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459 Rocky Grove Ln 18-3310 (a)GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FBCR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: 'TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION EXTERIOR WALL ENVELOPE: LOT 84 THORNBROOKE 40 s BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB:C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINER CEILING CON5TRUCTION- ANAqTA-qTA rn A P A rn F I FPT THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM ff BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH x 0 w HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION ISA FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALIYALSO BE PROTECTED BY NOT LE55 THAN 1/2 NCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F13LR - 6TH EDITION (2011) R302.6 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 810235. ' JOB NUMBER - • CAD FlLE NAME LOT 84 EXTERIOR FINISHES: ISSUED 01-04-18 INSTALLATION OF EXTERIOR LATHING AND FRAMW-% APPLICATION REQUIREMENTS TO BE PER FBLR - 6TH EDITION (2011) R1031J 40 ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE REVISED 07-16-18 OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/1 INCH N GAUGE NAILS HAVING A 1116 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES - INCLUDED ELEVATION TRADITIONAL SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (201) 8103.12 AND ASTM C 926. PER F.B.C.R. 6114 EDITION (20M) R103.121 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE TAYLOR MORRISON 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 FB.CR 6TH EDITION (201) 810313 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 FBLR 6TH EDITION (2011) R1031B OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: ' Si11CCA CONTR(vLJOINTS TO BE INSTALLED PER ASTM C1063-06 (11141 iHRL11J14.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 SF. 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 I A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JONTS. THORNBROOKE 40'S EGRESS: EACH BEDROOM MUST HAVE ONE WNDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING COMMUNITY SPECIFIC _ HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM STANDARD SPECIFICATIONS REDRAW NOTES DRAWINGINDEX FLASHING: L FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL NTERSECTIONS, 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 BUILDING STRUCTURAL FRAMING COMPONENTS_ TUE FLASHING SMALL EXTEND TO THF N1I;TACE nF TWF FXTKRInR ulei I PNiSW AaaIPrn/Pl) rn~nairA,I-1=iarAMT C1 Aauikir. auAi r mc MONO FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, SHINGLE 01-16-18 CREATED LOT SPECIFIC PLAN FOR LOT 84 IN --GENERAL NOTES, INDEX, SPECIFICATIONS INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, THORKBROOKE 40's, INCLUDED ELEVATION, GARAGEi q WINDOW INSTALLATION: 1 42" UPPER CABINETS, CONCRETE DRIVEWAY AND LEAD RIGHT W/ PLAN OPTIONS INCLUDING: STAIR RAILING, - FOUNDATION PLAN L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE WALK, ACRYLIC ENTRY, ACRYLIC LANAI. ALTERNATE STUDY, TRAY CEILING IN OWNERS SUITE, 8MANIFACTURERfOR EACH WINpOU' 2. F STRUCTURE 15 IN A WIND -BONE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINNG WHICH PROTECTIVE INTERIOR DOORS AT MAIN FLOOR, (3) MEDICINE 2A1 - MAIN FLOOR PLAN NOTES METHOD 15 TO BE USED. CABINETS AND PAVER DRIVEWAY, LEAD WALK AND DWELLING / GARAGE OPENINGS: PORCH. 2A2 MAIN FLOOR PLAN DIMENSIONS THEN " OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNE55, SOLID CORE (SL) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2 B 1 - UPPER FLOOR PLAN NOTES SQUARE FOOTAGE CALCULATIONS r "IE"' Nm 1467 UPPER FLOOR LIVING S.F. 1115 N^ 2582 S3 - STRU CTU RAL DETAILS N� N 455 PORCH S.F. 71 LANAI S.F. 139 L 3247 y�-W LL. TOTAL WIDTH 30'-0" W. 00 - S 5 - STRUCTURAL DETAILS cl 0 - -!