUCTURAL L.EGENp • EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 112 SYP W/ I/2"055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUp5 AT EACH END WITH (l) 51MP50N L5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON 142.5 CLIPS, PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-0" FOR 1-PAY6 AFTER GROUTING, STRUCTURAL NOTES • ALL LYL'S r0 BE Fb=2950 P51 MIN, I ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UN.0. • ALL EXTERIOR WALLS TO BE CON5IDERED SHEAR RE515TING COMPONENTS 0 NOT A SPECIAL FLOOD - PROVIDE (3) 2x4 STUDS W/ lU SIMPSON HTT4 K CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (U SIMP50N HTT4 N00 CONNECTORS AT BASE. Og - PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED N� TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FAGS, ANGH08Ep TO DOUBLE d� JACK -STUDS AT EACH END WITH l2J SIMPSON M6TA30 STRAPS. 10 - PROVIDE 2 -PLY 2x12 N0.2 5YP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK-57Up5 AT Q J LL EACH END WITH lU 51MP50N LSTAIa STRAP. HAZARD AREA 411 CO �C IVN►CIr1111 1 o �, 3F FOR CORRESPONpING ROOF LINES, CLEAR OPENING HEIGHts IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINpOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OFA 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R - 5TH EDITION (2014)8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.G.R - 5TH EDITION ( 2014) 8312.2 UPPER FLOOR PLAN NOTES.Its GARAGESCALE; � * * * * * * * * * NOTE: BooF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35, 3C, 31), 3E, AND EFT rrrrr.rr K EAST OLDSN1AIt, FLORA�A 346T7 .813.925.1300 TEL 81$ .925.1800 FAX W W W.DAVISBEWS.GQM N00 � ES7:1994 O N� d� � 00 iri Q J LL i. Lm a • 0 0 =FQD g'0r0i �N %1E Z UNW • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED ir•�rr��•rrrrr�rrrmrirrrrlr�lrr Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813 704 4842 FL# 52683 - COP 28035 - Pau( D Kidwell, P E - 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AID FIN D IT TO BE IN GOMPLIANGE WITH SEGTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD SEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHANSE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY llir■ W0 c) (1) C) ry"' ne 0 C:) J rl�rrrrrr� ODAMS BEWS DESIGN GROUP 150 STATE STREET 2582 EAST OLDSN1AIt, FLORA�A 346T7 .813.925.1300 TEL 81$ .925.1800 FAX W W W.DAVISBEWS.GQM TAMPA •DENVER � ES7:1994 • TITLE • UPPER FLOOR PLAN NOTES DETAILS Kd'.d11 701'.R° NOTE: ROOF LINES CHANCE W/ ALT, ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 3D, 3E, AND 3F FOR CORRESPONDING ROOF LINES. UPPER FLOOR PLAN DIMENSIONS GARAGESCALELEFT: • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED X ro w DAVIS BEWS DESIGN GROUP C " °D (00) 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEi. 813.925.1800 FAX W VvWX3AVISBEWSCOM TAMPA • I7E2sYEFt EST. 1994 0 a� T N co Jr L LL 66 �QCD. 100 100 E �NM U ' Q T ti aL.. O Ir M Z L'Q y 7�� tp N W • • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 111 111 Vortex Engineering, Li -C, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813,704,4848 FL# 52683 - COM 88035 - Paul D. Kldwell, RE - I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATAGHED DE51eN, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDING GODE, PE5I12ENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING 60NOITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY 2582 • TI TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEi. 813.925.1800 FAX W VvWX3AVISBEWSCOM TAMPA • I7E2sYEFt EST. 1994 111 111 Vortex Engineering, Li -C, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813,704,4848 FL# 52683 - COM 88035 - Paul D. Kldwell, RE - I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATAGHED DE51eN, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDING GODE, PE5I12ENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING 60NOITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR 5TRUGTURE ONLY 2582 • TI TLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING z O u � n 3/411 THICK NOTE: TNI6 DETAIL SHOWS THE TYPICAL TWICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY6TONE5 (WHERE APPLICABLE) IF THICKNE55 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 F.B.C.R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R1010 AND YyA5TM yyC 926.y yy yy y T T T T T T T TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NE►GNt5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS 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 FIN16HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 PLT. HT. I'-411 W. x 5'-011 N.--. DECORATIVE FIXED SHUTTERS 6' a, Y r SECOND F.F. LINE CA T.O.M. 811 BANDING --- COACH LIGHT TEXTURED FIN16H MAIN FF. LINE GRADE LINE —� (ASSUMED) 12 6 612 LSNINGL£ ROOF FE1 L6HINGLE ROOF? L -SHINGLE Q6 ROOF 12 G.C. VERIFY ALUMINUM OVER 24 SUB -FASCIA (TYPICAL) MINIMININININI MININININININ 12 ZSTUCCO FINISH PLT. HT. 4" BANDING (TYP.) 1'-4" W. x 54" H. DECORATIVE FIXED SHUTTERS 4" BANDING 12 2SHINGLE x 120 (TYP.) ROOF SECOND F.F. LINE CA T.O.M. 811 BANDING 4 BANDING TEXTURED ~t FINISH TEMP. _ MAIN F.F. LINE _ G.C. VERIFY GLA55 4" BANDING GRADE LINE INSERT FOR FRONT DOOR SURROUND (ASSUMED) DOOR NOTE: ALL BANDING 15 TO BE RA15ED SAND FIN16H FRONT ELEVATION SCALE: 1/4" = I'-011 INCLUDED ELEVATION - "TRADITIONAL" GARAGE LEFT I X w 150 STATE STREET EAST OLDSMAR, FWMA 34677 813.925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • n0gVF_Ft. Z zC/) II O °1 � • �► "� �� 0111 12 6 612 LSNINGL£ ROOF FE1 L6HINGLE ROOF? L -SHINGLE Q6 ROOF 12 G.C. VERIFY ALUMINUM OVER 24 SUB -FASCIA (TYPICAL) MINIMININININI MININININININ 12 ZSTUCCO FINISH PLT. HT. 4" BANDING (TYP.) 1'-4" W. x 54" H. DECORATIVE FIXED SHUTTERS 4" BANDING 12 2SHINGLE x 120 (TYP.) ROOF SECOND F.F. LINE CA T.O.M. 811 BANDING 4 BANDING TEXTURED ~t FINISH TEMP. _ MAIN F.F. LINE _ G.C. VERIFY GLA55 4" BANDING GRADE LINE INSERT FOR FRONT DOOR SURROUND (ASSUMED) DOOR NOTE: ALL BANDING 15 TO BE RA15ED SAND FIN16H FRONT ELEVATION SCALE: 1/4" = I'-011 INCLUDED ELEVATION - "TRADITIONAL" GARAGE LEFT ' JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED X w 150 STATE STREET EAST OLDSMAR, FWMA 34677 813.925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • n0gVF_Ft. EST 1994 F — " ao M01 0w "� _I aMlh N _ r L L �a • o 0 _00 �r )0M Qn 0 Z Q r a•+ '0 N W ' JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 111 111 r4� 111 111 Vortex Engineering, LLC 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 Paul D Kidwell, RE, I HEREBY GERTIPY THAT I HAVE REVIENED THE ATAGHED PEE, ON, ANI? FIND IT TO 5E IN GOMPLIANGE KITH MOTION R30I OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRL% MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY OHANOE5 AFTER TRL65 WAD INFORMATION IS SUPPLIED TO 7HE EN6INEER, SEALED FOR STRUCTURE ONLY 2582 • TI TLE ' FRONT ELEVATION DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FWMA 34677 813.925. L300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • n0gVF_Ft. EST 1994 F — 111 111 r4� 111 111 Vortex Engineering, LLC 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 Paul D Kidwell, RE, I HEREBY GERTIPY THAT I HAVE REVIENED THE ATAGHED PEE, ON, ANI? FIND IT TO 5E IN GOMPLIANGE KITH MOTION R30I OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRL% MANUR LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY OHANOE5 AFTER TRL65 WAD INFORMATION IS SUPPLIED TO 7HE EN6INEER, SEALED FOR STRUCTURE ONLY 2582 • TI TLE ' FRONT ELEVATION DETAILS 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH / TEXTURED BANDING z ----------- --------------------------- I I 1'-OII TYP. OVERHANG AT HIP f i IUN.OJ I I I I I I I I I I I i I I I I I j I I I I I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1603 SQ. FT. / 300 = 5.34 SQ. FT, X 144 = 769 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 384.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 384.72 SQ. IN, ACTUAL SOFFIT VENTILATION = 877.1 SQ, IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. * * * * * * * * - I I I 6:12 IOIL � I I I I I � I I I I 1 i I I j I n I 6:12 I � I NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING ANp SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE6615 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.5-C.R. 5TH EDITION (2014) R1031o.1 AND A5TM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.62 AND ASTM C 926. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI514ED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 GIRDER 2 GIRDER TRUSS ROOF TRUSSES TRU55 12 AT 24" O.C. I2 6� (TYPICAL) Q6 L2.5TORY ❑0 ❑❑ ❑❑ ❑❑ . VOLUME BR. 3 BA ❑FIT ❑ ❑ ❑ ❑ ❑ ❑ —FLOOR 5Y57EM- — -- FLOOR SYSTEM �- BEAM - CONIC. .0 ❑ ❑ ❑ ❑ ❑ 1111 LINTEL GATHERING zn T w SECTION AA 5CALE:1/8" - 14" 12 Q6 Q6 GIRDER TRUSS AT 24" D.C. v+2 CAR GARAGE E ,Z 4Voo= tc ® 91, �s• O • • 6/SHINGLE 12 ROOF 7 Q 6 PLT. HT._ / PLT. HT. ZSTUCCO _ 6? FINIS �' 811 LSHINGLE 6 SECOND FF. LINE SECOND F.F. LINE SECOND F.F. LINE SECOND FF. LINE T.O.M. - ROOF 7 — -To - _ ._.__.._ _._ / T.D.M. _ ZTEXTURED /TEXTURED L?FXTURED LTEXTURED a, FINISH FIN15H 7 v, FIN15H FINIS; 7 MAIN FF. LINE �l .l �l �- MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" -- 1'-0" 6 12 Q6 SHINGLE ROOF 7 PLT. HT. PLT. HT._ — ZSTUCco STucco FINI55H17 * TEMP. FIN15H I X tb DAVIS BEWS DESIGN GROUP SECOND FF. LINE -� EST'. 1994 � CD ` rQ �p��fiJ- I CIO v 0 I N I �Jr gLLI TEXTURED `11 � J 000 00 I m ---------- /r ------I � --------------------I `o Z < M r I 6:12 u�'i�C:i LOWER ROOF FIN15H 6, MAIN FF. LINE * TEMP• VENT REQUIREMENTS MAIN FF, LINE GRADE LINE VENTILATION CALCULATIONS GRADE LINE (ASSUMED) (ASSUMED) I ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. i 6:12 6:12 --------i- X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. �Q yja ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. I I i � I I _ � _ I I I I I I I TYP, OVERHANG A7 HIP AA ROOF (UN.O.) SCALE: 1/8" = 1411 11 NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING ANp SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE6615 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.5-C.R. 5TH EDITION (2014) R1031o.1 AND A5TM C 1063. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.62 AND ASTM C 926. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINI514ED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 GIRDER 2 GIRDER TRUSS ROOF TRUSSES TRU55 12 AT 24" O.C. I2 6� (TYPICAL) Q6 L2.5TORY ❑0 ❑❑ ❑❑ ❑❑ . VOLUME BR. 3 BA ❑FIT ❑ ❑ ❑ ❑ ❑ ❑ —FLOOR 5Y57EM- — -- FLOOR SYSTEM �- BEAM - CONIC. .0 ❑ ❑ ❑ ❑ ❑ 1111 LINTEL GATHERING zn T w SECTION AA 5CALE:1/8" - 14" 12 Q6 Q6 GIRDER TRUSS AT 24" D.C. v+2 CAR GARAGE E ,Z 4Voo= tc ® 91, �s• O • • 6/SHINGLE 12 ROOF 7 Q 6 PLT. HT._ / PLT. HT. ZSTUCCO _ 6? FINIS �' 811 LSHINGLE 6 SECOND FF. LINE SECOND F.F. LINE SECOND F.F. LINE SECOND FF. LINE T.O.M. - ROOF 7 — -To - _ ._.__.._ _._ / T.D.M. _ ZTEXTURED /TEXTURED L?FXTURED LTEXTURED a, FINISH FIN15H 7 v, FIN15H FINIS; 7 MAIN FF. LINE �l .l �l �- MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" -- 1'-0" 6 12 Q6 SHINGLE ROOF 7 PLT. HT. PLT. HT._ — ZSTUCco STucco FINI55H17 * TEMP. FIN15H REAR ELEVATION SCALE: 1/6" = I'-011 6�I� SHINGLE 6 12 LSHINGLE ROOF ROOF� PLT. HT. _ _ _ _ _ _ PLT. HT. z TUcco STUCCO 12 SHINGLE * FINISH 7' FINISH ROOF SECOND FF. _N IN 6� `SHINGLE L ROOF12 SECOND FF. LINE _ SECOND FF. LINE _ SECOND FF. LINE T.OM. L -TEXTURED LTEXTURED _ o FINISH? FIN15H 7 Zn ,l CID to/l o' MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ MAIN FR LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION - "TRA DITIONAL If GARAGE LEFT 0 � X tb DAVIS BEWS DESIGN GROUP SECOND FF. LINE -� EST'. 1994 � CD 0 cy SECOND FF. LINE CIO v 0 CD T.O.M. _ z �Jr gLLI TEXTURED `11 � J 000 00 m o � TEXTURED `o Z < M r FIN15H u�'i�C:i FIN15H 6, MAIN FF. LINE * TEMP• MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/6" = I'-011 6�I� SHINGLE 6 12 LSHINGLE ROOF ROOF� PLT. HT. _ _ _ _ _ _ PLT. HT. z TUcco STUCCO 12 SHINGLE * FINISH 7' FINISH ROOF SECOND FF. _N IN 6� `SHINGLE L ROOF12 SECOND FF. LINE _ SECOND FF. LINE _ SECOND FF. LINE T.OM. L -TEXTURED LTEXTURED _ o FINISH? FIN15H 7 Zn ,l CID to/l o' MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ MAIN FR LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION INCLUDED ELEVATION - "TRA DITIONAL If GARAGE LEFT JOB NUMBER 27002.357 CAD FILE NAME LOT 161 7B ISSUED 11-07-17 REVISED 0 � X tb DAVIS BEWS DESIGN GROUP NCD MCD -� EST'. 1994 � CD 0 cy m p� v 0 CD MT z �Jr gLLI `11 � J 000 00 m o � `o Z < M r u�'i�C:i JOB NUMBER 27002.357 CAD FILE NAME LOT 161 7B ISSUED 11-07-17 REVISED , � r1l 16 21 Ii1 111 . - , , , I Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plant City, F4orlda 33563 813 704 4842 FL# 52683 - CEA# 28035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5EGTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- . ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDIVONS AND RESERVES THE RIGHT TO MAKE ANY GHAN5E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE EN5INEER. \_SEALED FOR STRUGTURE ONLY Ln 0 � Z DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST 0UXMAR, MORfDA 34677 813. 925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWSCAM TAMPA • EDENVER. -� EST'. 1994 � , � r1l 16 21 Ii1 111 . - , , , I Vortex Engineering, LLC 607 S. Alexander St., Suite 103 Plant City, F4orlda 33563 813 704 4842 FL# 52683 - CEA# 28035 - Paul D, Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5EGTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- . ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDIVONS AND RESERVES THE RIGHT TO MAKE ANY GHAN5E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE EN5INEER. \_SEALED FOR STRUGTURE ONLY Ln 0 � Z LU OCD CD rv, m p� 0 CD � z O � J a o � 2582 • 77ILE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OF MATERIAL PER VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) W ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN - gk BRG. HGT IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT -ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR 7" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 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 oil I CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY 0 u EXTERIOR SHEATHING '9Th, FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sT g\CD i 0P SILL PLATE \AO (SEE DETAIL B 2 FOR OPTIONS) 5� 6PF� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING ----� WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �- EXTERIOR SHEATHING SILL PLATE WINDOW FLASHING ,\1 � �L - 2 i FLASHING rL-ASMWG---1 DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - 2X EXT WALL - FLASHING TO EXTEND 36" - SHEATHING W/ - BUILDING WRAP BEYOND - FLASHING. STUCCO STOP -WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. (8 TRIM BOARD TUCCO "J" MOLD HEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z 150 STATE STREET EAST OLDSMAR, FWRmA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBE MCAM TAMPA • DENVER IIIcy� FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. Ll LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING I�. Lo. PER BUILDER O 0 -. F. � 108 PROVIDE SELF ADHERED FNM FLASHING Qn LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" I I II WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED oil I CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY 0 u EXTERIOR SHEATHING '9Th, FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sT g\CD i 0P SILL PLATE \AO (SEE DETAIL B 2 FOR OPTIONS) 5� 6PF� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING ----� WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �- EXTERIOR SHEATHING SILL PLATE WINDOW FLASHING ,\1 � �L - 2 i FLASHING rL-ASMWG---1 DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" - 2X EXT WALL - FLASHING TO EXTEND 36" - SHEATHING W/ - BUILDING WRAP BEYOND - FLASHING. STUCCO STOP -WATERPROOF MEMBRANE SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. (8 TRIM BOARD TUCCO "J" MOLD HEATHING TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. JOB NUMBER 27002.357 CAD FILE NAME L 0 T 161 TB ISSUED 11-07-17 REVISED K 150 STATE STREET EAST OLDSMAR, FWRmA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBE MCAM TAMPA • DENVER IIIcy� rO r o h AMM L I�. Lo. coU.0 Q O 0 -. F. � 108 FNM Qn Z Q r JOB NUMBER 27002.357 CAD FILE NAME L 0 T 161 TB ISSUED 11-07-17 REVISED rrrlinr�r��r�ir.rr�iw 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ' CONSTRUCTION. le 2582 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS GARAGE LEF! • TITLE • FLASHING DETAILS 3A3 . DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FWRmA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBE MCAM TAMPA • DENVER - FST. 19% F --z- rrrlinr�r��r�ir.rr�iw 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ' CONSTRUCTION. le 2582 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS GARAGE LEF! • TITLE • FLASHING DETAILS 3A3 . TEXTURE FIN16H COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOUDER NOSE OF M.W.W.5, SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY "o P SELF -ADHERED FLASHING 1 / DO NOT FLASH OVER--/ BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS —� UNDER DECKING (SEE DETAIL WP07) �— DOOR ROUGH OPENING — 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4 1 BEAD OF CONSTR. INSTALL SELF ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF / THRESHOLD SECTION -A (SEE / DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED NAILING FLANGE FLASHING' CONT GALV "L" SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING FLASHING PER MANUFACTURES TEXTURED, PAINTED -- EXTER. WALL FINISH K m w SPECIFICATIONS ROOF CRICKET: CN / MIN: 3:12 SLOPE PLASTER STOP N� CRICKET AS SPECIFIED (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER DIVERTER MFLASHING iN > i•:y, fug. DRIP EDGE FASCIA :.x,: y<•:r FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH : V. ti y 4 rrr e: ' Wo HOLD EXTERIOR : •• FINISH 2" ABOVE s°t :t :t e° :'t : • ••'°t 4�°�Or�• '�••° st � ss°t i :t e:' et" °s et :t et er et ' ii eti .: ;i `� uc•;w`h% a : : 11 "1 l� 11 : zs e ROOF F''; : ," •� a n ,t .i ". , n , FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING — 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR f rP.,• CONT. GALV. "L" FLASHING PER MANUFACTURES •':7:; >v �: ' � _ � SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER — -- WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING27 o tai SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT: GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT Rto ROO1 DECK METAL DRIP EDGE TO BE UNDER T,S,Rcr9/,y UNDERLAYMENT AT !F Fq qC 0! ROOF EAVES qsr oc ��Sy ROO R ! q oof Fy�lQ� OO�pP O AMEN( \ PP TYPICAL ROOF TO P4, o", °RSA °N°se`P Ss WALL FLASHING DETAIL -1,>, )o 5�N°° QllN°°°R 9R°OOUR oose\ 7�40 sloo RAKE METAL DRIP EDGE 22 0 TO BE OVER 5' 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. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR 7/8" CEMENT PLASTER / IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER ------ __-7/16" O.S.B. SHEATHING — -- METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING NOTE: i THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLA(�'� H I N DETAI L TO SHOW GENERAL FLASHING AND S � S WATERPROOFING METHODS. TO BE USED. N.T.S. GARAGE LEFT • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED K m w 150 STATE STREET EAST OLbSMAR, FLOR DA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAViSHEWS COM TAMPA • nENV CN co f9 0 N� cmco rr� ` 2.j T y LL Lo sV M a . 0 0 = 00 m0°o ON = Ew W Nm � ZaM • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 2582 • WLE FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLbSMAR, FLOR DA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAViSHEWS COM TAMPA • nENV - �-a EST. 1994 �~ ®-- 2582 • WLE FLASHING DETAILS LE=CTfRICAL < "I 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET r - -- - -i F - - - -� I$ HALF -SWITCHED DUPLEX OUTLET Fa SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR L --J L ---J 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH W.P. -J G.F.I.14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE -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) t] PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR @@ SMOKE / CARBON MONO. COMBO DETECTOR K TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER -wm- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL.) ROUGH -IN FOR OPT. CEILING PAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTEL (GF .1.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISIOK ..14" 3. ALL SMOKE DETECTORS $HALL 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 REQUIFE 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 G I. PROTECTED 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.G. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARSON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED PROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. W.P. / lo OWNER'S SUITE OWNER'S BATH 7 I HOR M AK LICA ROUGH -IN FOR OPT. \ FANLIGHT \ 1 sD I L-----� I V DBL. BULB FLOOD LIGHT W.P. cM ' D 0 W/ MOTION I G.F.I. WALL MOUNT AT V-8" UP TO / IEC. CAN \ LIGHTS UP t0 LANAI I PAN/ LIGHT i ROUGH-IN� PFOR LOPT. �-�GATHERING ROOM\ J / I i �STUDj ROUGH -IN FOR OPT. FAN/1-IGHr 0 DINING F�NDANr / (VERIFY LOCATION) OF WINDOWS NOTE:: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL. ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. -DIRECT VENT DRYER WORM THRU EXT. WALL MAKE-UP VLIGHT 220 V. LAUN. - — — oN-Q" HALF / '— — __j PANEL BATH PORCH D � FLOOD LTS. PRE -WIRE PENDANT AT 4811 IGATH a(VERIFY GE.I. AT 48" - - LOCATION) FOYER , FOR p `PTENER AT 32" KITCHEN GF.I.I GC. VERIFY SWITCH�'0) .FOR DISPOSAL IS - IGF.(. A�'48„ 2 CAR GARAGE (I BELOW SINK / II I I o / IIOV ABV. CABINET \ IGF.(. I / L--------- �GF.I. GF.I. G.F.I.— GFJ. ELEC. 200 AMP G.F.I. 0 PANEL D IRRIG. N MICROWAVE—/ OUTLET +14" WP. G.F.I. FOR T.I.G. SERVICE COACH LIGHT G.C.VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED 4/0 ALU. CABLE MAIN DISCONNECT METER k A/C DISC. COMBO - SQUARED TYP. 014 AND M2 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. -d• PANEL 0 0 AMPS. REQUIRED WN MO COPPER TO wQr: WATER HEATER UNDERGROUND 4 le LD00 • 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE:: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL. ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. -DIRECT VENT DRYER WORM THRU EXT. WALL MAKE-UP VLIGHT 220 V. LAUN. - — — oN-Q" HALF / '— — __j PANEL BATH PORCH D � FLOOD LTS. PRE -WIRE PENDANT AT 4811 IGATH a(VERIFY GE.I. AT 48" - - LOCATION) FOYER , FOR p `PTENER AT 32" KITCHEN GF.I.I GC. VERIFY SWITCH�'0) .FOR DISPOSAL IS - IGF.(. A�'48„ 2 CAR GARAGE (I BELOW SINK / II I I o / IIOV ABV. CABINET \ IGF.(. I / L--------- �GF.I. GF.I. G.F.I.— GFJ. ELEC. 200 AMP G.F.I. 0 PANEL D IRRIG. N MICROWAVE—/ OUTLET +14" WP. G.F.I. FOR T.I.G. SERVICE COACH LIGHT G.C.VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED x w • DENVEEL I N0OM ti N � ri �LLW �.. 6 -d• 0 0 �I'o 100 WN wQr: Z<- Z<— 4 le LD00 • • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED V] O � z mom- � O m 2 C) 0 cem � J � 0Q O � DAMS BEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST Q1X11MR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX 'W W W.DAVL5$EWS.CAM TAMPA 2582 • TITLE • MAIN FLOOR ELEC. PLAN MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT �"A " • DENVEEL EST. 1994 V] O � z mom- � O m 2 C) 0 cem � J � 0Q O � DAMS BEWS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST Q1X11MR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX 'W W W.DAVL5$EWS.CAM TAMPA 2582 • TITLE • MAIN FLOOR ELEC. PLAN MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT �"A " L CTfR I CAL <E' 0 DUPLEX CONVENIENCE OUTLET 0 DUPLEX OUTLET A50YE COUNTER 0.P. WEATHERPROOF DUPLEX OUTLET �@EFA. GROUND FAULT INTERRUPTER DUPLEX .OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,Q, RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN *— TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip. EXHAUST FAN/LIGHT COM51NATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT BI ELECTRIC METER Jew ELECTRIC PANEL —M DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTS (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 A5v COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.1. 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 (GPI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM$ SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL 5E LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I IP Vf GARAGE LEFT • K td w Nop ,13oa TEL 813.925.1800 FAX W W W.DAVISBEWSC..UM TAMPA • L7E1V VER �-� EST. 1994 W 0 �N T N N�C9 r� as J . L 5 L.� L LQ. e F. 0 00 QOM ,N 3�E Qh z;. < " G(nW • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED on 2 5o/ ,13oa TEL 813.925.1800 FAX W W W.DAVISBEWSC..UM TAMPA • L7E1V VER �-� EST. 1994 cii O � z W O m S c) c:) rvloo 0 ne � J 0 OO DAvo ON! VIS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLL�SMAR, FLORIDA 34677 813. 925 • • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE I/8" STUCCO OVER 1116" 055 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 TRU65 MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U55TITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUS5 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF TPE TRUSS MANUFACTURER. THE TRU55 F H VA f ITY OF TH � AS SUCH IS S ONSIB FOR L D E ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT i�E P LE E 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 OP RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUS5 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 RE5PONVE3LE POR INSURING INFORMATION REQUESTED ABOVE HA5 BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAIL,48LE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRU55E5 TO BE HANDLED 4 INSTALLED U61NG MOST RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL ERE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER IS 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 STRAPPING OR SUPPORT BASED ON THAT REVIEW. CON5TRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION 5A5ED ON REVIEW LETTER. • TRU55 CONNECTIONS SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • PRE -CAST s PRE-STRE55ED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DE51GN ALLOWA5LE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS 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 IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S 5PECIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRRE55URES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR A FORM OF- PRODUCT FPRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING 5TAIRWELL6 ARE TO BE FRAMED e 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM Af30vE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/S" TYPE "X" DRYWALL FRAME GAR GE WALL5 TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHEiR A 5OLI1D CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE T/8" STUCCO OVER 15/32" 0155, ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENER5 FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. 8905.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30# FELT (OR PEAL 4 5TICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.21. • TILE UNDERLA`►'MENT: PEAL 4 5TICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPEC -5 • ALL ROOF/WALL FLASHING 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. MA50N SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADER5 PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"Xro"X3/S" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TI'TEN HD ANCHORS a 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 511X5IIX3/all STEEL ANGLE W/ 3/6DIA. X 4 LAG SCREWS o 12" 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. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED iN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 A5 APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS 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 TRU55 5YSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREA5, B LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK 5UPPORT. FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEP5, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S 5PECIFICATION6 4 THEIR FLORIDA. PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES d REFERENCES: I.l. FLORIDA BUILDING CODE, RE51DENTIAL 5th EDITION. 12, AMERICAN CONCRETE INSTITUTE OF STRJCTURAL CONCRETE (ACI 318). 13. AMERICAN CONCRETE INSTITUTE O= MASONRY STFUC;TURE5 (TMS 402/ACI 530/A51 --E 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MA50NRRY 5TRR.IGT'URi=5 (TM5 403) 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER 5TIRUCTUIE5 (ASCE-T). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF 5TRACTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRJ55E5 BY THE TR,155 PLATE INSTITUTE (TPI) LATEST EDITION. 1.7, NATIONAL DESIGN SPECIFICATION FOR WOOD GONSTFRUCTION (NDS) LATEST EDITION. I.B. AMERICAN PLYWOOD ASSOCIATION DE51GN CON51FUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DE516A CRITERIA (SEE NOTE 2.4 FOR LIMITATION5) 2.1. ROOF LOADING: ROOF SUR --ACE LIVE: 20 PSF ROOF 50;;�--ACE DEAD: I PSF FOR 5HINGLE OR METAL, 20 PSF FOR TILE ATTIC WM40UT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED STORAGE LIVE: 20 R=5F HABITABLE ATTICS AND ATTICS SE"D WITH FIXED STAIRS: 30 PSF 2.2. FLOOR LOADING: GENERAL LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PA55ENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE 8301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOR5, CONTACT ENGINEER FOR REC011" END4TION5 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL 9; >E55URE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1 3.2. THE FOUNDATION 5Y5TEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINiI'1UM ALLOWABLE SOIL BEARING PRESSURE OF 200 PSF. 3.3. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 8 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPE551VE STRENGTH OF 250 psi a 28 DAYS (UXO.). 4.3. REINFORCEMENT RE5AR5 A5TM A615 GRADE 60 (UNOJ 4.4. VELD WIRE FABRIC (I.U.LF ASTM A185) or FIBER MESH PER A57M CI116 TYPE 111 4.13. USE 0.190 BY VOLUME MINIMUM (1.5 LBS / CU YD) 4.5. LAP SPLICES 8 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRICTION 8 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY 5TR C;TURES (ACI 530YASCE (o/TM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FA IW3TCN HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RRESTON, V193 NIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, 5.2. GENERAL SPECIFICATION FOR MA50NRY 5T1QIGTURRE5: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT SQUIRED BY ENGINEER FOR TH15 PIROJECT. 5.2.2. COMPRESSIVE STRENGTH RECLIREMENT 15 f'm=150 P5. 5.2.3. DETEFeMINATION OF C.G.1"fPE551VE 5TRI=NGTH IS THE ALLOWABLE 5TRE55 METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APH-ICABLE, 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE 5.2.6. GRO.IT SHALL COMPLY WITH ASTM 0416. GROUT SHALL BE 300 P51 U.N.O. 6 HAVE A SLUMP RANGE OF V-11". 5.3. PRODUCT5: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5.32, MA5ONRRY UNIT MATERIALS SHALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRI=-STRE55ED TENDONS, 6 METAL ACCESSORIES SHALL BE 60 K51 RREBAR (MIN). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. 6TAINLE65 STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PRE-5TRE551NG ANCHORAGE, COUPLERS, d END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CCNDUIT5 ARE NOT APPLICABLE. 5.42, ACCE65ORIE5 ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATION5 ONLY, UNLESS CLEARLY DELINEATED AS 5.4.4. WI -EN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN T14E LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE FROV15ICNS OF TM5.402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTERATIVE AGCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/67, AND 'MICHIGAN CONTROL JOINT'.. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRE55ED 545, 8 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, 5EA50NED, 4 FRSE FRO'1 WARP. 6.3. FRAMING WALLS B COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x 5TUD 5.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TFU55 BEARING LOCATIONS. LNLE55 NOTED OTHERllISE. 6.3.2. NOT USED 6.3.3, NOT USED 6.3.4. ALL TRUSS BRACING LUMBER SHALL BE 5.Y.P. 02 OR BETTER 6.3.5. INTERIOR LOAD BEARIWa (IF APPLICABLE) WALLS STUDS TO BE SPACED a 16" O.C. 4 5HIALL BE S.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 02 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 42 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 6.3.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.38. INSTALL BLOCKING IN ALL WALL STUDS OVER &'-Os MID -HEIGHT; 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. AS 5POIN IN DRAWINGS, 6.3.9, ALL LOAD BEARING WALLS 5HALL HAVE 5.Y.P. DOUBLE TOP PLATES 4 SHALL BE 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 5000# TO BE CONTINUOUS THRJ TOP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PE55URE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACGOIRDANICE WITH F.5. Il -W-511 e BARE THE AMERICAN WOOD 9;zE5ERRvE5 INSTITUTE EQUALITY MAi;�< LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROC F 51-EATHING TO INSTALLED WITH PLY CLIP' (MAXIMUM 24" O.C.). (SEE PLANS FOR 5HEATHING THIGIQNE55J FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUED OVER 24" MAX 5PAN / TILE, MIN. 1/2" THICK APA RATED 5UPPORTED OVER 24" MAX. SPAN. 6.6.2. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, =D, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS IECOMI'?ENDATION5. 6.1. ALL NAILING k BOLTING 54ALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRJCTION REQUIREMENT5. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY 51MP5GN STRONG TIE CO., U5P, OR EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PPESCRIBED BY THE MANUFACTURER 6.9. BRACING: TEMPORARY BRACING O= THE ROOF SYSTEM SHALL BE INSTALLED PER BC.51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PER'14NENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CGNSTFUCTION. 6.11 INTERIOR 514EAR WALL SHALL BE GON5TR ICTED BY ATTACHING 1/16" APA RATED 5HEATIHING TO ONE SIDE WITH NAILING PATTERN PER '0/52, ATTACH TO SLAB WITH 1/2" DIA x 10" A.B. a 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD82560 a 24 O.C. MAX TO FLOOR TFU55E6 OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE e 24" O.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIE5 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 a LEAST 1'-0" FROM BUILDING SIDEWALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL R15ER5 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 5IDEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM IT IC IDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COi"1PLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE 156UED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORR5 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 1" ICRTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE 15SUEp. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDINCz HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER 5ERVICE5." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING 5FECIFICATION FOR SICK ATT>4C1- HENT O -QUNG 5HALLAFFLY ..O. • IF lx - ATTACH WINDOW THROUGH BUCK TO MA50NRY/UOOD FRAMING, IF 2x ATTACH TO 2x 2 xK • IF - ATTACH TO MA50NRY W/ 1/4" x 3" MASONRY ANCHORS e 12" O.C. W/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING 5PA-LE25PLY U.N.O.) • VORTEX ENGINEERING, LLG. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL 5TH ED., AND 15 NOT RESPONSIBLE FOR THE DE51GN'5 ARCHITECTURAL AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DE51GN 15 THE RESPONSIBILITY OF THE DESIGNER, SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING $HALL APPLY URD.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 511 • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED 5LA56 SHALL HAVE A MINIMUM EMBEDMENT OF 111 . • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE 5PECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE, SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. 5PECIFICATION FOR LANDING5 4 5T,4IR CONSTRICTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 8 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. • 5TRINGERSRUNNING PARALLEL TO 4 SUPPORTEDAY A WA SHALL BEATTACHED: of MA50NRY/CONC. WITH 14" D IA X 3'TAPGON5T 8" O.G. 5TAGG RED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). •• WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT GONG). ATTACH FOOT TO FLOOR: •• a GONG. W/ 4" DIA. X 3" TAPCONS a 12" D.C. •• a WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.C. TO TRUS5/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 #2 SYP, MIN. a 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 5UPPORT STUDS AT EACH END. •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, a •. (2) 0.131 X 32 TOE NAILS FROM EACH J015T TO KNEEWALL TOP PLATE. ••• LED (4R0.13I ES TO 8 WITH:E 2X5 NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• " X 3" TAPCON5 a 8" O.C. STAGGERED a MASONRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP50N LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. 5U56TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL 5Y5TEM5 MUST MEET OR EXCEED THE REQUIREMENT5 OF FBC TABLE 8301.5 4 SECTION R312. "FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MP14 WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014). ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF © 10 SQFT + 28.8/-117.9 PSF © 20 SQFT + 26.7/-109.8PSF © 50 SQFT + 22.5/-100.1 PSF 100 SQFT +20.4/-92.4 PSF WALL @ 10 SQFT + 50.0/- 67.0 PSF © 20 SQFT + 46.6 /- 62.7 PSF ® 50 SQFT + 44.9 /- 57.2 PSF © 100 SQFT + 42.4/- 55.5 PSF © 500 SOFT + 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6/- 49.7 PSF 10' WIDTH + 43.9 /- 49.2 PSF 12' WIDTH +43.2/-48.6 PSF 16'+ WIDTH + 42.2/- 47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. INN "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 DIMEN51ONS 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 CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. 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 rrrr�� a � i d�•e oop ,ZIA izzr ..,. ,� i ill, L �z o6zo z �QQ o ua�� _z <Lu �H 0 uj 0 Ul � �Qo4-°-° , w - u- No INN a WON mmm r », 0 U, 0 41 c DATE 00-3.0-17 SCALE NOTED DRAWN MK/POK JOB _ content: 15tructural Notes Sheet number: 111 141-30 1/2" DIA. x 8" TITEN HD 6 48" O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIONS) WATCHING q NOTE;T x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 6PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) 106 NAILS 5EARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE: NTS NNE T S IN L IEU F d\ GRA)E 40 GRADE 60 PRE- ENGINEERED WOOD BEND DIAMETER LENGTH LAP SPLICE TRUSSES Q 24" 0/C LENGTH 12 50TTOM PLATE 4 SIMPLON "All 11811 ��(TYP.) 1IDII UPLIFT CONNECTOR (SEE TRUSS IIBII SEE ELEV. 1 A%t%A SHEET FOR SCHEDULE) 11/i8 51MPSON 5P2 6 EA.5TUD --�" - 155 ddv 1/16" APA RATED SHEATHIN I °' A� 4 b' °4 U°N�-I� 2 1/2 "4 SEE SCHEDULE FOR ' 4 u � °d,•/ DOUBLE "2X11 20 FASTENING 55/8 S.P.F. TOP 24 .• ' v '°4.4 PLATE d' a, 2X4 PT STUDS a 16" O.G. OR 3 3/4" CRICKET AS 151/2 (1)2X4 PT STUD 6 24" O.G. 06 REQUIRED 81/16 UNDER COMMON TRU55 W/(2) 30 4 1/2" LAP SPLICE 2X4PT STUDS UNDER HIP STD. 900 HOOK _ 43/8 CARRIER/GIRDER TRU55 16 1/2 - 5 1/4" SIMPSDN SPI -a EA. STUD ` VMAIN 08 - - SPAN ROOF TRUSS - 2x4 PT. 5TM. PLATE W/ 1125 243/4 48 1/21' DIA.x6" A.5.6 24" O.C. ry Lu UPLIFT CONNECTOR COMMON NAILS EA. STUD 2x8, USE SIMPSDN SP1'S ON - 9" (SEE SCHEDULE) 28 SIMPSDN META20 0 EA.5TUD "10 - - - M015TURE BARRIER 14.06 8 XS X16 K.O. 5LOCK W/I "5 CON . ;' (1,'5 VERT. IN CONC.FILLED CELL 5P2'5 ON EACH SIDE OF 2X S.Y.P. 01 STUDS 6 16"O.C. STUD TO TOP PLATES. 8 FILLED W/2500 P61 GROUT (1) SIMPSDN 5PH4(SEE W/ 5TD, 90° HOOK IN K.D. 5LOCK WATCHING q NOTE;T x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 6PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail (4) 106 NAILS 5EARING WALL (W/ AT 2x8 WALLS USE 5PH8 S-1 SCALE: NTS NNE T S IN L IEU F d\ GRA)E 40 GRADE 60 BAR 51ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 50TTOM PLATE 4 SIMPLON "All 11811 11l�/`11 1IDII "All IIBII 1V•II 1 A%t%A 03 11/i8 U 1 155 ddv 41//4 I °' A� 4 b' °4 U°N�-I� 2 1/2 "4 21/2 ' 4 u � °d,•/ "5=2-1/2/ 20 3" 55/8 'lt3-11/2a 24 .• ' v '°4.4 1 d' a, 25 3 3/4" 151/2 30 06 3 3/4 81/16 14 30 4 1/2" LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 43/8 (313/1(0 16 1/2 REQUIRED LAP SPLIGE, EMBEDMENT, 4 HOOKED REINFORCING 5TEEL (INCHES) GRA)E 40 GRADE 60 BAR 51ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE 50TTOM PLATE 4 SIMPLON "All 11811 11l�/`11 1IDII "All IIBII 1V•II IIDII 03 11/i8 41/4 1 155 21/f4" 41//4 911/4 1S "4 21/2 5 5/8 91/2 20 3" 55/8 121/2 24 "5 31/13 1 113/4 25 3 3/4" 1 151/2 30 06 3 3/4 81/16 14 30 4 1/2" 8 1/16 18 1/2 36 "1 43/8 (313/1(0 16 1/2 35 5 1/4" 9 13/16 213/4 42 08 - - - - 8" 1125 243/4 48 "3 ry Lu - COMMON NAILS EA. STUD 2x8, USE SIMPSDN SP1'S ON - 9" 12.66 28 54 "10 - - - 1011 14.06 31 "11- 5P2'5 ON EACH SIDE OF 2X S.Y.P. 01 STUDS 6 16"O.C. STUD TO TOP PLATES. (1) SIMPSDN 5PH4(SEE - Il" 15.46 34 I/4 f TOP PLATE TRU55 BRC.FOR 5EE PLAN2X8, INTO DBL UPL IFT)T\, 74— PH4 CONNECTORS SHOWN. IN WALLS LARGER THAN USE SIMPSON 5P15 ON EACH 51DE OF STUD TO THESE PLAN5 ARE THE PROPERTY OF VORTEX ENC--INEERING, LLC., AND SHALL BE , Rebar Lap,Embedment &Hook Schedule $-� SCALE: NTS - - `'• K.O. CMU 5OND WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION "J" BOLT W/ NUT WASHER (REFER TO NOTE: EM5ED ACI --p 50TTOM PLATE 4 SIMPLON DOOR MANUFACTURERS INSTALLATION STD, HOOK IN BY ' .. ' BOND 5M. NOTE: REGARDLESS :z It .. 5P2'5 ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) STUD BEARING OF HATCHING FASTEN EA. STUSTUD SHOWN ON }. GROUT CELLS SOLID SEE PLAN TO TOP PLATES. REINF. GROUT 2x6 P.T. JAMS Y FOR LOCATIONS o � � && uJ 1 AT 2x6 WALLS USE 5PH6 • #5 DOWELS SEE PLAN FOR WALL TO TOP PLATEU.N.O." PLAN5, WALLS 9 W J LOCATION LAP 25" MIN. CELLS 50LIp UPLIFT CONNECTOR GLEAN OUT CONNECTORS IN LIEU OF (SEE PLAN FOR SIMPSDN LANE THAT SUPPORTE SIZE) 5YP 2x4 MIN. 12-106 NAILSDITIONAL EM5ED AGI TRU55 SHEET FOR a NOTE` (SEE TRUSS SHEET ^ y. 6PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS FOOTING 5TUDL 6 16" O/C ROOF TRUSSES r°' " d • , STRAPPING OLUMNS d a"NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) CONNECTORS IN LIEU OF PLAN FOR SIZES MORE INFO. EITHER SPECIFICATIONS, JAMS SHALL 5E 2x6 ___--- Wall Reinforced Cell Detail SPH4 CONNECTORS SHOWN. DIRECTLY OR a GARAGE TOD INDIRECTLY S_l BEARING WALL (LEE MIN. SHALL BE ATTACHED TO THE DBL. TOP PLATE ----'— (I) SIMPSON 5PH4 W/02) 106 FOR WALLS LARGER THAN HOUSE WALLS, PLAN FOR SIZE) 5YP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" ry Lu COMMON NAILS EA. STUD 2x8, USE SIMPSDN SP1'S ON SCALE NOTED 6 GARAGE TO ARE TO BE HOUSE WALLS, BUILT AS INSULATE PER CALCS/SPECS JOB STUDS 6 16" 0/C 1/2" DIA. x 8" TITEN Hp 6 24'' A.B. AT 24" O.C. STARTING 9" MAX. Ir MAT FROM THE 5LA5, USE 2 DIA. WASHERS " I/2 GYP. BOARD EACH SIDE OF STUD TO 1/2" GYP. BOARD BOTTOM PLATE 4 SIMPSON INSULATE PER 5EARING WALL CALCS/SPECS W/UPLIFT O.C. FORA MAX. UPLIFT OF 1500 L55. ON EACH TRUSS FASTEN PER FASTEN PER MANUF. MIN. AT EACH 5OLT LOCATION. TRACK SPECS. ATTACHMENTS TO THE JAM5 ARE 5Y 5P2'5 ON EACH SIDE OF 2X S.Y.P. 01 STUDS 6 16"O.C. STUD TO TOP PLATES. (1) SIMPSDN 5PH4(SEE FOUNDATION PLAN OR MANUFACTURER, THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA U.N.D." w/ 12-106 NAILS EA. STUD (STRAP TRUSS PAGE FOR LOCATION OR EXCEPTIONS) ARE MIN. STANDARDS, MORE STRINGENT G Garage Door Attachment Detail CRITERIA PROVIDED 5Y THE GARAGE "J" BOLTS 8 WASHERS 6 2'-0" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALC6./5PEC5. NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 8 FLR PLN FOR PT 50TTOM PLATE 0 -0 W/ROOF UPLIFT) PT BOTTOM PLATE S SCALE: NTS CONTROL, U.N.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE If 4 II DBL $YP TOP PLATE (1) SIMPSON SPH4 W/(12) lOd ° 4"CONC. SLAB. SEE COMMON NAILS EA. STUD I— : I_ 4. FOR WOOD FRAME WALL TO FOUND. PLAN FOR 1 -i FOOTING SEE I -' _i FOOTING SEE �- FOUNDATION PLAN FOR -- - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. —I I 1=1 I I- FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2'' x 6'' EL V 0'-0" TOP OF 6LA5 SIZES � MORE INFO. 5P4 � TOP INFO,- THREADED ROD SET IN � Load Brn Interior Stud Part. Detail 5IMP50N 5ET EPDXY- a _ _ • B Load Brn Interior Stud Part. Detail _ S 1 SCALE: NTS ,.... : • !,�4• . �. SEE FOUND. PLAN With Uplift w FOOTING SEE { S-1 Without Uplift SCALE: NTS 2 X S.Y.P. STUDS 16" D.G. - U.N.D. 4 p FOUNDATION PLAN FORA'. LOAD 5EARING OR _ SIZES 8 MORE INFO.CLEAN s COMPACTED 501L. SHINGLE / TILE ROOF -SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL 2 X STUD (95°ro MODIFIED PROCTOR PER ASTM D1557) PACxES FOR MORE INFO. FASTENING TO BE AS 12 PER MANUFACTURERS SPECIFICATIONS. SEE TRUSS 24 O.C. CONTRACTOR TO PROVIDE MANUF. (TYP) 10" x 1/2" DIA "J" 8 G. M. U. U ara a Wall Section Brn Wall ELEV. R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS P X P.T.STUD S 1 SCALE: NTS DOCUMENTATION TO INSPECTOR TIME OF W/ U p ift INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX)5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBGR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL 905.2.7. TRUSS SHEET FOR MORE INFO. FOR EXTERIOR 5RNG. OR GARAGE 1/2" DIA x 6" FLOOR 5RNG WALL TITEN HD SRG� (4) 106 NAILS NOTE: ELEVATION VARIESEm, INTO DBL REGARDLESS OF AN OTHER NOTE, ALL TOP OF MASONRY SEE PLAN SYP LUM5ER TO BE 1 OR BETTER TITEN HD 48 O.C. IF 2 X P.T. PLATE 5OFFIT/FA5CIA LESS THAN 5'-0" WALL IS INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO 5RNG WITHOUT Z. 1/2" GYP. 5D. CEILING i COMPLY WITH FBGR 302.1. SEE UPLIFT. 24" O.C. IF EXTERIOR FIN15H 1/2" GYP. 50ARD TYP. SEE NOTE ON N -I ELEVATION PAGES FOR ''' ' PAGE FOR GARAGE SOFFIT/FASCIA DETAIL WITH UPLIFT. " • (SEE ELEVATIONS) 1/2" GYP. 50ARD C APPLICATION 4._ �_W°___ �, _.� __°_ > ° W' .._ SECURE PLATE W/ 10" I/2 VARIES SEE ROOF PLAN p.. ° GRADE DIA. J 50LT5 G o ° WASHERS ID 4'-0" D.C. 2X S.Y.P. 1 STUDS 16 O.C. • ° .°b ' '°' (MAX.) CENTERED ON " " 8"x8" K.O. CMU BOND 5M. w/ 1 05 BAR (1) SIMPSON 5PH4 °• ' a ^ . ° :°. p. — WALL. (REFER TO FND 8 D 1x2 PT NAILER CONT. (MIN LAP = 25")GROUT CELLS I-- 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. TYP ° ' ° ° I = I= INSULATION OR PER ENERGY FLR PLN FOR WALL I .e.• .° °�° ,°,pe ° d. °..° THICKNESS) n • '' CALCS./SPECS. VERT. WALL REINF. 8"x8 PRECAST CONCRETE LINTEL a d ° EM5ED AG1 STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE Q.` I = 4"GONG. 5LA5. CONT. 2X PT SOLE PLATE FOR L INTEL SCHEDULE 1. IN 5OND 5M. *5 5AR FOUNDATION PLAN FOR _ I_= SEE FOUND. PLAN SIZES 4 MORE INFO. — — — FOR MORE INFO. ELkV V-011 TOP OF SLAB PRECAST GONG SILL ' CURTAIN NAILER PT I I—I j 1—I I I—I I 1--j I I I-1 - �:• +, :.,`:. :,`.''' '::•;' 1x4 WINDOWS e L.G.D. NOTE: II I -�"- 05 5AR VERT. WALL REINF. CONT.. "' • . �:. •. , ' . TO BOND 5EAM. EM5ED ACI STD. AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS �.�F!''.. •..,.. - "• -•• HOOK 6" IN 5OND 5EAM. GROUT •:, T' '' SEE FOUND. PLAN WINDOW W/ SCREEN USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSDN 5P2'S ON FOUNDATION PLAN EACH SIDE OF STUD TO TDP PLATES. U.N.O." d FOR SIZES 8 MORE .:4 ': 8"x16" C.M.U. PER ASTM G-90 (TYPJ INFO. ' •: � •� "::. ,•• GLEAN S COMPACTED SOIL. Ix2 PT FIR STRIP 24" O.G. FM=1900 P:L.I. (MIN.) W/ TYPE M OR (95�o MODIFIED PROCTOR PER ASTM D155�) S MORTAR PER ASTM C-210 Ix4 PT BA5E NAILER K Garage Wall Section Brn Wall 1/2" DIA x 6" SIMPSDN H3 w/ 8-Sd S 1 SCALE: NTS INSUL, PER CALCS. 