�Off` PLANS EXAMINER •aa'_- E -TRIM DETAILS 300 DATE SD - STAIR TRIM DETAILS w<� (r M z ' (162 mm) WIDE SHALL BE PROVIDED N FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION ISA FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALIYALSO BE PROTECTED BY NOT LE55 THAN 1/2 NCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F13LR - 6TH EDITION (2011) R302.6 AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 810235. ' JOB NUMBER - • CAD FlLE NAME LOT 84 EXTERIOR FINISHES: ISSUED 01-04-18 INSTALLATION OF EXTERIOR LATHING AND FRAMW-% APPLICATION REQUIREMENTS TO BE PER FBLR - 6TH EDITION (2011) R1031J 40 ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE REVISED 07-16-18 OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/1 INCH N GAUGE NAILS HAVING A 1116 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES - INCLUDED ELEVATION TRADITIONAL SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (201) 8103.12 AND ASTM C 926. PER F.B.C.R. 6114 EDITION (20M) R103.121 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE TAYLOR MORRISON 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 FB.CR 6TH EDITION (201) 810313 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 FBLR 6TH EDITION (2011) R1031B OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: ' Si11CCA CONTR(vLJOINTS TO BE INSTALLED PER ASTM C1063-06 (11141 iHRL11J14.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 SF. 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 I A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JONTS. THORNBROOKE 40'S EGRESS: EACH BEDROOM MUST HAVE ONE WNDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING COMMUNITY SPECIFIC _ HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM STANDARD SPECIFICATIONS REDRAW NOTES DRAWINGINDEX FLASHING: L FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL NTERSECTIONS, 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 BUILDING STRUCTURAL FRAMING COMPONENTS_ TUE FLASHING SMALL EXTEND TO THF N1I;TACE nF TWF FXTKRInR ulei I PNiSW AaaIPrn/Pl) rn~nairA,I-1=iarAMT C1 Aauikir. auAi r mc MONO FOOTING, ALUMINUM OVER 2x6 SUB -FASCIA, SHINGLE 01-16-18 CREATED LOT SPECIFIC PLAN FOR LOT 84 IN --GENERAL NOTES, INDEX, SPECIFICATIONS INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, THORKBROOKE 40's, INCLUDED ELEVATION, GARAGEi q WINDOW INSTALLATION: 1 42" UPPER CABINETS, CONCRETE DRIVEWAY AND LEAD RIGHT W/ PLAN OPTIONS INCLUDING: STAIR RAILING, - FOUNDATION PLAN L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE WALK, ACRYLIC ENTRY, ACRYLIC LANAI. ALTERNATE STUDY, TRAY CEILING IN OWNERS SUITE, 8MANIFACTURERfOR EACH WINpOU' 2. F STRUCTURE 15 IN A WIND -BONE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINNG WHICH PROTECTIVE INTERIOR DOORS AT MAIN FLOOR, (3) MEDICINE 2A1 - MAIN FLOOR PLAN NOTES METHOD 15 TO BE USED. CABINETS AND PAVER DRIVEWAY, LEAD WALK AND DWELLING / GARAGE OPENINGS: PORCH. 2A2 MAIN FLOOR PLAN DIMENSIONS THEN " OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNE55, SOLID CORE (SL) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2 B 1 - UPPER FLOOR PLAN NOTES SQUARE FOOTAGE CALCULATIONS ELEVATION "IE"' MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 S3 - STRU CTU RAL DETAILS GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TER•11TES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-q"�] - S 5 - STRUCTURAL DETAILS FLOOD ZONE REQUIREMENTS: PLAID MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. F FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 2 B 2 -UPPER FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (IF APPLICABLE) : 3 - ELEVATISECTION' . ONS, ROOF PLAN, BUILDING S E CTI O N L WIND RESISTANCE OF ASPHALT SHI GLES. ASPHALT SHINGLES SHALL BE N5TALLED IN ACCORDANCE WITH SECTION 89052.6 AND 8905261. 