4 SPECS TITEN HD 6 2411 NAILS FASTEN TO TOP 1 W/O Uplift E"GONG. SLAB. SEE O.G. 50TTOM PLATE PLUS FOUND. PLAN ELEV 0'-0" TOP OF 5LA5 oCIZ. SLOCKINCx 45112X STUDS 4. low REINFORCED CELL 1/2" GYP. BOARD 24"O,C. FOOTING SEE 2x4 PT PLATE SECURE PLATE W/ FOUNDATION PLAN FOR SIZES 8 MORE INFO. HILTI CF62 POWDER INSULATION OR FBGR 2M36TITIOU5 FINISH PER • ACTUATED PINS 6 PER ENSREGS. o T ical Ext. Mason Wall Section ES" O.C. OR EQUAL CONT. 2X PT SOLE S 1 SCALE: NTS 4"GONG. 5LA5. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT M1551NG ANCHOR 5OLT5 AT 5EARING WALL: MORE INFO. ELkV 0'-0" TOP OF SLAB PLAN $ NOTE: EXTERIOR 5EARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: - SCHEDULE SEE N -I FOR .. - - - - - - - , I. 5/8" DIAMETER x 6" EMBEDMENT 51MP60N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. !u •' z .-• -- .r' ADDITIONAL/ALTERNATE N *•" • .. •' SEE FOUND. PLAN PARAMETERS. INTERIOR 5EARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: FOOTING SEE CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSDN TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN COMPACTED SOIL. BACKER 5AR AT MAX. PLAN FOR SIZE � LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RELISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM 01551) �.. LOADS EXPOSED FACE M Gara a Wall Section Non-Brn . Exam le CMU Wall Control Joint Detail H)Brng Wood Frame To Mason Attachment Detail SCALE:NTS p S WaII OnI SCALE:NTS S-1SCALE: N.T.S. Y 10" MIN. ` 8x8 K.O. GUM BONA SEAM - -'� - w/ I- S BAR CONT. PRE-ENGINEERED CONC. LINTEL - - - - - - - w/ I- S 5AR CONT. EM5ED ACI 5TD. HOOK IN ---wo 5AR VERTICAL WALL REINF. BOND BM, GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, EM5ED AGI CLEAN OUT 5TD. HOOK IN FOOTING J, 0'-0" FINISHED a' 4 •„ • 4 a:. '.• °•' FLOOR Y4 • . FOOTING SEE FOUNDATION PLAN FOR 51ZES 4 MORE INFO. 4' d Ai N Masonr Column Lanai/EntryDetail SCALE: NTS �5 BAR TRANSITION z STEEL ACI STD. ' HOOK (TYP) � � K O CMU BOND • .. '-, - " tX >0 SEAM 05 BAR TRANSITION STEEL ACI STD. . '. HOOK (TYP) PMasonry Transition Detail ELL TO 5E FULL ROUTED RILL 4 EPDXY IN LINTEL/50NI R CIP 5EAM 5OVE WITH INIMUM '15EDMENT OF ' �E SIMPSON 5E1 IGH STRENGTH FOXY RILL 8 EPDXY INIMUM EM5EDN SIMPSDN SET FOXY XISTING MASON1 OANSD 5EAM OR S-� % SCALE: NTS RT. WALL REINF. NOTE: • M1551NG DOWELS: WHERE FOOTING DOWE AR PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 5AR. INSTALL IN SLA5 W/ 5" MINIMUM EMBEDMENT, USE SIMPSON 5ET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY 5E FASTENED TO THE MASONRY BOND 5EAM USING ONE SIMP50N HT51-116, MAX. CAP IS 1115 ". MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-1 SCALE: NTS %R L-05 LAP CONT. S 25" LAP Corner Continuity Detail S 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS 74— 10" MIN. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENC--INEERING, LLC., AND SHALL BE t` - - `'• K.O. CMU 5OND WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX BEAM EM5ED ACI --p PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. STD, HOOK IN BY ' .. ' BOND 5M. ' :z It .. S 5AR VERTICAL WALL REINF. }. GROUT CELLS SOLID SEE PLAN Y FOR LOCATIONS o � � && uJ r_ �S¢oW • #5 DOWELS SEE PLAN FOR ~ y<!, C) Q, W � v Q� °51111-1 O Fri 9 W J LOCATION LAP 25" MIN. ¢ p Lu o C] GLEAN OUT EM5ED AGI • • ° ° 0'-0" FINISHED STD- HOOK IN ^ y. ° FLOOR FOOTING ' •! r°' " d • , ,: ti•°' , :' �• °;'" FOOTING SEE FOUNDATION 4A PLAN FOR SIZES MORE INFO. Masons Wall Reinforced Cell Detail S_l SCALE: NTS 10" MIN. ` 8x8 K.O. GUM BONA SEAM - -'� - w/ I- S BAR CONT. PRE-ENGINEERED CONC. LINTEL - - - - - - - w/ I- S 5AR CONT. EM5ED ACI 5TD. HOOK IN ---wo 5AR VERTICAL WALL REINF. BOND BM, GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 05 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN, EM5ED AGI CLEAN OUT 5TD. HOOK IN FOOTING J, 0'-0" FINISHED a' 4 •„ • 4 a:. '.• °•' FLOOR Y4 • . FOOTING SEE FOUNDATION PLAN FOR 51ZES 4 MORE INFO. 4' d Ai N Masonr Column Lanai/EntryDetail SCALE: NTS �5 BAR TRANSITION z STEEL ACI STD. ' HOOK (TYP) � � K O CMU BOND • .. '-, - " tX >0 SEAM 05 BAR TRANSITION STEEL ACI STD. . '. HOOK (TYP) PMasonry Transition Detail ELL TO 5E FULL ROUTED RILL 4 EPDXY IN LINTEL/50NI R CIP 5EAM 5OVE WITH INIMUM '15EDMENT OF ' �E SIMPSON 5E1 IGH STRENGTH FOXY RILL 8 EPDXY INIMUM EM5EDN SIMPSDN SET FOXY XISTING MASON1 OANSD 5EAM OR S-� % SCALE: NTS RT. WALL REINF. NOTE: • M1551NG DOWELS: WHERE FOOTING DOWE AR PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 5AR. INSTALL IN SLA5 W/ 5" MINIMUM EMBEDMENT, USE SIMPSON 5ET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • M1551NG TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR M1551NG MAY 5E FASTENED TO THE MASONRY BOND 5EAM USING ONE SIMP50N HT51-116, MAX. CAP IS 1115 ". MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-1 SCALE: NTS %R L-05 LAP CONT. S 25" LAP Corner Continuity Detail S 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 015CREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLAN5 ARE THE PROPERTY OF VORTEX ENC--INEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY :z It .. W moo<Q O o � � && uJ r_ �S¢oW > m Lu ~ y<!, C) Q, W � v Q� °51111-1 O Fri 9 W J ¢ p Lu o C] W rrr z 0cn ■ter —Jl ry Lu DATE 08-3047 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 5 1 SIMPSON MT510 EACH TRUSS SIMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 16d TOENAILS EA, END SIMPSON 5PI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON SP4 w/ 0-10dx1 1/2 NAIL5 EA. STUD INSTALL 1/2 X & THREADED ROD IN SIMPSON SET EPDXY a 2'-0" O.C. (MAX) CENTERED ON WALL. K -.` S_2 DORMER ROOF BY $-2 TRU55 MANUF. OR 2X a 16" O.C. 2x BOTT. PLATE CONT: —�� CONVENTIONAL PRE -ENGINEERS FRAME (SEE PLAN) FLOOR TRUSS—WOOD 2-2`x4` BLOCKING SIMPSON L,5TA12 EACH 4 4 4< WITH 4-16D COM STUD OR EQUIV. 2x8 LEDGER W/ TOENAILS a EACH NOTE: END ROOF TRU55 BY ROOF I TRUSS MANUF. 4-0.131 x 3 1/2'' TYP. LOAD BEARING WALL OF BOtT. CONST. 2"x4" a 16" O.C. (SINGLE _ BOTT. PLT., DOUBLE TOP PLT.) HANGER PER TRUSSPRE Dormer Knee Wall Attachment Detail I R.S. NAILS a SIMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 16d TOENAILS EA, END SIMPSON 5PI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON SP4 w/ 0-10dx1 1/2 NAIL5 EA. STUD INSTALL 1/2 X & THREADED ROD IN SIMPSON SET EPDXY a 2'-0" O.C. (MAX) CENTERED ON WALL. K -.` S_2 CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM SCALE:NTS MORE INFO. PLATE - $-2 SCALE:NTS 2X a 16" O.C. 2x BOTT. PLATE CONT: —�� STUDS 9 16" O.C. PRE -ENGINEERS 7/16 APA RATED SHEATHING FLOOR TRUSS—WOOD 2x8 LEDGER W/ 4 4 4< 2x6 SOLID BLOCKING W/ 2x8 LEDGER W/ 3-0.131 x 31/2" TOENAILS 6 NOTE: EA. END I 2 X 4 RIBBON 4-0.131 x 3 1/2'' ATTACHED TO EACH OF BOtT. 4-0.131 x 3 1/2" _ x 31/2" NAILS HANGER PER TRUSSPRE SIMPSON CS6 EA, 5TUD� I R.S. NAILS a 8-2 SCALE: 7TS ". RIBBON BELOW PLYWOOD O R.S. NAILS Q ~' REFER TO TYPICAL 2-5TORY WALL K Floor Truss To SECTION FOR INFORMATION NOT CMU WALL SHOWN EACH STUDS Cantilevered Floor Truss Over Wall p PAST EACH STUDS 2-16d a EA. USE SIMP50N SPl'5 5'-0" (U SIMPSON CSI6 OR (1) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD ELIMINATED THE 5PH4 CONNECTORS M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING m 16" O.C. RIPPED DOWN MASONRY SCREW BE USED. ALL 4x [EXTEND FLOOR TRU55E5 'TYPICAL AT HANGER TO ON EACH 51DE OF POCKET FOOTING SEE STUDS) (UN.0) THE SPH CONNECTORS ABOVE THE HEADER Q FOR THE PROPER PER MANUFACTURER'S a 5" O.C. PRE -ENG. WOOD SHALL APPLY, AND ANY TRU55 BE SIMPSON LU5, LSU, MATERIAL MAY STUD t0 BOTTOM SLIDING FOUNDATION FRAMING ONLY, NUMBER OF DIAD. MEMBERS FLOOR TRU55E5 RELATIVE TO NUMBER OF REQUIRED FOUNDATION OR L55U 6IMP50N A34 PLATE 4 51MP60N DOOR HANGER TO PRE -ENG. BE SIMPSON JOB _ PRECAST PRE-ENGINEERED MIN. COMPONENTS, "1 W/4 -8d X 1 1/2" 5P2'5 ON EACH WOOD ROOF LUS, L5U, OR (THE FOLLOWING 5HALL APPLY U.N.O.) CLEARANCES FOR THE WINDOW/DOOR WOOD ROOF �TRU66IE5 a 4" O.C. WINDOW/SHEATHING ATTACHMENT a GRADE SHALL 4-8d X I I/2°EPDXY TRUSSES L55U MIN. SEE FOUND. (ON SECOND FLOOR) FOR ROUGH SIZES & MORE LINTEL. SEE AT INTERIOR LOAD BEARING CMU WALL OPENINGS OY��__5_'-0-�0" ONLY (1) 51MP50N HTT4 W/ (1)a/& READ ROD SET IN BE USED FOR CMU/WOOD FRAMING, WITH OR WITHOUT 1X TOP PLATES. U.N.O." INFO. SIMPSON SET EPDXY d (18) 16d NAILS INTERIOR POCKET INFO. EMBED A.B. 5" (MIN.) INTO MASONRY K.O. BLOCK BET OR 51MP50N M5TCM60 IF 2x4. FOR 2x OTHERWISE NOTED 5EE FOUND. FILLED CELL OCCURS BELOW - AREA PAVERS OR 4" CONC. DEPTHS PAVERS OR 4" CONC. PLYWOOD TO PLAN I 2x8 LEDGER W/ EXTEND TO INTERIOR 4-0.131 x 3 1/2" R.5. AREA BOTTOM OF WALL NAILS a EACH FLOOR TRU55 2x8 LEDGER W/ (FIELD VERIFY 4-0.131 x 31/2" WITH TRU55 R.5. NAILS a LAYOUT EACH STUDS`r.,`„� LOCATION) WITH FLOOR TRUSS WITH -OUT FLOOR TRU55 T ical Ledger Detail G $-2 SCALE:NTS SEE TRU55 SHEET FOR STRAPPING 2x TOP PLATE CONT. SEE TRU55 SHEET FOR STRAPPING SEE TRUSS 1/1(011 MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAPVV TmL4 FASTEN EA. STUD TO TOP PLATE w/ NOTE: "AT 2x6 WALLS USE PRE -ENGINEERED x/16" MIN. A.P.A. RATED SHTG. '. \\-PRE-ENGINEERED SIMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING a PANEL EDGES w/ (3) 16d TOENAILS EA, END SIMPSON 5PI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) SIMPSON SP4 w/ 0-10dx1 1/2 NAIL5 EA. STUD INSTALL 1/2 X & THREADED ROD IN SIMPSON SET EPDXY a 2'-0" O.C. (MAX) CENTERED ON WALL. K -.` S_2 CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR BOTTOM SCALE:NTS MORE INFO. PLATE - a 2X BEARING WALL W/ 2X a 16" O.C. 2x BOTT. PLATE CONT: —�� STUDS 9 16" O.C. PRE -ENGINEERS 7/16 APA RATED SHEATHING FLOOR TRUSS—WOOD GREATER THAN 4 4 4< 2x6 SOLID BLOCKING W/ E-ENGINEERPD 3-0.131 x 31/2" TOENAILS 6 NOTE: EA. END I 2 X 4 RIBBON L ATTACHED TO EACH OF BOtT. FLOOR JOIST WITH 3-0.131 _ x 31/2" NAILS HANGER PER TRUSSPRE SIMPSON CS6 EA, 5TUD� I TO BASE OF 2X4 8-2 SCALE: 7TS ". RIBBON BELOW HETA200 HE?A2 ~' REFER TO TYPICAL 2-5TORY WALL K Floor Truss To SECTION FOR INFORMATION NOT CMU WALL SHOWN 1/4"X 3 1/2" Cantilevered Floor Truss Over Wall p NOTE: 2X4 RAT RUN BRACING a 4 O.G. ON TOP C BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 3-0.131 x 3 1/2' R.S. a EA, TRS JOINT MASONRY W SCALE:NTS 2X4 CROSS BRACING a 45" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES 2X4 BLOCKING a _ 24" O/C W/ 3-0.131 x 3 1/2" R.5. TOENAILS 3 EA. 1/2'" HIGH STRENGTH OR 5/8" GYP. -ZETA 12 a 24"O.0 2x FRAME WALL —� .. ,. 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PH4 SLAB e •< < a ROOF TRUSS 2X a 16" O.C. 2x BOTT. PLATE CONT: —�� SLIDING DOOR. .'. ' ROOF TRUSS. PRECAST CONCRETE LINTEL. SEE FLOOR PLAN TO UPSET THE HEADER SUCH THAT ONE GREATER THAN 4 4 4< CONNECTORS E-ENGINEERPD 4. 4 NOTE: O.C. ON TOP I 44 A L FOR MORE INFO. OF BOtT. SHOWN. FOR WALLS 16d a 6" O.C. O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN HANGER PER TRUSSPRE 2x4,12 GRADE I -L 8-2 SCALE: 7TS $-2 SCALE:NTS TRUSS SPANS LARGER THAN 2x8, K Floor Truss To WITHOUT WRITTEN PERMISSION FROM THE SEE FLR PLN FOR HDR SIZE NOTE: ATTACHED W/ 1/4"X 3 1/2" E.O.R. WHEN THE TOP PLATE 15 NOTE: 2-16d a EA. USE SIMP50N SPl'5 5'-0" (U SIMPSON CSI6 OR (1) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD ELIMINATED THE 5PH4 CONNECTORS M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING m 16" O.C. RIPPED DOWN MASONRY SCREW BE USED. ALL 4x CENTER ON HEADER U.N.O. (Il SUFFICIENT TO FLUSH THE HEADER TO 'TYPICAL AT FOOTING SEE ON EACH 51DE OF POCKET FOOTING SEE STUDS) (UN.0) THE SPH CONNECTORS ABOVE THE HEADER Q FOR THE PROPER PER MANUFACTURER'S a 5" O.C. INSTALL4TION OF THE CRIPPLE SHALL APPLY, AND ANY TRU55 ALL LOAD MATERIAL MAY STUD t0 BOTTOM SLIDING FOUNDATION FRAMING ONLY, NUMBER OF DIAD. MEMBERS 5'-0" USE (2) SIMPSON C516 -- IN LIEU OF 5PH4, FOR WIDER WALLS USE RELATIVE TO NUMBER OF REQUIRED FOUNDATION BEARING 5YP. 6IMP50N A34 PLATE 4 51MP60N DOOR BE 02 GRADE. JOB _ PRECAST 0.131 x 3 1/2" MIN. SPECIFICATION FOR KINGS 8 CRIPPLES WHEN NECE55ARY TO MAINTAIN PROPER COMPONENTS, "1 W/4 -8d X 1 1/2" 5P2'5 ON EACH WALL ABOVE ARCH NECESSARY ONLY PER (THE FOLLOWING 5HALL APPLY U.N.O.) CLEARANCES FOR THE WINDOW/DOOR CONCRETE a 4" O.C. WINDOW/SHEATHING ATTACHMENT a GRADE SHALL 4-8d X I I/2°EPDXY SIDE OF STUD TO SEE FOUND. (ON SECOND FLOOR) FOR ROUGH SIZES & MORE LINTEL. SEE AT INTERIOR LOAD BEARING ARCH, USE DIRECT ATTACHMENT TO OPENINGS OY��__5_'-0-�0" ONLY (1) 51MP50N HTT4 W/ (1)a/& READ ROD SET IN BE USED FOR CMU/WOOD FRAMING, WITH OR WITHOUT 1X TOP PLATES. U.N.O." INFO. SIMPSON SET EPDXY d (18) 16d NAILS FLOOR PLAN POCKET INFO. EMBED A.B. 5" (MIN.) INTO MASONRY K.O. BLOCK BET OR 51MP50N M5TCM60 IF 2x4. FOR 2x OTHERWISE NOTED 5EE FOUND. FILLED CELL OCCURS BELOW FOR MORE INFO PAVERS OR 4" CONC. DEPTHS PAVERS OR 4" CONC. SCALE:NTS SLAB e •< < SLAB a .. a 4 4' .. WITHIN AN OPENING IT 15 ACCEPTABLE THE REVERSE IS NOT APPLICABLE. POR FRAME TO SLAB APPLICATION ONLY. SLIDING DOOR. • AT OPENINGS UP TO 3'-6" (1) FRAMING, IF 2X THEN TO UPSET THE HEADER SUCH THAT ONE GREATER THAN 4 4 4< CRIPPLE 4 1) KING 15 REQUIRED ON E-ENGINEERPD 4. 4 NOTE: O.C. ON TOP I 44 A L // OF BOtT. CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN HANGER PER TRUSSPRE 2x4,12 GRADE I -L 8-2 SCALE: 7TS $-2 SCALE:NTS TRUSS SPANS HEADER, K Floor Truss To WITHOUT WRITTEN PERMISSION FROM THE SEE FLR PLN FOR HDR SIZE NOTE: ATTACHED W/ OR BETTER MAY E.O.R. WHEN THE TOP PLATE 15 SIMPSON SPH4 w/ 6-10d FOR ROUGH OPENINGS UNDER 8 WHERE THE HEADER 15 NOT FULL 2-16d a EA. IN WIDTH, (2) CRIPPLES 8 (2) KINGS 5'-0" (U SIMPSON CSI6 OR (1) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD ELIMINATED THE 5PH4 CONNECTORS M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING m 16" O.C. RIPPED DOWN ARE REQUIRED ON EACH SIDE OF BE USED. ALL 4x CENTER ON HEADER U.N.O. (Il SUFFICIENT TO FLUSH THE HEADER TO POINTS. FOOTING SEE NAILS EA. SIDE INTO CRIPPLE WIDTH E ALLOW THE INSTALLATION OF FOOTING SEE STUDS) (UN.0) THE SPH CONNECTORS ABOVE THE HEADER Q FOR THE PROPER PER MANUFACTURER'S BEARING WALL INSTALL4TION OF THE CRIPPLE SHALL APPLY, AND ANY TRU55 U111UPLIFT MATERIAL MAY CRIPPLES VOR KINGS MADE ON 717— FOUNDATION FRAMING ONLY, NUMBER OF DIAD. MEMBERS 5'-0" USE (2) SIMPSON C516 -- IN LIEU OF 5PH4, FOR WIDER WALLS USE RELATIVE TO NUMBER OF REQUIRED FOUNDATION OR (2) MSTA24 (U.N.0) - SIMP50N CS16 IN AN SPH 6IMP50N A34 DATE CONFIGURATION. ION�A NAILS HEADER INC O(3) BE 02 GRADE. JOB _ 2x KING STUD 0.1331 x TO UN.O." PLAN FOR MIN. SPECIFICATION FOR KINGS 8 CRIPPLES WHEN NECE55ARY TO MAINTAIN PROPER 4"GONG. SLAB. W/4 -8d X 1 1/2" PLAN FOR WALL ABOVE ARCH NECESSARY ONLY PER (THE FOLLOWING 5HALL APPLY U.N.O.) CLEARANCES FOR THE WINDOW/DOOR INTO BLOCKING U.N.O." WINDOW/SHEATHING ATTACHMENT a SIZES 4 MORE 4-8d X I I/2°EPDXY E (l&) 16d NAILS SEE FOUND. (ON SECOND FLOOR) FOR ROUGH SIZES & MORE INTO TDP PLATE AT INTERIOR LOAD BEARING ARCH, USE DIRECT ATTACHMENT TO OPENINGS OY��__5_'-0-�0" ONLY (1) 51MP50N HTT4 W/ (1)a/& READ ROD SET IN 4"CONC. 5LA5. CMU/WOOD FRAMING, WITH OR WITHOUT 1X WALLS WITH UPLIFT, STRAPPING MAY INFO. SIMPSON SET EPDXY d (18) 16d NAILS PLAN ELIMINATED, UNLESS INFO. EMBED A.B. 5" (MIN.) INTO MASONRY K.O. BLOCK BET OR 51MP50N M5TCM60 IF MIN. 1-1/4" EMBEDMENT. OTHERWISE NOTED 5EE FOUND. FILLED CELL OCCURS BELOW PAVERS OR 4" CONC. PAVERS OR 4" CONC. U_� PLAN I SCALE:NTS Typ. Header Detail $-2 � SCALE:NTS SIMP50N A35 ANGLE W/ 12-&dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS 1611 O.C. SIMPSON SPH4 EA. STUD PRE-ENGINEERED — FLOOR JOIST REFER TO TYPICAL 2 -STORY WALL SECTION FOR INFORMATION NOT SHOWN 7/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ — 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5. OPENINGS. 2X MEMBERS ATTACHED- W/SIMP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH j SLAB e •< < SLAB a .. a 4 4' .. WITHIN AN OPENING IT 15 ACCEPTABLE THE REVERSE IS NOT APPLICABLE. POR FRAME TO SLAB APPLICATION ONLY. 4 .4 • AT OPENINGS UP TO 3'-6" (1) FRAMING, IF 2X THEN TO UPSET THE HEADER SUCH THAT ONE 4 O d 4 4 4< CRIPPLE 4 1) KING 15 REQUIRED ON E-ENGINEERPD 4. 4 NOTE: O.C. ON TOP FLOOR TRUSS 44 A L // OF BOtT. CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN HANGER PER TRUSSPRE H I SPECIFICATIONS 8-2 SCALE: 7TS $-2 SCALE:NTS TRUSS SPANS HEADER, K Floor Truss To WITHOUT WRITTEN PERMISSION FROM THE SEE FLR PLN FOR HDR SIZE NOTE: ATTACHED W/ AT 2x WALLS THAT ARE WIDER THAN 2x4 E.O.R. WHEN THE TOP PLATE 15 SIMPSON SPH4 w/ 6-10d FOR ROUGH OPENINGS UNDER 8 WHERE THE HEADER 15 NOT FULL 2-16d a EA. IN WIDTH, (2) CRIPPLES 8 (2) KINGS 5'-0" (U SIMPSON CSI6 OR (1) NAILS EACH 16" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD ELIMINATED THE 5PH4 CONNECTORS M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) BLOCKING m 16" O.C. RIPPED DOWN ARE REQUIRED ON EACH SIDE OF �--aIMPSON HT616 6 CENTER ON HEADER U.N.O. (Il SUFFICIENT TO FLUSH THE HEADER TO POINTS. EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH E ALLOW THE INSTALLATION OF TYR LOAI) STUDS) (UN.0) THE SPH CONNECTORS ABOVE THE HEADER Q FOR THE PROPER PER MANUFACTURER'S BEARING WALL INSTALL4TION OF THE CRIPPLE SHALL APPLY, AND ANY TRU55 U111UPLIFT STRAPPING. AT 2x6 WALLS USE 5PH6 IN CRIPPLES VOR KINGS MADE ON FOR ROUGH OPENINGS OVER ----- — LIEU OF 5PH4, AT 2x& WALLS USE SPH& FRAMING ONLY, NUMBER OF DIAD. MEMBERS 5'-0" USE (2) SIMPSON C516 -- IN LIEU OF 5PH4, FOR WIDER WALLS USE RELATIVE TO NUMBER OF REQUIRED OR (2) MSTA24 (U.N.0) - SIMP50N CS16 IN AN SPH 6IMP50N A34 DATE CONFIGURATION. ION�A NAILS HEADER INC O(3) (ON SECOND FL O FOR R U H OPENINGS UNDER 5 ONLY (l) SIMPSON JOB _ 2x KING STUD 0.1331 x TO UN.O." SPECS GIVEN IN THIS DETAIL. 2X t0 2X MIN. SPECIFICATION FOR KINGS 8 CRIPPLES WHEN NECE55ARY TO MAINTAIN PROPER ATTACHMENT TO BE 51MPSON A35. KNEE W/4 -8d X 1 1/2" (ON CONC. SLAB) 51MP50N HTT4 WALL ABOVE ARCH NECESSARY ONLY PER (THE FOLLOWING 5HALL APPLY U.N.O.) CLEARANCES FOR THE WINDOW/DOOR Typ. Header Detail $-2 � SCALE:NTS SIMP50N A35 ANGLE W/ 12-&dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS 1611 O.C. SIMPSON SPH4 EA. STUD PRE-ENGINEERED — FLOOR JOIST REFER TO TYPICAL 2 -STORY WALL SECTION FOR INFORMATION NOT SHOWN 7/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ — 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5. OPENINGS. 2X MEMBERS ATTACHED- W/SIMP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH j TITEN HD BOLTS CEILING BOARD PER ARCH. WITHIN AN OPENING IT 15 ACCEPTABLE THE REVERSE IS NOT APPLICABLE. POR FRAME TO SLAB APPLICATION ONLY. 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) FRAMING, IF 2X THEN TO UPSET THE HEADER SUCH THAT ONE • FOUNDATION PAGE BRACING a 46" CRIPPLE 4 1) KING 15 REQUIRED ON HT516 W/ 16-10d FASTEN WALL OR BOTH OF THE TOP PLATES 15 NOTE: O.C. ON TOP H TOENAILS I/2" R.S. SHEATHING m 3° ELIMINATED TO MAINTAIN THE FULL // OF BOtT. • AT OPENINGS 3'-6" TO 5'-2" IN CONNECTORS IN LIEU OF O.C. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN HANGER PER TRUSSPRE CHORD FOR 4 WIDTH, (2) CRIPPLES 8 (1) KING IS REQUIRED ON EACH SIDE OF THE SPECIFICATIONS SET. It IS NOT ACCEPTABLE t0 OPENING SUBSTITUTE A LE55ER DEPTH HEADER J TRUSS SPANS HEADER, K Floor Truss To WITHOUT WRITTEN PERMISSION FROM THE 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O.R. WHEN THE TOP PLATE 15 FROM END OF BUCK. (TYP. ALL 2X WINDOW 2-16d a EA. IN WIDTH, (2) CRIPPLES 8 (2) KINGS EACH SIDE OF STUD t0 ELIMINATED THE 5PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH SIDE OF SHOWN AT THAT LOCATIONS ARE NOT POINTS. 5P215 ON EACH 5IDE OF THE HEADER. NECESSARY. ALL OTHER STRAPPING STUD TO TOP PLATES. PER MANUFACTURER'S • ANY DIFFERING NOTATIONS FOR OPENING VARIATIONS. MIN. 2X BUCK FOR SHALL APPLY, AND ANY TRU55 2x8 Pt VERTICAL (ABV ) a WALL TO BE ATTACHED CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING FRAMING ONLY, NUMBER OF DIAD. MEMBERS THE PLAN SET SHALL CONTROL.HEADER RELATIVE TO NUMBER OF REQUIRED CMU/WOOD FRAMING, WITH OR WITHOUT IX 6IMP50N A34 DATE BUCK, WITH 2X BUCK EACH 5IDE TO EDGES OF OPENING. ALL TAPCON5 t0 HAVE (ON SECOND FL O FOR R U H OPENINGS UNDER 5 ONLY (l) SIMPSON JOB _ CONNECTOR SPECS GIVEN IN THIS DETAIL. 2X t0 2X 5. SPAN LOOK Y . TO ATTACHMENT TO BE 51MPSON A35. KNEE W/4 -8d X 1 1/2" (ON CONC. SLAB) 51MP50N HTT4 WALL ABOVE ARCH NECESSARY ONLY PER BLOCKING/RUNNERS BELOW BLO INTO BLOCKING W/ (1) 5/6"x8" ATR IN SIMPSON SEI WINDOW/SHEATHING ATTACHMENT a 4-8d X I I/2°EPDXY E (l&) 16d NAILS (ON SECOND FLOOR) FOR ROUGH PROHIBITS 2X TPICKNE55 a CENTER OF INTO TDP PLATE AT INTERIOR LOAD BEARING ARCH, USE DIRECT ATTACHMENT TO OPENINGS OY��__5_'-0-�0" ONLY (1) 51MP50N HTT4 W/ (1)a/& READ ROD SET IN CMU/WOOD FRAMING, WITH OR WITHOUT 1X WALLS WITH UPLIFT, STRAPPING MAY SIMPSON SET EPDXY d (18) 16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. BLOCK BET OR 51MP50N M5TCM60 IF MIN. 1-1/4" EMBEDMENT. OTHERWISE NOTED FILLED CELL OCCURS BELOW Typ. Header Detail $-2 � SCALE:NTS SIMP50N A35 ANGLE W/ 12-&dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ STUDS 1611 O.C. SIMPSON SPH4 EA. STUD PRE-ENGINEERED — FLOOR JOIST REFER TO TYPICAL 2 -STORY WALL SECTION FOR INFORMATION NOT SHOWN 7/16 APA RATED WOOD SHEATHING PRE-ENGINEERED ROOF TRUSSES 2X BUCKS ATTACHED W/ — 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5. OPENINGS. 2X MEMBERS ATTACHED- W/SIMP5ON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X THEN ATTACH WINDOW THROUGH j TITEN HD BOLTS CEILING BOARD PER ARCH. BUCK t0 CMU/ WOOD THE REVERSE IS NOT APPLICABLE. POR FRAME TO SLAB APPLICATION ONLY. F PLANS FRAMING, IF 2X THEN Q • FOUNDATION PAGE TAKES PRECEDENCE. ATTACH TO 2X BUCK. HT516 W/ 16-10d 2X4 BLOCKING w/ NOTE: L I EA. TRUSS TO TOENAILS I/2" R.S. "AT 2x6 WALLS USE SPH& // BOTTOM PLATE CONNECTORS IN LIEU OF 2X TO 2X HANGER PER TRUSSPRE -ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. At 2x8 WALLS USE SPHS SPECIFICATIONS MANUFACTURER J CONNECTORS IN LIEU OF IF 2X ATTACH TO CMU, w/ 1/4"x 3" TAPCON5 K Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" D.C. W/MAX. &" $ 22x8, USE SIMPSON SP115 ON FROM END OF BUCK. (TYP. ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD t0 BUCK ATTACHMENT.) BUCKS TO BE ATTACHED TO CMU PER BOTTOM PLATE 4 SIMPSON SPECS GIVEN IN TH15 DETAIL. 2X TO 2X POINTS. 5P215 ON EACH 5IDE OF ATTACHMENT TO BE 51MP5ON A35. KNEE STUD TO TOP PLATES. PER MANUFACTURER'S SPECIFICATIONS OPENING VARIATIONS. MIN. 2X BUCK FOR U.N.O." 2x8 Pt VERTICAL (ABV ) a WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT a 24" O.C. TYP, Ix4 PT VERTICAL (BELOW) a WALL TO BE ATTACHED WITHGeneral Irregular Window Attachment 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. M 7SPECS. S-2 SELOW 51MP50N C516 a CORNER a 16 O.C. HORIZONTALLY v-Non-Brn .Mitered Glass Framing � 9 g Detail $-2 j SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS a EA. G NAIL PECS 5H .C. ''ill ROL I fREFLACEI'�ENT CHAIRT: TITEN HD BOLTS • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. POR FRAME TO SLAB APPLICATION ONLY. F SHOULD BE MIN. 25POO PSI. SUBSTITUTION OF "J" BOLTS WITH Q • FOUNDATION PAGE TAKES PRECEDENCE. 5/8" x 5" EMBED L_ L L L I � ......0.... / e • ••• (✓o // SIMPSON A35 a ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS Q tul4 J WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD .9) j , 8 -1 FRAMING ONLY. NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER CONNECTION SPECS GIVEN IN TH15 DETAIL. 2X TO 2X POINTS. ATTACHMENT TO BE 51MP5ON A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER PER MANUFACTURER'S SPECIFICATIONS OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW ATTACHMENT POINTS TO 2X. WINDOW/SHEATHING ATTACHMENT MEMBERS OR DIRECTLY TO CMU/WOOD TOP/SIDES OF ARCH OPENING. IF ARCH TOP FRAMING ONLY, NUMBER OF DIAD. MEMBERS PROHIBITS 2X THICKNE55 a CENTER OF ARCH, USE DIRECT ATTACHMENT TO RELATIVE TO NUMBER OF REQUIRED CMU/WOOD FRAMING, WITH OR WITHOUT IX ATTACHMENT POINTS PER MANUFACTURER. 2X DATE BUCK, WITH 2X BUCK EACH 5IDE TO EDGES OF OPENING. ALL TAPCON5 t0 HAVE BUCKS TO BE ATTACHED t0 CMU PER JOB _ MIN. 1-1/4" EMBEDMENT. SPECS GIVEN IN THIS DETAIL. 2X t0 2X WITH 1/2" ANCHOR BOLT a 24" O.C. TYP, Ix4 PT VERTICAL (BELOW) a WALL TO BE ATTACHED WITHGeneral Irregular Window Attachment 1/4" x 2-1/4" TAPCON 12" O.C. OR PER MANUFACT. M 7SPECS. S-2 SELOW 51MP50N C516 a CORNER a 16 O.C. HORIZONTALLY v-Non-Brn .Mitered Glass Framing � 9 g Detail $-2 j SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS a EA. G NAIL PECS 5H .C. ''ill ROL I fREFLACEI'�ENT CHAIRT: TITEN HD BOLTS • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. POR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 25POO PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. 5/8" x 5" EMBED • ALL OTHi R� BOLT OPTIONS MUST BE REVIEWED 4 APPROVED 5T' E.O.R. IN UJRITING. 5/8" x 5" 5/8" x 5" EMBED � ......0.... / e • ••• (✓o // N z � �c, O W��s < �s�2W Q/ In lx � � Q t C � O z z� 5 a<! o zo x J Q tul4 J J .9) j , 8 -1 Z SIMPSON A35 ALL 2X t0 2X CONNECTION POINTS. ".J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMP50N SET EPDXY 1/'2" x 6" I/2" x 5" 1/2" x 5" EMBED I/'2" x 8" I/2" x 8" 1/2" x 5" EMBED 5/5" x 6" 5/5" x &" 5/8" x 5" EMBED x S" 5/8" x 5" 5/8" x 5" EMBED 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MAS OPENINGS. 2X MEMBERS ATTACHE W/51MPSON A35 WHERE NEEDED t0 MEET MANUFACTURER'5 ATTACHMENT POINT REQUIREMENTS. SIMPSON A35 NAILED TO 2X OR 5M6 t0 MULLION BY MANUFACTURER. IF IX THEN -- ATTACH WINDOW THROUGH BUCK TD CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH t0 CMU, w/ I/4"x 3" TAPCONS a 12" O,C. W/MAX, 6" FROM ENp OF BUCK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) SCALE:NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. --FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1&" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULL -ION PROVIDED WITH WINDOW OR 2X MEMBER w/51MPSON A35 a EACH END, r.-Arreaularity Width Less Than Window Width Atta( EDGES (SEAMS SHEATH BLOCKI FOR WAI PANEL SHEATH FOR RO TONGUE GROOVi FLOOR ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. lent SCALE:NTS T`'FICAL NAILING 5CHEDULE HIGH WIND NAI 5N ATHING BOUNDARY EDGEFELD RING 54ANK 1/16" 4" 6" 6" WALL 0.131 x " COMMON 1/16" 3" 4" 6" 1 00 COMMON 3/4" TG. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5NANK (0.250" MIN.) JNDARY LING FOR -L, DASHED ICATE5 ''PLATE OF BLE END 155 TOP )RD JNDARY JNDARY LING FOR ERHANG "RIGGER a O.C. FASCIA OR L PLATE 1NDARY RIMETER OF. PHRAGM) NOTE: ON 16-24" PANELS DOUBLE PI_YCLIP THE 5IDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP. a 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWN5E OR EDGEWISE ON BOTH PANEL EDGES, THE ATTACHMENT OF GYPSUM PRODUCT5 FOR WALL OR CEILING APPLICATIONS 5HALL FOLLOW TABLE 8702.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND 5ECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERW15E WITHIN THE PLANS 5ET. o T ical NailingSchedules Floor, Roof, Wall 8-2 SCALE:NTS I: 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 F X PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANCvE5 TO THESE F F_ THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARML.E55 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 � ......0.... / e • ••• (✓o // N z � �c, O W��s < �s�2W Q/ In lx � � Q t C � O z z� 5 a<! o zo x J Q tul4 J J .9) j , 8 -1 Z SIMPSON A35 ALL 2X t0 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X. MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY, NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED LQ ATTACHMENT POINTS PER MANUFACTURER. 2X DATE SCALE N07"ED BUCKS TO BE ATTACHED t0 CMU PER JOB _ SPECS GIVEN IN THIS DETAIL. 2X t0 2X ATTACHMENT TO BE 51MPSON A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X TPICKNE55 a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK a EACH SIDE t0 EDGES OF OPENING. ALL TAPCONS TO HAVE MIN. 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. --FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1&" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULL -ION PROVIDED WITH WINDOW OR 2X MEMBER w/51MPSON A35 a EACH END, r.-Arreaularity Width Less Than Window Width Atta( EDGES (SEAMS SHEATH BLOCKI FOR WAI PANEL SHEATH FOR RO TONGUE GROOVi FLOOR ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. lent SCALE:NTS T`'FICAL NAILING 5CHEDULE HIGH WIND NAI 5N ATHING BOUNDARY EDGEFELD RING 54ANK 1/16" 4" 6" 6" WALL 0.131 x " COMMON 1/16" 3" 4" 6" 1 00 COMMON 3/4" TG. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 5NANK (0.250" MIN.) JNDARY LING FOR -L, DASHED ICATE5 ''PLATE OF BLE END 155 TOP )RD JNDARY JNDARY LING FOR ERHANG "RIGGER a O.C. FASCIA OR L PLATE 1NDARY RIMETER OF. PHRAGM) NOTE: ON 16-24" PANELS DOUBLE PI_YCLIP THE 5IDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 6 RIDGE OR HIP. a 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWN5E OR EDGEWISE ON BOTH PANEL EDGES, THE ATTACHMENT OF GYPSUM PRODUCT5 FOR WALL OR CEILING APPLICATIONS 5HALL FOLLOW TABLE 8702.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND 5ECTION 2508.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'S 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERW15E WITHIN THE PLANS 5ET. o T ical NailingSchedules Floor, Roof, Wall 8-2 SCALE:NTS I: 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 GHANCvE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARML.E55 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 � ......0.... / e • ••• (✓o 00 • U:1A N z � �c, O W��s < �s�2W Q/ In lx � � Q t C � O z z� 5 a<! o zo x Qz� Q tul4 Q� Q- �sg f_ L � � .9) j , 8 -1 Z LQ DATE SCALE N07"ED DRAWN MK/P©K JOB _ 'sheet content:. Structural Details 5heet number: 52 I III`II 1\AI I \G/ Y/.1/I /\ / It iIi ♦Ii i�wi I i�� il�Wvv PER JOINT BRACING A Truss Bracing Overlap Detail $ 3 SCALE:NTS DBL TOP PLATE WALL SHEATHING NAILED PER 0'/5-2 SEE FLOOR PLAN FOR LENGTH 4 WIDTH FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.S. NAILS 12" D.C. ALL-AROUND 2x4 WD CONST. u-1 TO ALIGNING FLA5HING ALL-AROUND 16" O.C. tu STUDS BELOW SADDLE ROOF ELEMENT 2SOLE PLATE CUT OUT511DE EDGE RE PLUMB TO ALLOW DBL 2X4 5OL11D CONNECTIONC5 16 TOP w/ SHEATHING FASTEN PLATE CONT. C) CHIMNEY / BLOCKING w 1/4" x e 8'-0" (MAX.) L- CORNER O.G. ALL-AROUND W/ 51MP5ON > TRUSSES 9 24: O.C. (1) 5IMP5ON L5TA12 1/2" CEILING GYP BD W/ 56 HT520 6 32" LU FRAMING w 4-0.131 x 3 1/2" (TYP) OR COOLER NAILS 7'' O.C. OR O C OR C516 2x4 WD CONST. u-1 TO ALIGNING FLA5HING ALL-AROUND 16" O.C. tu STUDS BELOW SADDLE ROOF ELEMENT 2SOLE PLATE CUT OUT511DE EDGE RE PLUMB TO ALLOW Q 5OL11D CONNECTIONC5 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF SHEATHING CHIMNEY / BLOCKING w 1/4" x EA. 5" WOOD SCREWS 0 4" CORNER O.G. ALL-AROUND TOP CHORD ENG. TRUSS [ TRUSSES 9 24: O.C. (1) 5IMP5ON L5TA12 1/2" CEILING GYP BD W/ 56 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" (TYP) OR COOLER NAILS 7'' O.C. OR NAILS EACH END Fireplace Chase Detail s 48" O.C. ATTACHED $-3 SCALE:NTS 0.131 x 31/2" NAILS (4 BAY OR 8 ft FROM APA RATED SHEATHING. SEE NAILING BRACING PER TRU55 / S.CCoEDULE TABLE FOR ATTACHMENT. ENGINEERING 1'-0" MAX APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR -PRE-ENGINEERED RE TRU55E5 a 24" Q O.C. OR LSTAIRAGE PREFAB ROOF PARTIALLY DES�C AS O L6TA12 STRAP TRU55E5 0 -SEE DETAIL A STRAP 48" O.C.... ON THIS SHEEP 24" O.C. (TYP) APPROXIMATELY 20' INTERVALS. 4 OAA OR 0'-0" M/N, PRE -ENG WOOD TRUSS (TT'P) APA RATED SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON L5TA12 #2 5YP EENCLOSE5 WHICH NLY 2x4 @ 16" o.c. (1) 6IMP50N OR LSTAIRAGE PREFAB ROOF PARTIALLY DES�C AS 2x4 a 16" o.c. L6TA12 STRAP TRU55E5 0 c ENTRYWAYS d PORCHES STRAP 48" O.C.... 48" O.G. 24" O.C. 0.131 x 3 1/2" R.5. D.C. OR EQUAL, APPROXIMATELY 20' INTERVALS. TRUSS [ 2x4 BLOCKING (1) 5IMP5ON L5TA12 1/2" CEILING GYP BD W/ 56 FOR WALLS LARGER THAN BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7'' O.C. OR (1) 51MP50N LTA1 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C. ATTACHED GABLE 1/2" TOENAILS 0.131 x 31/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, 6 (0" O.G. MASONRY WALL) OF GABLE 8" MA50NRY WALL UNO. CONTINUOUS CLB Diagonal Brace 20' Max Intervals Detail 1/2" GYP BID 31 NOTE: CROSS BRACING 8 8 MASONRY WALL W10) 05 REBAR a Gable Diaphragm Side Wall ALL BLOCKING TO BE CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.G. TYP. COURSE 0 (1) 51MP50N L5TA12 $-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. Ex anded Blocking Information Dia ram g 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE r $-3 1 SCALE: NTS APA RATED 5WEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. lUN.O.) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT la RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 'S ATTACHED 0.131 x 3" COMMON a 16" O.C. 4-0.131 x COMMON 3 "� OUTRIGGER #2 5YP EENCLOSE5 WHICH NLY 2x4 @ 16" o.c. (1) 6IMP50N OR LSTAIRAGE PREFAB ROOF PARTIALLY DES�C AS 2x4 a 16" o.c. L6TA12 STRAP TRU55E5 0 c ENTRYWAYS d PORCHES 2x6 9 16" o.c. 48" O.G. 24" O.C. 0.131 x 3 1/2" R.5. D.C. OR EQUAL, APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 5P2 2-0.131 x 31/2" NOT5= FOR WALLS LARGER THAN HETA 20 48" D.C. 4'-0" 4'-m" END, UNO. BAY OR 8 ft FROM MASONRY WALL) REVISIONS ATTACHED TO BOTTOM CHORD OF 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 5d I. ALL RAPPERS SHALL BE #2 SOUTHERN YELLOW PINE G 24" O.C. MAX. SECTION SIZE SHALL WEBS GABLE w/ (2) 0.131 x 31/2" TOENAIL5 COOLER NAILS `f" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: NAILING SCHEDULE EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 BLOCKING 8" MA50NRY WALL OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 CLB Diagonal Brace 20' Max Intervals Detail W/(1) #5 REBAR CONT. IN KNOCKOUT COURSE 31 81-0" t0 12'-0u ---- 2X8 ' 1. ALL CEILING FRAME TO BE AS PER TABLE W `A� � xwc�. w 2-1 Gable Diaphragm Side Wall 5TRAPPING REQUIRED o � LPN UO ---5 $ 3 SCALE:NTS 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) 0 (1) 51MP50N L5TA12 $-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. /-1/2'' CEILING GYP BD W/ 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ APA RATED SHEATHING. SEE SIMPSON M5TA24 TEN51ON 5TRAP5 0 EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE 5d COOLER NAILS i O.C. OR EQUAL, DIAPHRAGM SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING ', EACH SIDE OF TRU55 d THREADING BRAGS U.N.O. W/(4) 0.131 x 3 1/2" NAILS @ SCHEDULE TABLEJPIA THE U-54APED STRAP FROM BOTTOM OF TRU65 TOP CHORD TO TOP OF CLEAT. AREA l4 BAY OR 8 ft M . WHEN INSTALLING SIMPSON PRODUCTS REFER FOR ATTACHMENTSATTACHMENT. INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 8 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) IOd S 3 SCALE: NTS TO 51MP5ONI5 INSTRUCTIONS 8 SPECIFICATIONS. NAILS FOR 2x12 RAFTERS, 06) 10d NAILS FOR 2x10 RAFTER5, 04) 106 NAILS FOR 2x6 7 RAFTERS WITH SPANS OF 41-0" OR GREATER. 2x6 RAFTERS W/ 5PAN5 LE55 THAN 4'-011 RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 106 NAILS, APA RATED SHEATHING. , TRU55E5 24 O.G. SEE NAILING SCHEDULE 5. SECURE RAFTERS TO RIDGE BEAM U51NG 51MP5ON L55U210 SLOPING HANGER W/ (10) 10d DRAWN MK/PDK JOB - TABLE FOR ATTACHMENT. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 8 (1) 10cl x 1 1/2" NAILS INTO 2x12 RAFTERS. USE ($)106 4 (6) 10d U.N.O. COOLER NAILS 7" O.C. EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 106 8 (5) 106 x 11/2" FOR 2x8 A DIAPHRAGM AREA l4 BAY OR 8 RAFTERS, USE L5U26 W/ (6) 106 4 (5) 106 x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0" ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (l) 51MP5ON L5TA12 STRAP 48" O.G. BEAM W/ (8) lOd NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR (1) 51MP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH EN=D INTO TOP CORD. 48" O.C. ATTACHED TOEXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO.Valle Set Attachment Detail GABLE DETAIL (TYP) FLAT OR CATHEDRAL J $.3 SCALE:NTS 8" MASONRY WALL W/(U #5 1/2" GYP BD REBAR DONT. IN VA NOTE: CRO55 BRACING a OUTRIGGER #2 5YP 2x4 @ 16" o.c. (1) 6IMP50N TO EA. STUD ALL AROUND PERIMETER. 2x4 BLOCKING 1/2" CEILING GYP BD W/ 2x4 a 16" o.c. L6TA12 STRAP 2x4 ,s 16" o.c. ATTACHED W/ (2) 5d COOLER NAILS 7" 2x6 9 16" o.c. 48" O.G. CONNECTORS IN LIEU OF 51MP50N 5PH4 0.131 x 3 1/2" R.5. D.C. OR EQUAL, APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 5P2 2-0.131 x 31/2" TOENAILS EACH DIAPHRAGM AREA (4 FOR WALLS LARGER THAN HETA 20 48" D.C. .� END, UNO. BAY OR 8 ft FROM MASONRY WALL) REVISIONS ATTACHED TO BOTTOM CHORD OF EACH SIDE OF STUD TO • THROUGH OTHER 5TRAPPING/CONNECTORS. 1/2 GYP BD FLAT OR CATHEDRAL WEBS GABLE NAILING SCHEDULE ". NOTE: CRO55 BRACING 8 BLOCKING 8" MA50NRY WALL U.N.O. ALL BLOCKING TO BE CLB Diagonal Brace 20' Max Intervals Detail W/(1) #5 REBAR CONT. IN KNOCKOUT COURSE 31 REPEATED 48" O.C. TYP. 1. ALL CEILING FRAME TO BE AS PER TABLE able Section - For Gable Less Than U4-0" High SCALE:NTS KNOCKOUT COURSE INSTALL SIMPSON LU524 ALL BLOCKING TO BE REPEATED 48" O.C. TYP. KNEEWALL MIN. EA. SIDE OF THE 5TUD5 MIN. CEILING JOISTS. JOISTS 16" O.C. TO BE PER NOTE #1 � TYP. Masonry Gable End $-$ SCALE:NTS SEE NAILING [APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACH THE FRAME SO ATTACHMENTS 4- CEILING WITH 4-0.'.131 x 3 1/2" NAILS S.Y.P. 1 6 16 O.C. 5EE FLOOR PLAN FOR PRE-ENGINEERED SIZING OF 5TUD5 TRUSSES @ 24" O.G. FLAT OR CATHEDRAL 2x BLOCKING -a ALL (1) 51MP5ON H10A OR HT516 SHEATHING 5EAM5, USE EDGE NAILING SCHEDULE. NOTE: CRO55 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. S 3 SCALE:NTS UNBRACEL WALL HE IGHT #2 5YP 8'-0" 2x4 @ 16" o.c. 2x4 DIAGONAL TO EA. STUD ALL AROUND PERIMETER. 9'-0" 2x4 a 16" o.c. 9'-4" 2x4 ,s 16" o.c. 101-0" 2x6 9 16" o.c. SHOULD BE REPEATED CONNECTORS IN LIEU OF 51MP50N 5PH4 ATTACHED W/(4) 0.131 x APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 5P2 2-0.131 x 31/2" U_Ix4 FOR WALLS LARGER THAN APA RATED 1'-0" 31/2'' NAILS 1@NOTES 2x8, USE 51MP50N 5P'5 ON TYPICAL H10A CONFIGURATION, DO NOT NAIL REVISIONS SHEATHING. SEE MAX EACH SIDE OF STUD TO • THROUGH OTHER 5TRAPPING/CONNECTORS. WEBS INTERSECTING NAILING SCHEDULE STUD TO TOP PLATES. BLOCKING U.N.O. TABLE FOR CLB Diagonal Brace 20' Max Intervals Detail $91SCALE:NTS 1. ALL CEILING FRAME TO BE AS PER TABLE W `A� � xwc�. w 2-1 ATTACHMENT. U.N.O. 5TRAPPING REQUIRED o � LPN UO ---5 $ 3 SCALE:NTS V V ^ Y Vv li+l_1 �<tu 0 (1) 51MP50N L5TA12 N /-1/2'' CEILING GYP BD W/ 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. EACH END OF "LII O 5d COOLER NAILS i O.C. OR EQUAL, DIAPHRAGM T Frame Down Cig. Entry3, BRAGS AREA l4 BAY OR 8 ft M . WHEN INSTALLING SIMPSON PRODUCTS REFER FROM MA50NR1' WALL) S 3 SCALE: NTS TO 51MP5ONI5 INSTRUCTIONS 8 SPECIFICATIONS. 2x4, 2x6, OR 2x8 # S.Y.P. 1 6 16 O.C. 5EE FLOOR PLAN FOR PRE-ENGINEERED SIZING OF 5TUD5 TRUSSES @ 24" O.G. FLAT OR CATHEDRAL 2x BLOCKING -a ALL (1) 51MP5ON H10A OR HT516 SHEATHING 5EAM5, USE EDGE NAILING SCHEDULE. NOTE: CRO55 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. S 3 SCALE:NTS UNBRACEL WALL HE IGHT #2 5YP 8'-0" 2x4 @ 16" o.c. 81-8" 2x4 - 16" o.c. 9'-0" 2x4 a 16" o.c. 9'-4" 2x4 ,s 16" o.c. 101-0" 2x6 9 16" o.c. APA RATED SHEATHING. SEE NAILING N 141 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table SCHEDULE TABLE FOR ATTACHMENT. S 3 SCALE: NTS U.N.O. NOTE: THREE OR OMPRESSION WEB MORE REPEATED ° WHEN TRUSS B STUD ARE 6o SLOPING OR IDENTICAL TRU55E5 ° SHALL HAVE 3� VERTICAL STRAP DTYPE CONNECTOR DIAGONAL BRACES. NAILED T5) MAY S (AS REQUIRED BY ONTINUOU5 PERMANENT LATERAL NAIOE , TO TRUSS e STUD HI5-91) BRACE (CLB) BELOW. NO 5PH4 15 WHEN STUD 15 NEEDED '@ TH15 STUD. ° NOT ALIGNED — SEE TABLE FOR NAILING SCHEDULE ,@ SPLICE 3-0.131 x 3" COMMON EA, SIDE OF JOINT -STUDS 16" o.c. 4-0.131 x 3" COMMON/ 2-0.131 x 311 ' SEE TABLE BELOW GOMMON FOR LAP5PLICE / 'r TO LATE F451ENE 5 R TOP PLAN FA5TENER SCHEDULE (EXTERIOR WALL) WITH A TRU55 NOTE: D ° ° AND/OR WHEN "AT 2x6 WALLS USE 5PH6D TRU55 STRAP IS 0 SPLICE ERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF ° ° ° NOT DIRECTLY 2.R W50.131 x 3" 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. ° °° ° ATTACHED TO DOUBLE STUD GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 AT 2x8 WALLS USE SPH8 STUD USE (1) 16 o.c. PT BOTT. SHOULD BE REPEATED CONNECTORS IN LIEU OF 51MP50N 5PH4 2 -0.131 x APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 5P2 2-0.131 x 31/2" U_Ix4 FOR WALLS LARGER THAN DOUBLE MIN, BRACING W/(3) 0.131 x 2x8, USE 51MP50N 5P'5 ON TYPICAL H10A CONFIGURATION, DO NOT NAIL REVISIONS 3 1/2" NAILS 6 INTERSECTING EACH SIDE OF STUD TO • THROUGH OTHER 5TRAPPING/CONNECTORS. WEBS BOTTOM PLATE 8 51MP5ON REFER TO CONNECTOR NOTES FOR FRAME TO 61=2'5 ON EACH SIDE OF °° TRU55 CONNECTIONS. STUD TO TOP PLATES. •LU .. . © .. U.N.O. CLB Diagonal Brace 20' Max Intervals Detail $91SCALE:NTS NOTE: SEE TRUSS LAYOUT FOR ANY ADDITIONAL Frame Wall Truss Connection Detail W `A� � xwc�. w 2-1 5TRAPPING REQUIRED o �0 �< offl 4� s 1c; [� LPN UO ---5 $ 3 SCALE:NTS V V ^ Y Vv li+l_1 �<tu — SEE TABLE FOR NAILING SCHEDULE ,@ SPLICE 3-0.131 x 3" COMMON EA, SIDE OF JOINT -STUDS 16" o.c. 4-0.131 x 3" COMMON/ 2-0.131 x 311 ' SEE TABLE BELOW GOMMON FOR LAP5PLICE / 'r TO LATE F451ENE 5 R TOP PLAN FA5TENER SCHEDULE (EXTERIOR WALL) LAP5PLICE ]:NAILING 0 SPLICE ALL OTHER NAILING 24" 2.R W50.131 x 3" 0.131 x 3" 6 8" 0/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAP5PLICE NAILING s SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3' 0 6" O/C 0.131 x 3" Q 8" 0/C j 4-0.131 x / 31/2" COM. DOUBLE TOP THESE PLANS ARE THE PROPERTY OF PLATE 0.131 x 3 DOUBLE STUD 1/211 COM. PLANS, RE6AR1-%E55 OF HOW MINOR, 16 o.c. PT BOTT. 1111111011111111111 PLATE 2 -0.131 x ENGINEERING, LLC SHALL AUTOMATICALLY 3 1/2" COM. 2-0.131 x 31/2" SUITS, OR LITIGATION BY ANY INTERESTED COM, DOUBLE STUD CONDITION / / 2-0.131 X 3 1/2" COM. 5-0.131 x 3 1/2" DOUBLE COM. TOP PLATE �\ 3-0.131x3 1/2 "CDM. 0.131 x 31/2'' COM. PT BOTT. PLATE 16" o.c. �2-0.131 x 3 1/2" COM. SINGLE STUD CONDITION 4 STUD CORNER IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - 1=5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLOSE. - P5PN516Z IN LOCATIONS WHERE A LAP 5PLICE 15 CLOSE, 12d COM. 6 12 " O.C. 4-16d COM. 2-Sd COM. b 2-2"x4" W/I/2" PLYWD. SPACER NOTE: 2X4'5 MAY BE TURNED FLATW15E 50 NO SPACER IS NEEDED. 16d CDM. 8" Oz. 10d COM, 6 12" o.c. 4-16d COM. INT. HEADER (NON-BEARING) General Wood Attachment Details NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 6 LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4: FOR 5 -PLY, PROVIDE 1/4" DIA. X I" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE:NTS Gliur=7M �I HT516 0.131 x 3 1/2" 51MP50N HTT4 W/ 5/8" DIA A5. 4 STUD CORNER STRAPPING INFORMATION (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS 5TAGGERED o 6" O.G. ALONG THE LENGTH OF THE COMPONENT (3) 2"'x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" R.5. NAILS @ 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. (4) 2"x LAMINATIONS ATTACH w/ 51MPSON 5D525600 WOOD SCREWS STAGGERED 'S 611 O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 6" O.C.. . Nailing Schedule for Built -Up Columns & BEAMS NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT 61-1EET5 FOR ADDITIONAL PERMANENT BRACING THAT Mi' BE REQUIRED. 2. "T" BRACING MAT' BE USED IN P=LACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER a LEAST eO% OF THE WEB. SCALE:NTS CONTINUOUS 204" 201-0" SEE EXPANDED BOTTOM CORD BLOCKING BRACING IX4 DIAGRAM MIN. CLB DIAGONAL— BRACE A5 REQUIRED BY BCS( D z LLV a 0 z q �- TOP 8 BOTTOM CORD GABLE END. BRACING m 4'-0" O.C. MAX. FOR FIRST R Gable & Clg Bracing Diagram (4) ROWS OF TRU55E5 $ 3 SCALE:NTS NOTE: Monson 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, RE6AR1-%E55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX 1111111011111111111 EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY 1 REVISIONS BY LL trf�• ,r C0 ` y •LU .. . © .. 0 z q �- TOP 8 BOTTOM CORD GABLE END. BRACING m 4'-0" O.C. MAX. FOR FIRST R Gable & Clg Bracing Diagram (4) ROWS OF TRU55E5 $ 3 SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6AR1-%E55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY LL trf�• ,r C0 ` y •LU .. . © .. 1> • l iE �RP5 O W `A� � xwc�. w 2-1 aLU o = 5 � 't7 �0 �< offl 4� s 1c; [� LPN UO ---5 fi V V ^ Y Vv li+l_1 �<tu 0 U N O 0 U) 0 DATE 00-3047 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural retails Sheet number: 53-141 DBL. 2 x 4 TOP PLATE 51MP50N SPH4 -a EACH STUD TO TOP PLATE WALL CONNECTION lU/O WINDOW NOTES: L WHEN WALL 15 PARALLEL TO FLOOR SY5TEM STRAP TO TOP 8 BOT. CORD OF TRU55. 51MP50N L5TA30 w/ 22 -10d NAILS Q 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP of MASONRY. (BEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3. ALL UJALL5 TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOTE: "AT 2x6 UJALL5 USE 5PH6 CONNECTOR5 IN LIEU OF 5PN4 CONNECTORS SHOWN. At 2x8 UJALL5 USE 5PHB CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR LUALL5 LARGER THAN 2x8, USE 51MP50N BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD t0 TOP PLATES. U.N.O." ENGINEERED ROOF TRU55E5 -824" D.G. MAX. 12 EEE �— DBL. 2 x 4 TOP PLATE 5IMP50N 5PN4 a EACH STUD TO TOP PLATE WALL CONNECTION UJ/O WINDOW SEE ELEVATION PAGE5 FDR-- INSULATION ROOF COVERING 4 BAFFLE 5HEATHING DETAIL SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT 4 PAGES FOR 5OFFIT 4 FASCIA DETAIL FASCIA DETAIL INSULATION PER COMMUNITY (2)-2x WE), DEADER IU.N.OJ UJ/ SPECS OR ENERGY CALCS 1/2" FLITCH PLATE SEE FLOOR UJD. HEADER (U.N.O.) SEE I/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE FLOOR PLAN FOR EXACT SCHEDULE SEE HURRICANE ANCHOR 0 EACH TRU55 SEE TRU55 LAYOUT FOR ELEVATIONS STRAPPING INFORMATION UJINDOUJ BEE FLOOR DBL. 2 x 4 5YP TOP PLATE UJ/ PLAN FOR 51ZE5 51MP50N 5PN4 6 16" O.G. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER WINDOW BILL CAULK 6 WINDOW COMMUNITY 5PEC5 OR ENERGY CALC5 1/16" APA RATED SHEATHING 2 x 4 SILL MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 INSULATION PER 2X FRAME WALL SEE CABLE COMMUNITY 5PEC5 OR ENERGY CALCS "N" ON 5HEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 1/16" APA RATED 5HEATHING- 3/4" T4G GLUED UJ/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 8 NAILED SEE SCHEDULE DETAIL "D" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 e 24" O.C. 2 x 4 SOLE PLATE _u 51MPSON C516 OR 6IMP50N M5TA36 Q 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 *2 SYP RIM w/ (5) V31 x 3 1/2 NAILS EA. TRU55 JOIST (INSET) 2x4 FLATUJIBE VERT. BLOCKIN 4 4 51MP5ON PETA20 6 32" O.C. IF AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJDIBTS. 624" O.C. USE 2- BARS IN K.O. BLOCK NAILING IN STRAPS. MAX IF ATTACHED t0 FLOOR TOP (2) TWO COURSES 2x4 02 5YP RIM w/ (5) 0.131 x TRU55E5 3 1/2" NAILS EA. TRU55 JOIST 'q4 1/2" CEILING GYP. BOARD SEE (INSET) NOTE ON N-1 PAGE FOR GARAGE APPLICATION SHEATHING TO BE FLU514 UJ/ BLOCK IX P.T. BURRING I�ORIZ. 8 CONC. K.O. BLOCK BOND BEAM POUR SOLID (2500 P51) UJ/ 2 - 05 REBAR CONT. HORIZ. SEE TRU55 LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER 9 OPENINGS PRECAST CONCRETE LINTEL 8" CONC. K.O. BLOCK BOND SEE FLOOR PLAN FOR SCHEDULE BEAM POUR 50LID UJ/ I OW50 REBAR CONT. HORIZ. MIN. I x P.T. RUCK STRIP LAP = 25" WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR 51ZE5 WIND RESISTANT PRE-CA5T CONC. SILL 4" HIGH CONC. BLK. 8" CMU PER A5TM-C 90 1900 P51 MIN, UJ/ TYPE M OR 6 MORTAR PER A5TM-C 210. 5/8" CEMENTITIOUS— FIN15H PER FBCR 703.6 WINDOW SILL - CAULK -a WINDOW —1/2" GYPSUM BOARD 4a 5. —SEE OUNDAPLAN a e a o 'e' FOOTING SEE q FOUNDATION PLAN FOR 51ZE5 B MORE INFO. rAjypical Two Story Wall Section S 4 SCALE: NTS SEE ELEVATION PAGES FOR ROOF COVERING 4 SHEATHING DETAIL SEE ELEVA' WIND RE516TANT PRE -CAST CONC. SILL 4" HIGH CONC, SLK. 8" CMU PER A5TM-C 90 1900 P51 MIN. UJ/ TYPE M ORa MORTAR PER ASTM -C 210, 5/8" CEMENTITIOUS ENGINEERED - ROOF TRU55E5 624" O.C. MAX. 12 I E�E / INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 9 EACH TRU55 SEE TRU55 LAYOUT FOR 5TRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE UJ/ 51M1=50N 5PH8 - 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK v WINDOW 2 x 8 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2 GYPSUM BOARD INSTALL 1/2" DIA. x,5'' "J" 5OLT5 4 UJA5HER5 UJ/ 5" IMBED e 2'-0" O.C. (MAX.) CENTERED ON UJALL. SIMP50N SPHS 2x8 PT SOLE PLATE 1X P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER 9 OPENINGS SERE FLOOR PLAN FOR SCHEDULE I x P.T. RUCK STRIP WINDOW 51LL - CAULK .8 WINDOW 1/2" GYPSUM BOARD 4"GONG. 5LA5. SEE FOUND. PLAN FINISH PER FBCR IV_5A0 o a q q A 4$ e FOOTING BEE FOUNDATION PLAN ° FOR 51ZE5 4 MORE INFO. K-c-"�Typical Two Story Wall Section S-4 W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTIN6 ANY AORK. 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, AITHOUT 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 INTERE5TED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY te�s�i Se��, �c i LL • w• :z w ••� -i Uj • �'�eeee �LU � ooQQ O w in tu Qtvp�zp I— Qu o <� o a<N�� c, Wz H <LUa ¢�— -j Q Q <LU MM Now 0, Z 0 I� DATE rI%8-3Pi-17 SCALE NO7ED DRAWN h7K4=0K JOB Sheet content: 5tructural Details Sheet number: ATTACH TRU55E5 PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.C. -- AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A -� MINIMUM 2 PLY END STUD AT EACH END OF FULL DEP VL KING '5 SHEATHING EDGE5 w/ (3) END 0,131"x3-1/2" TOENAILS EA. CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. SIMPSON HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD 1N 51MP60N SET EPDXY OR EQUAL WITH (o" MIN EMBEDMENT, S1=nM;_=NT LFNGTI4 TO BE EQUAL TO OR GREATER THAN "N" 1 SHEATHING AS DELINEATED ELSEWHERE 1N P OUBLE TOP PLATE SET. IMIN. STUD GRADE 5YP) 2" DIA NUT 0.131"x3-1/2" NAIL AT EACH / MIN. 1-1/4" CONTRACT ONLY. ANY CHANGES TO THE5E PLANS, REGARDLE55 OF HOW MINOR, IA x 1/8" 2x 5TUD5 16" D.G.El ABHER 1/2" DIA ALLTHREAD PARTIES IN THE PROJECT. IF BOUND 5PEGIFICATIONS ACCOMPANY THESE ROI/2" I REVISIONS DIA —" DIA ANCHOR BOOUPLINGS A.B. EXTEN51ON DETAIL BOTTOM PLATE5/END STUDS. ct . .z� STRAPS SHOULD BE DIAGONAL AND AT 45 Xe qZ1 qtr®' DEGREES OR LE55 IN 0 °p<� � pLLA oho<o-�� lu RELATION TO HORIZONTAL. Q2ULj Q� NQp LL TYPICAL. U� U. No WIN IF DOUBLE END W �M ca STUD 15 OVER A 0 VOID SPACE, 0 L:Zll-::Il INSTALL SOLID 2X F77. BLOCKING BELOW. II I� II �1 I CMU WALL - 5EI= FLOOR TRU55E5 FLOOR PLAN FOR TYP, MORE INFO. 2X BOTTOM PLATE WITH (4) NAILS AT EACH PAS51NG TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRUSS/RIM JOIST AT 4" O.C. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. Cross Strapping Detail $-5 SCALE: NTS NOTE. AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 5IMP50N SPH4 TO EA. DBL 2x 5.Y.P. TOP PLATE STUD WITH 12-106 x 1 1/2 NAILS. FOLLOW TABU BELOW FOR APPROPRIATE SPACING 4 51ZE OF WALL STUDS, STUDS SHALL BE INSTALLED MAX. 16" O.C., SEE N'/S-3 2x4 S.Y.P. 02 RIBBON W/4-106 EA. FLOOR TRUSS. CS16 OR MSTA 36 32"O.C. (36" LONG) N FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST 2x12 5YP 02 WOOD 3-0.131 x 3 I/2" 6 EA. BLOCK BETWEEN JOINT SIDE. FLOOR J015T WITH 5-16d HETA20 e 32" O.G. ON THE TOENAILS. INSIDE FACE OF 2x12 NOTE: SEE 'N75-3 FOR STUD INFORMATION B LT. Frame/Masonry Connection #1 $91 SCALE: NTS NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMP50N 6P2'5 ON EACH SIDE OF STUD TO TOP PLATE5, U.N.O." NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x5 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 26, USE SIMPSON 5P1'S ON EACH 51DE OF STUD TO. BOTTOM PLATE k SIMPSON 51z2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." INSTALL SIMPSON C516 CROSS STRAPS WITH (1) 2" DIA NUT 0.131"x3-1/2" NAIL AT EACH / MIN. 1-1/4" CONTRACT ONLY. ANY CHANGES TO THE5E PLANS, REGARDLE55 OF HOW MINOR, IA x 1/8" PASSING STUD AND BLOCK, ABHER 1/2" DIA ALLTHREAD PARTIES IN THE PROJECT. IF BOUND 5PEGIFICATIONS ACCOMPANY THESE ROI/2" I REVISIONS DIA —" DIA ANCHOR BOOUPLINGS A.B. EXTEN51ON DETAIL NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALL5 USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, AT 2x5 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 26, USE SIMPSON 5P1'S ON EACH 51DE OF STUD TO. BOTTOM PLATE k SIMPSON 51z2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." INSTALL SIMPSON C516 CROSS STRAPS WITH (1) AT GRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6p COOLER NAILS AT 7 O.C. OR 06 X 1-1/4`5CREW5 6" O.C. ALONG EDGES AND 12" O.G. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE T 0/52 5IMP50N SPH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING d 51ZI WALL STUDS. 5- 514ALL BE INST e MAX. 16" O.C. DIA. 1/2" J -BOL OR WITH 51MP5, SET EPDXY, 5" EMBEDMENT JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 -0 EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE: NTS 74ENGINEERED ROOF TRUSSES 624" O.C. INI5ULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR ,@ EACH TRU55 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 50LE PLATE 6IPH4 @ EA. STUD PROVIDE (2) 16d COM -9 EACH TRU55 1/21, GYPSUM SIMPSON 6516 W/ MIN (22) 10d 3,/4" T8G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) e NAILED SEE SCHEDULE DETAIL "0" 1705" MAX @ 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE 06T FLR) PRE ENGINEERED WOOD FILOOR TRU55E5 � 24" O.C. 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T ( INSET) FA 1/2 GYPSUM BOARD SIMPSON MT51(o -S EACH FLOOR TRUSS 24" O.C. MAX. " GYPSUM CEILING BOARD W/ KNOCK 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N -I PAGE SEE GENERAL NOTE FOR GARAGE APPL)CATION FOR NAILING PATTERN D>BL, 2X TOP PLATE w/ 5IMP50N 5PH4 6 16" O.C. w/ (12) 10d NAILS EACH 142" GYPSUM BOARD 1/2" ANCHOR BOLT tv 24" O.C. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS SIMPSON SPH4 9 EA. STUD w/ (10) 10d NAILS 4•"GONG. SLAB. SEE EACH FOUND. PLAN a a• FOOTING SEE FOUNDATION a PLAN FOR 51ZE5 4 MORE INFO. rpjypical Two Story Interior Bearing Shear Wall Section $-5 SCALE: NTS DECKING ----\ 2 "X4" PANEL BLOCKING -a 4" O/C FOR THE FIRST S'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS , 21'X4` GRO55 BRACE a 45" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2"X4" BLOCKING 2"X4 PANEL BLOCKING 6 45" 0/C FOR THE FIR: S'-0" OF END WALL FRC EA. END. (TYP) TOP 4 BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE Nf 2 "X4" CROSS BRACE 6 46" 0/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" rat EA. INTO 2"X4" BLOCKING 2ND FLOOR FRAMING 5IMP50N 6516 OR M5T,436 STRAP e 32" O.C., EVERY OTHER 5AC4-4 STUD FLOOR J0I5T-SEE FRAMINGPLAN WEEP 5CREED IN5TAILED PER MANUF 5IMP50N HETA20 'm 32" O.C. MAX FLOOR 2"x4" PANEL BLOCKING 145" O.C. FOR -,,,JOIST THE FIRST 2'-0" OF ENP WALL FROM EA. (TYP) END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN GRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. (��& 2"x4" CROSS BRACE Q 48" O.C. FOR --I i THE 1st 2'-0" OF END WALL W/ (2) 10dx3" -@ EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) , *** WHEN ANGLE IS GREATER THAN 45°, I T CROSS BRACE w 45" O.C. FOR THE 1st I 4'-0" OF END WALL. Floor Truss Parallel To Brg. Wall S-5 / SCALE: NTS FLOOR FRAMING °SON CSI(p OR M5TA3(o OR IAL AT EACH STUD, TO STUD OVE/BELOW), FLOOR JOIST, OR )CKING. OR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a M6T,436 OR C516 OR HETA20 UJHICN 15 NOT ALIGNED UJ/ TRU55 VERT. WEB U51NG 2-0.131" X 3 1/2" TOENAILS 1w EA. ENID, 2'0• 0, i SEE *** WHEN DISTANCE 15 LE55 THAN 2'-0" s THE FIRST BAY EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER SIMPSON C516 W/ MIN (22) 106 COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS a 6" OK; a F Second Floor Frame Connection @ Girder $-5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. 0.131"x3-1/2" NAIL AT EACH RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THE5E PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERIN0, LLC, OR ANY CONSTRUCTION PASSING STUD AND BLOCK, 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 5PEGIFICATIONS ACCOMPANY THESE AND WITH 4 NAILS MINIMUM AT REVISIONS BY EACH END TO TOP AND BOTTOM PLATE5/END STUDS. ct . .z� STRAPS SHOULD BE DIAGONAL AND AT 45 Xe qZ1 qtr®' DEGREES OR LE55 IN 0 °p<� � pLLA oho<o-�� lu RELATION TO HORIZONTAL. Q2ULj Q� NQp LL TYPICAL. U� U. No WIN IF DOUBLE END W �M ca STUD 15 OVER A 0 VOID SPACE, 0 U, INSTALL SOLID 2X 0 BLOCKING BELOW. 0 TYP. AT GRO55 STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6p COOLER NAILS AT 7 O.C. OR 06 X 1-1/4`5CREW5 6" O.C. ALONG EDGES AND 12" O.G. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE T 0/52 5IMP50N SPH4 EA. STUD TOP BOTTOM OF WA FOLLOW TABLE BELOW FOR APPROPRIATE SPACING d 51ZI WALL STUDS. 5- 514ALL BE INST e MAX. 16" O.C. DIA. 1/2" J -BOL OR WITH 51MP5, SET EPDXY, 5" EMBEDMENT JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 -0 EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE: NTS 74ENGINEERED ROOF TRUSSES 624" O.C. INI5ULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR ,@ EACH TRU55 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 50LE PLATE 6IPH4 @ EA. STUD PROVIDE (2) 16d COM -9 EACH TRU55 1/21, GYPSUM SIMPSON 6516 W/ MIN (22) 10d 3,/4" T8G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) e NAILED SEE SCHEDULE DETAIL "0" 1705" MAX @ 24" O.C. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE 06T FLR) PRE ENGINEERED WOOD FILOOR TRU55E5 � 24" O.C. 2x4 *2 5YP RIM w/ (3) 16d NAILS EA. TRU55 J015T ( INSET) FA 1/2 GYPSUM BOARD SIMPSON MT51(o -S EACH FLOOR TRUSS 24" O.C. MAX. " GYPSUM CEILING BOARD W/ KNOCK 1/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N -I PAGE SEE GENERAL NOTE FOR GARAGE APPL)CATION FOR NAILING PATTERN D>BL, 2X TOP PLATE w/ 5IMP50N 5PH4 6 16" O.C. w/ (12) 10d NAILS EACH 142" GYPSUM BOARD 1/2" ANCHOR BOLT tv 24" O.C. W/ NUT 4 2" SQUARE PT 2X BOT. PLATE w/ BY 1/8" WASHERS SIMPSON SPH4 9 EA. STUD w/ (10) 10d NAILS 4•"GONG. SLAB. SEE EACH FOUND. PLAN a a• FOOTING SEE FOUNDATION a PLAN FOR 51ZE5 4 MORE INFO. rpjypical Two Story Interior Bearing Shear Wall Section $-5 SCALE: NTS DECKING ----\ 2 "X4" PANEL BLOCKING -a 4" O/C FOR THE FIRST S'-0" OF END WALL FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" COMMON TOE NAILS , 21'X4` GRO55 BRACE a 45" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END INTO 2"X4" BLOCKING 2"X4 PANEL BLOCKING 6 45" 0/C FOR THE FIR: S'-0" OF END WALL FRC EA. END. (TYP) TOP 4 BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE Nf 2 "X4" CROSS BRACE 6 46" 0/C FOR THE 15T 2'-0" OF END WALL W/ (4) 0.131X3 1/2" rat EA. INTO 2"X4" BLOCKING 2ND FLOOR FRAMING 5IMP50N 6516 OR M5T,436 STRAP e 32" O.C., EVERY OTHER 5AC4-4 STUD FLOOR J0I5T-SEE FRAMINGPLAN WEEP 5CREED IN5TAILED PER MANUF 5IMP50N HETA20 'm 32" O.C. MAX FLOOR 2"x4" PANEL BLOCKING 145" O.C. FOR -,,,JOIST THE FIRST 2'-0" OF ENP WALL FROM EA. (TYP) END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN GRO55 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. (��& 2"x4" CROSS BRACE Q 48" O.C. FOR --I i THE 1st 2'-0" OF END WALL W/ (2) 10dx3" -@ EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) , *** WHEN ANGLE IS GREATER THAN 45°, I T CROSS BRACE w 45" O.C. FOR THE 1st I 4'-0" OF END WALL. Floor Truss Parallel To Brg. Wall S-5 / SCALE: NTS FLOOR FRAMING °SON CSI(p OR M5TA3(o OR IAL AT EACH STUD, TO STUD OVE/BELOW), FLOOR JOIST, OR )CKING. OR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKING a M6T,436 OR C516 OR HETA20 UJHICN 15 NOT ALIGNED UJ/ TRU55 VERT. WEB U51NG 2-0.131" X 3 1/2" TOENAILS 1w EA. ENID, 2'0• 0, i SEE *** WHEN DISTANCE 15 LE55 THAN 2'-0" s THE FIRST BAY EXTEND SHEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER SIMPSON C516 W/ MIN (22) 106 COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS a 6" OK; a F Second Floor Frame Connection @ Girder $-5 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 THE5E PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERIN0, 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 5PEGIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY ct . .z� Xe qZ1 qtr®' 0 °p<� � pLLA oho<o-�� ff,??� Z a '_-� �t9W Q2ULj Q� NQp LL �p w�Q L1 �So ¢v U� U. No WIN M WNW W �M ca 0 0 U, 0 51 0 --1C LU c� DATE 00-30-l7 SCALE NOTED DRAWN MIK/PUK O - Sheet content: Structural Details Sheet number: 5� DRYWALI OVER FUI BLOCK ll 11/164/16 COIF MC (MOO) 1x6 TRIM (WINDOW PER PLA (WINDOW ----- ._ PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL - EDGES 1x6 TRIM ---""' BEAD BOARD PANELING DRYWALL FINISH - OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) �- L INE OF WALL EAD SILL BELOW LINE OF WALL 1x6 TRIM BELOW LINE OF TRIM ELEVATION WINDOW >ETAIL 1/4' DOOR CASING (0'366) BELOW ---------- LINE; OF CASINGBELOW PER PLAN) --- �------____ DRYWALL FINISH ---------_----- COMPOSITE WINDOWPLAN OVER FURRING ON SILL BLOCK WALL COMPOSITE WINDOW DRYWALL FINISH SILL OVER 2x WALL (SEE PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN mu: ''°'`0' PLAN SPECIFIC PER PLAN . P'I A' SHIM AS I'-4' REQ'D. ZIFY TOP CAP I 1/2' DRYWALL INVERTED 2 1/4' INVERTED 2 1/4' ■� 6 DOOR CASING (0366) CAP TILE FINISH 2x STUDS (PER DOOR CASING (0366) TILE FINISH OVER WATER PLAN) BASE 2x STUDS (PER RESISTANT STD. PLAN) WALL BD. BASE 31/4" BASE BD. 'I II BATH SHOWER 2SHOWER CABI*T QUARTER it li ROUND HIGH 112' DRYWALL SIDE? LINE OF CASING (0366) 3 1/4' BASE BD. r 2x STUDS (PER 10366) QUARTER ROUND SHOWER CALI. TOP SCALE: 1/2-: V -0 - SHIM AS I'-�" REQ'D. ZIFY TOP CAP ENCLOSURE 1/2' DRYWALL INVERTED 2 1/4' to ■� 6 DOOR CASING (0366) CAP TILE FINISH 2x STUDS (PER STD. TILE FINISH OVER WATER PLAN) BASE �� RESISTANT CABINET 1/2' DRYWALL WALL BD. WALL BD. 31/4" BASE BD. 'I II BATH SHOWER 2SHOWER 036(o) QUARTER it li ROUND HIGH BAR TOP SCALE: In, = I'-0' S' W. CORIANTEMP. GL. ENCLOSURE ELEVATION ZIFY TOP CAP ENCLOSURE 1/2' DRYWALL S" W. CORIAN to ■� 6 BELOW CAP CAP TILE FINISH 2x STUDS (PER r[n TILE FINISH OVER WATER OVER WATER PLAN) �� RESISTANT RESISTANT BELOW WALL BD. WALL BD. 112, DRYWALL 'I II BATH SHOWER 2SHOWER SHOWER DETAIL it li 3 1/4' BASE BD. SIDE? LINE OF CASING (0366) it r 2x STUDS (PER SECTION PLAN SHOWER LOW WALL PLAN) PLAN OVER FURRING ON SCALE: I/2' = I'-0' TILE TO WRAP IN WINDOW TEMP. GL. RO NDOVER W/ ELEVATION ZIFY TOP DAVIS BEWS DESIGN GROVP ENCLOSURE 150 STATE SMEEr EASC O1.L7 MAk RDMA 3*77 813. 925. OW TEL 813.922.5.1800 FAX W W W.DAVEMEW&COM TAMPA • DENVER,. (WINDOW to ■� 6 31/4' BASE BD. PER PLAN) L. O 8' W. CORIAN 2xb WALL LINE OF WALL 36" OR 42' CAP BELOW HIGH PER PLAN I' SILL 2x4 STAI R KN E E WALL CAP DETAIL "T 1/2' OUT FIVE TILE;) LINE OF CASING 2x STUDS (PER BELOW STD. DRYWALL FINISH PLAN) PLAN OVER FURRING ON 2-1 BLOCK WALL VAINTY TYP. WINDOW CABINET 3 114" BASE BO. (*366) VANITY LOW WALL SCALE: In': I'-0' SH (WINDOW — PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL EDGES INVERTED 21/4' ----- DOOR 1/4' ------ DOOR CASING (566) DRYWALL FINISH OVER FURRING ON BLOCK WALL SILL OWER WINDOW STOOL DETAIL SCALE: 1/4'= 1'-0 ME. r • IV WINDOW >ETAIL 1/4" DOOR CASING (036(0) FLOORING / 5A5E 50ARD NOTE: WHEN TILE FLOOR 15 5ELECTEID ONLY 5,45E 5OARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTEI) 5A5E 50ARD AND 5HOE > IOULD ARE IN5TALLI=D. 1x JAMB (51 -PAS: DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (655 PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI -PASS PLAN) DRS. PER PLAN) 112"--�) �k 2 114' DOOR CASING 0'36(o) HELD OVER 1/2" PLAN TYP. BI -PASS DRS. CASING DETAIL MAIN HOUSE GARAGE DRYWALL BASE BD. t0 OVER Zr LAP SLAB STEP AND DRYWALL TRANSITION 3 1/4' BASE BD. (0366 ) TYP. BASE BD. AT GARAGE / MAIN HOUSE NOTE: DfRAUJINCzS ON 11 "xll SHEET UJIL L 5E ONE HALF THE 5CALE NOTED 5 1/4" CROWN B (045) 5 1/411 CROWN VbfY. -. 11 - 1'-0 ixe RO NDOVER W/ ELEVATION ZIFY TOP DAVIS BEWS DESIGN GROVP ROUTER 150 STATE SMEEr EASC O1.L7 MAk RDMA 3*77 813. 925. OW TEL 813.922.5.1800 FAX W W W.DAVEMEW&COM TAMPA • DENVER,. (WINDOW to ■� 6 31/4' BASE BD. PER PLAN) L. O c0366) 2xb WALL LINE OF WALL 36" OR 42' lo°. BELOW HIGH PER PLAN SILL 2x4 STAI R KN E E WALL CAP DETAIL "T 1/2' OUT FIVE TILE;) LINE OF CASING BELOW C0*IPOSITE WINDOW DRYWALL FINISH SILL PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW OWER WINDOW STOOL DETAIL SCALE: 1/4'= 1'-0 ME. r • IV WINDOW >ETAIL 1/4" DOOR CASING (036(0) FLOORING / 5A5E 50ARD NOTE: WHEN TILE FLOOR 15 5ELECTEID ONLY 5,45E 5OARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTEI) 5A5E 50ARD AND 5HOE > IOULD ARE IN5TALLI=D. 1x JAMB (51 -PAS: DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (655 PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2" WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI -PASS PLAN) DRS. PER PLAN) 112"--�) �k 2 114' DOOR CASING 0'36(o) HELD OVER 1/2" PLAN TYP. BI -PASS DRS. CASING DETAIL MAIN HOUSE GARAGE DRYWALL BASE BD. t0 OVER Zr LAP SLAB STEP AND DRYWALL TRANSITION 3 1/4' BASE BD. (0366 ) TYP. BASE BD. AT GARAGE / MAIN HOUSE NOTE: DfRAUJINCzS ON 11 "xll SHEET UJIL L 5E ONE HALF THE 5CALE NOTED 5 1/4" CROWN B (045) 5 1/411 CROWN VbfY. -. 11 - 1'-0 ixe RO NDOVER W/ WHITE PIN 0 DAVIS BEWS DESIGN GROVP ROUTER 150 STATE SMEEr EASC O1.L7 MAk RDMA 3*77 813. 925. OW TEL 813.922.5.1800 FAX W W W.DAVEMEW&COM TAMPA • DENVER,. I/2' DRYWALL to ■� 6 31/4' BASE BD. aJ, aLL� L. O c0366) 2xb WALL �- 1 36" OR 42' lo°. HIGH PER PLAN 2x6 STAIR 2x4 STAI R KN E E WALL CAP DETAIL PLAN SPECIFIC PER PLAN WAS V - V-®' 1x10 RMOVER W/ WHITE PIN~ 0 DAVIS BEWS DESIGN GROVP ITER 150 STATE SMEEr EASC O1.L7 MAk RDMA 3*77 813. 925. OW TEL 813.922.5.1800 FAX W W W.DAVEMEW&COM TAMPA • DENVER,. 1/2' DRYWALL to ■� 6 31/4' BASE BD. aJ, aLL� L. O c0366) 2x6 WALL �- 1 36' OR 42' lo°. HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL. PLAN SPECIFIC PER PLAN TRIM DETAILS x ow c N0 MW 0 DAVIS BEWS DESIGN GROVP 't 150 STATE SMEEr EASC O1.L7 MAk RDMA 3*77 813. 925. OW TEL 813.922.5.1800 FAX W W W.DAVEMEW&COM TAMPA • DENVER,. EST. 1994 fkz,--- to ■� 6 aJ, aLL� L. O q • 0 �- 1 lo°. + 106 'Joe Nr R 22086' GAD FU 1FEN BUILDER 7D ISSfJFD 06--16-16 ✓sryIMA A-1 ^-1 46 cn J W D C DAVIS BEWS DESIGN GROVP 150 STATE SMEEr EASC O1.L7 MAk RDMA 3*77 813. 925. OW TEL 813.922.5.1800 FAX W W W.DAVEMEW&COM TAMPA • DENVER,. EST. 1994 fkz,--- .TRIM . nnE TYPICAL mm DETAILS LJ -1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) lx6 PAINTED BASE PLATE LJ -4040 NEWEL POST 31/4" BASE BD. i xl�ov.� 1x12 SKIRT • \\ BOARD DRYWALL FIN. CUT THRRU I� 3� LJ -5015 WOOD WALL`�' �� _ LJ -6010 LJ -1011 LEVEL QUARTER TURN AS APRON LJ -1011 LEVEL k -""' RAILING RAILING RAILING LJ -1041/8 BASE CAP BOARD S -TURN SUB TREAD _ MOULD _---LJ-4042 QUARTER TURN LINEAL COVE Do M dN MOULDING } STANDARD - LJ-8014MR1 LJ -5015 WOOD LJ BALUSTERS NEWEL LJ -4045 LINE OF TREAD FOR CARPET BALUSTERS KNUCKLES TO -4040 BE PARALLEL POST NE L POST (3 PER TREAD) t0 TOP RAIL 1001 09 TREAD) LJ -8095 OAK NEWEL LJ -4042 NEWEL — LINEAL COVE WOOD TREAD — MOULDING POST BASE 1x12 SKIRT BD. 1x8 PAINTED PER TM LEVEL 3 1/4" OR 5 1/4" RISER Ix12 SKIRT OPT. LIP-MG2KNUC44 BOARD CAP LINEAL COVE LJ -3009 LJ -4010 NEWEL POST MOULD MOULDING BRACKET LJ -8010 PER PLAN BASE PER TM LEVEL WROUGHT IRON BALUSTERS GENERIC TURNOUT W/ .- CARPET STRAIGHT RUN Ixb BASE ROSETTE KTA NINTED "� ILA LJ -6010 Ixl2 SKIRT 3 1/4" BASE RAILING BOARD AS APRON LJ -5015 WOOD BALUSTERS BASE (3 PER TRI=AD) MOULD STANDARD - LJ-8014MRI 1x12 SKIRT RTREAD 1=0R CARPET BOARD (OPt. LJ -8010 SERIES TREAD SHOWN) LJ -8095 OAK ix8 PAINTED LINEAL COVE RISER MOULDING LJ-8010MRI BASE OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST I=ASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: RP-FE:R TO FLOOR PLANS FOR TREAD DEPTH AZ RISER HEIGHT REQINFMD. * INDIcATEs STRIP FLOORING TO 515 INSTALLE=D IN SAME ORIENTATION AS 51/4" LANDING TREAD LJ -8090-5 OAI 51/4 LANDING TREAD RAILING KTA 5EE GENERAL STAIR NOTES `AN "0 RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHDMCix STAIR FLOOR PLAN KTA STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS LJ -4040 �q NEWEL POST �- LJ -4040 kin 4 NEWEL j I''��Gr POST I* PAINTED BASE 1x12 SKIRL PLATE CUT THRRU �y3a�. BOARD WALL `:'"4' k 31/4" BASE LJ -6010 AS APRON RAILING LJ -1041/8 --- BASE S -TURN MOULD STANDARD - LJ-8014MRI LJ -5015 WOOD TREAD 1=0R CARPET BALUSTERS(OPT. LJ -8010 SERIES (3 PER TREAD) ``�� TREAD) LJ -8095 OAK Ix8 PAINTED LINEAL COVE R155R MOULDING LJ-8010MRI BASE PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" 1x12 SKIRT LJ -4042 BOARD NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL KT.3. STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT PITTING. 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 CARPET RUNNER 5. HANDRRAIL$ - 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 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURRNING$) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 6. FINISHES - ALL OAK PAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS t0 BE PAINTED WHITE. �� — FULL PT. WALL TREAD LJ-8010MR2 CARPET STARTS TREAD At THIS RISER. RAILING 5ULL OAK RAILING TREADS LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN KTS. SECTION—, --0 i xl�ov.� 1x12 SKIRT • \\ BOARD DRYWALL FIN. CUT THRRU I� 3� LJ -5015 WOOD WALL`�' �� _ LJ -6010 —BASE CAP (3 PER TREAD) k -""' RAILING RAILING RAILING LJ -1041/8 BASE CAP BOARD S -TURN SUB TREAD _ MOULD LJ -5015 WOOD LINEAL COVE Do M dN MOULDING } STANDARD - LJ-8014MR1 LJ -5015 WOOD BASE CAP MOULD BALUSTERS LINE OF LINE OF TREAD FOR CARPET BALUSTERS KNUCKLES TO BE PARALLEL 10 BE PARALLEL (OPT. LJ -8010 SERIES (3 PER TREAD) t0 TOP RAIL 1001 09 TREAD) LJ -8095 OAK LJ -4042 NEWEL — LINEAL COVE WOOD TREAD — MOULDING BASE 1x12 SKIRT BD. 1x8 PAINTED PER TM LEVEL 3 1/4" OR 5 1/4" RISER Ix12 SKIRT LJ -1040 / 1045 TURNOUT BOARD CAP LINEAL COVE LJ -3009 LJ -4010 NEWEL POST MOULD MOULDING BRACKET LJ -8010 PER PLAN BASE PER TM LEVEL STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L - 2x STUD WALL w/ LJ -1021 DRYWALL FIN. ROSETTE POST LJ -5015 WOOD LJ -6010 36" H. BALUSTERS —BASE CAP (3 PER TREAD) MOULD RAILING RAILING --1x12 SKIRT LJ-8010MR1 BOARD OAK TREADS SUB TREAD LJ -8095 OAK LJ -5015 WOOD LINEAL COVE Do M dN MOULDING } 1x12 SKIRT BD. NEWEL POST BASE CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NaroxuE LJ -404 42" H. LJ -1021 NEWEL RAILING ROSETTE POST N^ LJ -6010 36" H. RAIL (KEEP POLE 't0) an DEPTP THE SAME At DEPTH THE SAME At RAILING RAILING EACH BALUSTER) EACH BALUSTER) �w q 36" H. RAILING 36" W. RAILING F 0 �>& LJ -5015 WOOD LJ4010 RAILING oe Do M dN LJ -4042 LJ -4042 IrM NEWEL POST 3 1/4" BASE BALUSTERS LINE OF LINE OF -4-0 BALUSTERS TO KNUCKLES TO BE PARALLEL 10 BE PARALLEL AS APRON (3 PER TREAD) t0 TOP RAIL 1001 09 LJ -4042 NEWEL WOOD TREAD POST 1x12 SKIRT BD. BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS KTA N.T.S. w w cq �y N m A N In aN aN ,a C r b- "' LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES a� N.T.S. r 4 4 LJ -5015 LIP-14OL15ASK44 LI14-WOL25ASK44 LI14-14OLlKNUC44 LIH-POL2KNUC44 LIP-POLPLA44 LIP-HOL50144 (PLAIN) W/ LI-ALAK01 (2 r=.&,*J. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. 3/4" MIN, POLE DEPTH I" MIN. POLE DEPTH FOR Ncoo FOR BALUSTERS IN TO BALUSTERS IN TO HAND N^ WAND RAIL (KEEP HOLE RAIL (KEEP POLE 't0) an DEPTP THE SAME At DEPTH THE SAME At LL a EACH BALUSTER) EACH BALUSTER) �w q 36" H. RAILING 36" W. RAILING F 0 �>& LJ -6010 RAILING LJ4010 RAILING oe Do M dN LJ -4042 LJ -4042 IrM NEWEL POST NEWEL POST 00 a LINE OF LINE OF -4-0 BALUSTERS TO KNUCKLES TO BE PARALLEL 10 BE PARALLEL TO TOP RAIL t0 TOP RAIL 1001 09 `— LJ -5015 42" WOOD BALUSTERS I (3 PER TREAD AND EQ. I SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL I" MIN. HOLE DEPTH FOR BALUSTERS IN t0 HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ -6010 RAILINZ� LJ -4042 NEWEL POST LINE OF BASKETS t0 BE PARALLEL TO TOP RAIL LIP-POL25ASK44 (DOUBLE BASKET) LIP-POLIBASK44 (SINGLE BASKET). DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: :,)R,4U[Nr-:;S ON ll "xl-l" 5�EET WILL 5E ONE k4LF TSE 5CALE NOTE :�) LIP-HOL2KNUC44 (DOUBLE KNUCKLE LIW-WOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL I" MIN. HOLE DEPTH POR BALUSTERS IN TO HAND RAIL (KEEP POLE DEPTH THE SAME At EACH BALUSTER) 36" H. RAILING Of 10 LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF SCROLL TO 13E PARALLEL TO TOP RAIL 40L50144—,- LIH-HOLPLA44 .OLL) (PLAIN) LI-ALAKOI (2 E,A. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TRI=AD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER I N STA L LATI O N D ETAI L STAIR DETAILS i x w OB -29-15 Ncoo DAIS BEWS DESIGN 4RIOVP N^ .150 STATE SMEEr EAST OU MAR, F DPMA 34M ISM. '92,5. 1300 TFL 813. 925. 1800 FAX WWWnAVMBEWS.GOM TAMPA • E>ENV .RL ....�� EST. 19" r -- 't0) an �` LL a L ` �w q 0 F 0 �>& E)h Do M dN IrM a -4-0 OB -29-15 STAIR NnE TWCAL STAIR QETAILS DAIS BEWS DESIGN 4RIOVP .150 STATE SMEEr EAST OU MAR, F DPMA 34M ISM. '92,5. 1300 TFL 813. 925. 1800 FAX WWWnAVMBEWS.GOM TAMPA • E>ENV .RL ....�� EST. 19" r -- STAIR NnE TWCAL STAIR QETAILS • FLOOR TRUSSES ROOF TRUSSES_ FRAMING FASTENER CAPACITY LEGEND O 51MP5ON MT5MIb, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. FRAME TO MASONRY) 0 51MP50N META16-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) O SIMPSON M6TAM24 - (9)106 w/ (5)1/4 x 21/4 TITEN (TYP. FRAME TO MASONRY) 61MP60N LTT205 - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO MAS/FRM ALL-AROUND) 0 51MP50N HETA20 (S). 10d x 11/2 (TYP. 5YP FRAME TO MA50NRY ALL-AROUND) SIMPSON HTT4 (1)5/8" dia. A.B. + IS-Ibd BOLT IN 51MP50N SET EPDXY. EMBED A.B. V (MIN.) INTO CONCRETE OR MASONRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) O SIMPSON MGT - (1) 5/8 DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO MA50NRY K.O. BLOCK SET IN SIMPSON SET EPDXY. (TYP 2 -PLY TRU55 HEEL TO MASONRY)(3%5#) SIMPSON MGT - (1) 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" (MIN) INTO MASONRY K.O. BLOCK SET IN 51MP50N SET EPDXY. 6IMP50N M5TAM 3b - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d TO FRAME 51MP50N LGT3-6D5 2.5 (12) -5D51/4" x 2" INTO GIRDER AND (4) 3/8" x 5" TITENS INTO WALL WITH MGT A5 DESCRIBED IN CONNECTION 1 (TYP. FOR 3 -PLY TRUSS HEEL MASONRY) -- IMP50N HTTS - (1) 5/8" DIA, A.B.+ 26-16d BOLT IN 51MP50N SET PDXY. EMBED A.5.5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO MASONRY K0. BLOCK SET, (TYP. SYP FRAME TO MASONRY) 10 51MP50N HGT-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED A.B. INTO MA50NRY K.O. BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 11 SIMP50N HGT-3 (3 ply member) - (2) 3/4"DIA, A.B.+ (1b) 10d EMBED A.B. INTO MASONRY KD. BLOCK 12" (MIN) SET BOLTS IN 51MP50N SET EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) @ 51MP50N HIO - (8) 8d X 11/2" (TYP. 5YP FRAME) 13 SIMI-SON MT512 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) 14 51MP50N L5TAI8 - (14)106 (TYP. FRAME TO FRAME) 15 6IMP50N HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO FRAME ALL-AROUND) 16 6IMP50N L5TA30 - (22)106 (TYP. FRAME TO FRAME ALL-AROUND) 1� (2) SIMP50N MTSIS - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) ig (2) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME) 19 6IMP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 20 (3) 51MP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y,P. FRAME TO FRAME) 21 (4) 51MP50N WT520 - (24)10d I A" AT EA. STRAP (TYP 5YP FRAME TO FRAME ALL-AROUND) 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES 24 SIMPSON HT5MIb - (8)10d w/ (4)1/4x2 1/4 TITEN (TYP. 5YP FRAME TO C.M.U. ALL-AROUND) 25 51MP50N M5TCM40 W/ (14)-Ibd SINKERS AND (10) " x 2 " TITEN SCREWS 26 51MP50N M5TCMbO Wl (26)-Ibd SINKERS AND (14) " x 2 a" TITEN 5CREW5 NOTES: 1. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRUSS 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 51MP50N STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TR�55 DE51GN NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTHERWISE: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON META20 (AT EACH TRU55) W/ (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20 (32" O.C. M X10d x 1-1/2" (1+5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,;) (UND,) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE 51MP50N HIDA W/ (18)10d x 1-1/2" OR 6IMP50N WT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0.) 4, AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A 6IMP60N M5TCMb0 MAY BE SUBSTITUTED FOR ANY 14174 CALLOUT WHERE THE M5TCM&O CAN BE INSTALLED PER MANUFACTURER'S 5PECIFICATION5 FOR FULL CAPACITY • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 5PECIFIC,ATION POR LEDGERS X M w 3/,` co e :z N00 � s Nh 0CDM SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 dr NMai LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). Nr -1 r cj'L-I 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE L L �QW LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE 0 O ��0 SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE NN"N E .900 LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMI=NT OR HTSI(o AT _<rN TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - zQM ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER �Nrn CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - • JOB NUMBER 27002.357 • CAD FILE NAME LOT 161 TB ISSUED 11-07-17 REVISED 101916 111 111 111 Vortex Engineering, LLC 607 S. Alexander St„ Sulte 103 Plant City, Florida 33563 813.704 4842 FI..# 52683 - CDA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES SN' AND FIND IT TO BE IN COMPLIANCE HITH 5ECTION 8901 OF THE FLORIDA BUILDIN6 (WDE, RESIDENTIAL (5th EDIT00. THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUGTURE ONLY 0 41- Z o � C) ryli, m C)e � O o 37 nex O � J INNO 2582 ; • TITLE • TRUSS STRAPPING PLAN INCLUDED ELEVATION W/ SECOND SUITE -.SHEET "7 TRUSS STRAPPING PLANS TR GARAGE LEFT 'J. - U 5PECIFIC,ATION POR LEDGERS , > 3/,` co e :z � o � s SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SU55TITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). 101916 111 111 111 Vortex Engineering, LLC 607 S. Alexander St„ Sulte 103 Plant City, Florida 33563 813.704 4842 FI..# 52683 - CDA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES SN' AND FIND IT TO BE IN COMPLIANCE HITH 5ECTION 8901 OF THE FLORIDA BUILDIN6 (WDE, RESIDENTIAL (5th EDIT00. THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUGTURE ONLY 0 41- Z o � C) ryli, m C)e � O o 37 nex O � J INNO 2582 ; • TITLE • TRUSS STRAPPING PLAN INCLUDED ELEVATION W/ SECOND SUITE -.SHEET "7 TRUSS STRAPPING PLANS TR GARAGE LEFT 'J. - U 5PECIFIC,ATION POR LEDGERS CINE FOLLOWING & 4ALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPGONS AT 12" O.G. SET 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 SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SU55TITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" D.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMI=NT OR HTSI(o AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) 8IMP50N SD525ro00 SCREWS AT EA. STUD (16" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE 5EARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TD THE MASONRY WALL. A TRU55 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD 06" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT -516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS G ORD HU/HUC28-2 OR HU/HUC28-3 MAY 5E USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. 101916 111 111 111 Vortex Engineering, LLC 607 S. Alexander St„ Sulte 103 Plant City, Florida 33563 813.704 4842 FI..# 52683 - CDA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DES SN' AND FIND IT TO BE IN COMPLIANCE HITH 5ECTION 8901 OF THE FLORIDA BUILDIN6 (WDE, RESIDENTIAL (5th EDIT00. THE ENGINEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUGTURE ONLY 0 41- Z o � C) ryli, m C)e � O o 37 nex O � J INNO 2582 ; • TITLE • TRUSS STRAPPING PLAN INCLUDED ELEVATION W/ SECOND SUITE -.SHEET "7 TRUSS STRAPPING PLANS TR GARAGE LEFT 'J. - U