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 Tl UNITS F L 1 -FLASHING DETAILS HORIZONTAL (2:11) AND LESS THAN FOUR UNITS VERTICAL IN U UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPL.YNG WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE 1108 TYPE IV OR ASTM D 615116 REQUIRED N ACCORDANCE WITH SECTION RW5JJ. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF FL2 -FLASHING DETAILS. NDERLAYMENT COMPLYINGWITH ASTM D 126, TYPE il, ASTM D 4869, TYPE IV OR ASTM D 615116 REQUIRED N ACCORDANCE WITH SECTION 890511 CLAY AND CONCRETE TILE (IF APPLICABLE) : - 4A - MAIN FLOOR ELECTRICAL P LAN THE NSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION N5TRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE NSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso IS DETERMINED IN ACCORDANCE WITH SECTION MU13 4 B -UPPER FLOOR ELECTRICAL PLAN OR THE RECOMMENDATIONS OF RAS 116,119 OR 110. REQUIRED UNDERLAYMENT PER FBCR - 6TH EDITION (201) RW533 SHALL. COrFO>�(M WITH ASTM p 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/1RI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso IS DETERMINED IN ACCORDANCE WITH SECTION R3 L2 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. TR - TRUSS STRAPPING CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) N1 - STRUCTURAL NOTES WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER PONT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 14" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER S1 - STRUCTURAL DETAILS TUB AND SHOWER AREAS: CEMENT FIBER -CEMENT OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWE ) IN IAN COPY S 2 D -STRUCTURAL DET AILS D COMPL CE WITH ASTM C1Y88, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECO'IMENDATIONS SHALL BE USED AS BACKERS FOR WALL 112E N TUB AND SHOWER AREAS, AND WALL PANELS N SHOWER AREAS. RECO" �,`��; Iso STATE STREET EAST OLD6MA& FLORIDA 39677 813.925.1300 TFL 813.925.1800 FAX W W WnAVISBEW&C0M TAMPA • DENVER TERMITE PROTECTION; S3 - STRU CTU RAL DETAILS L PENETRATION. PROTECTIVE SLEEVES ARM PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. F SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0210 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO S4 --STRUCTURAL DETAILS ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TER•11TES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH pEyIMD FOR CODE COMPLIANCE - S 5 - STRUCTURAL DETAILS EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. - -!�Off` PLANS EXAMINER •aa'_- TD -TRIM DETAILS MECHANICAL AND HVAC: L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR . DATE SD - STAIR TRIM DETAILS PER1'11T. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR NSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING N5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 NCHES (162 mm) DEEP AND 30 NCHES (162 mm) WIDE SHALL BE PROVIDED N FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE 3. DUCTS N THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "16 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SANFORD BUILDIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FN15HED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S N5TALLATION INSTRUCTIONS. CONSTRUED TO BE BE C A PERMIT ISSUED SHALL BE C TO PROCEED WITH THE WORK AND NOT AS ONp 5. AUXILIARY DRAIN PAN. CATEGORY IV CENSNG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN SYSTEM. THESE PAN5 SHALL BE NSTALLED N ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. LICENSE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ISE OF A PERMIT PREVENT EXHAUST FANS AND VENTING: CODES, NOR SHALL THSUANCE BUILDING OFFICIAL FROM THEREAFTER CORRECTION ERRORS PLANS, L OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHA%ED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. TI - CONSTRUCTION OR VIOLATIONS OF THIS REQUIRING A 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 NTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 NSTALLED AND LISTED ANP LABELED FOR THE APPLICATIONTHE MAXIMUM LENGTH OF THE EXHAUST DUCT NCLU NG AN , D Y TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH COMPACTION BOOSTER FAN MANUFACTURER'S NSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS COMP IRE TEST 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 QSQUIRED EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. 2582 at Slab Inspect" ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S ONCE 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 nSANFORD OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-201`1Al Ile _ Y:Z U3 0 z CD DAVIS BEWS DESIGN GROVP �,`��; Iso STATE STREET EAST OLD6MA& FLORIDA 39677 813.925.1300 TFL 813.925.1800 FAX W W WnAVISBEW&C0M TAMPA • DENVER EST. 1994 �.-- , D Y TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH COMPACTION BOOSTER FAN MANUFACTURER'S NSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS COMP IRE TEST 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 QSQUIRED EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN" Results to be Verified 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. 2582 at Slab Inspect" ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S ONCE 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 nSANFORD OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-201`1Al Ile _ Y:Z U3 0 z CD �,`��; INDICATES I - 15 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. 52'-4' VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW 4'-4" 41-0" 44" 4'-8" 4'-8" 4'-8" 34" c 4'-2" 2'-4" 3'-61 3'-6" 3'-10" 4'-4" 1'-4" PROVIDE 25" MIN. LAP WHEREAf SPLICED AND WIRE TOGETHER 3'-011x3-0" A/C _ PAD (SEE MECH. AIR HANDLER e CONTRACTOR 3'-0" LINES FROM FLuLOOR LOOR FOR LOC) ELEVATION UPPER8" CMIJ. PITCH F'4 O W.B. (-10'-3 IR" WALL ABV. 7 1/8u/ FT. --, ---� ■ ■ ■ ■ ■ 81'CM.U.WALL ABV. ■ ■b ■ -----� --■ ■ ■ ■ ■ :� -- — — � %t�v: � � 1 " • I ? v �w.c. � — — - - I4 P.Y.C. 1-0 /gyp_ �� -- — J --- J A TILE 1 L -JL— DRYER —J U PAYERS 54 `A SEAT (�, OPT. ABV. RECESS 2I �. SER 5'413'-811 ■ m 201-11" 2'-I' I'-8" 3'-10" I' -II" 51-1" 1'-8" 281-9" 8"x8' FTG. W/ I - 05 '- �? sr CONT. (TYP. AT ENTRY) 8" THICKENED EDGE I f 3/4" CONDENSATION I -STORY Z -$TORY FOOTING (TYP) FOR SHOWER RECESS I I 9'-i" DRAIN BY PLUMBER �I-4R a, 4 W/ I NO.5 BAR CONT. I I u, I w FOOTINGS ��111111/ 20" H. x 20" W. CONC. MONO -FTG. f� Zn 4 P.V.C. G 3/4 RECESS*W/ 3 - "5 CONT. REBQRS PROVIDE I I FOR ENTRY DR i6" Wxl2" DEEP FTG. 25" MIN. LAP WHERE SPLICED AND W/ 1- �5 G(�lt ` II P e s i`A �� Ci�•' • • �� 16 Wxlb DEEP FT3 , u " 1 u u z.. WIRE TOGETHER BOTT. OF FTG. / — — / W/ 1- 5 CONT. 3 -8 5 -2 5 -8 i 4' -0 4 -4;1: w c, ��•;1> I SHALL BE 1? MIDI BELOW GRADE 1=4 — — — � 2'-5" 18'-b" I I 8" Z • B co QTI A ANDREW I. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). • x ■ w 9`-811 21'-6" SI 1'-b" NQ M Q 4'-11" \ 1'-1' NOTE: ALL SLAB ANGLES — 01O ■ ■ ■ NW 77 V 1 O C:) N L m_j1 LL 4'-4"5'-4" �o Q • ARE AT 45' (UND) ,\ J ' °° 1 0 X00 �N 00 >= i / \ SI i Z a r I8"x8" FTG. w/ I - 5 �• . �ccNr rrYP AT LANAu NNW 1 0 �< Q '; ftb Icl� Ed A "I- ON T w -0 (ASSUMED) \O _w, ^ I I ZR 35" THICK 2500 OR 3000 P.S.I. PROVIDE WATER \�\� \ ►., PITCHLu PITCH CONCRETE SLAB ON GRADE W/ c2iLINE FOR ICE MAKER J TO DRAIN I Q I i/8" / FT. bx6 WIAxWl.4 MESH OR FIBER a `" CJ. CJ. ?s LuMESH OVER b MIL VAPOR I6" Wxib" DEEP FTG. w ------- ------------------ — BARRIER ON CLEAN, WELL - I — W/ 1- '5 CONT. SLAB I T AA , azo c I e COMPACTED, TERMITE TREATED, \ / n OF REF. 1..1 GRANULAR FILL - - - II _ I I - R 31-10 / \ 91-I" 31-9" 20'-011 I 8" e /LE16" Wxlb" DEEP FTG. 1 -STORY FOOTING00TING ITYPJ PAVER DRIVE A�WALK W/ 2 - S CONT. J i 20" H. x 16" W. CONC. MONO -FTG. W/ �, I S1 i 2- 5 CONT. REBARS PROVIDE I 8 I I 25" MK LAP WHERE SPLICED AND II C WIRE TOGETHER BOTr. of FTG. SHALL BE 12' MIK BELOW GRADE i D Y-011 2 -STORY 1 -STORY SI J FOOTING FOOTING 4'-4" 4'-8" 4'-8" 4`-8" 44" 1'-0" 5'-4" 5'-4" 4'-4" 4'-10" Y-6" 4'-4" 44' 41-4" 11-4" 8'4 46'4" MI -0" SI -8" GAS TANCLESS Wl4. 65'-4" GAS TANKLESS WJ4. 151-0" ELEVATION I-) 04" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED TEWITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TEWITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING LEGEND: 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE E=1 12" DEEP x3b1106" CONC. FOOTING V (4) 5 BARS EACH * * * * * * WAY. G U" DEEP &N24" CONC. FOOTING W/ (3) 5 BARS EACH WAY. F3 20" DEEP x30"x3011 CONC. FOOTING W/ (3) 5 BARS EACH WAY • JOB NUMBER • CAD ME NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 ANDREW I. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). • x ■ w Iso STATS STREET EAsi- OUXMAlt, FLORIDA 34677 813. 925. 1300 'TM 813 - 925 .1800 FAX W W WnAVISBEW&CAM TAMPA • DENVER FST. 1994 ezz� NQ M Q 01O 0 NW V 1 O C:) N L m_j1 LL O �o Q • 00 °° 1 0 X00 �N 00 >= i Z a r NNW • JOB NUMBER • CAD ME NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 - PAUL D. K[DWELL, P.E. #52683 ANDREW I. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE -ENG INEEREDTRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND - RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION ISSUPPLIEDTOTHE DAVIS BEWS DESIGN GROVP Iso STATS STREET EAsi- OUXMAlt, FLORIDA 34677 813. 925. 1300 'TM 813 - 925 .1800 FAX W W WnAVISBEW&CAM TAMPA • DENVER FST. 1994 ezz� VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 - PAUL D. K[DWELL, P.E. #52683 ANDREW I. MEISHEID, P.E. #83217 1 HEREBY CERTIFYTHAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE -ENG INEEREDTRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND - RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION ISSUPPLIEDTOTHE - - ENGINEER. SEALED FOR STRUCTURE ONLY 01O w V 1 O C:) O 1 0 00 >= InIneenne-eneen— <0 12" DEEP x30"x30" CONC. FOOTING W/ (3) 15 BARS EACH • WAY.2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM • SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FBCI;U FOUNDATION PLAN � SCALE: 1/4" - I'-0" GARAGE LEFT TRAY OPT. SHIM AS TYPICAL MASONRY REQ`D. FOR DISP. WINDOW SCHEDULE I' IA WINDOW WIDTHS :k 8" COMMON BLOCK COURSE OVER 8" • 2011 2111 3111 53" F- B Og WINDOW CALL -OUTS CEILING TEXTURE - INTERIOR TM r WHITE FLAT LATEX CEILING PAINT OC INTERIOR TRIM PAINT TO BE 1116 OSB. L7 2611 V 12 5H 1/2 32 514 22 5H 32 SH W Lu Q• S EACH END WITH (1) SIMPSON L5TA15 STRAP. THE s L_Co 39" 1/2 33 5H 23 5H 33 5H = 13 5H 3�Ej :5 N J +�+ N Im 0 51" 14 5H 1/2 34 5H 24 5H 34 SH Z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H Z_ 12" 3 16 5H 1/2 36 5H 26 514 36 5H G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, Ln W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ~ MANUFACTURER AND SPECIFICATIONS. O 0 77 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGLE HUNG -5H, CA5EMENT- CSMT, OR FIXED GLA55-1=f.) TRAY OPT. SHIM AS VARIES (SEE PLAN) REQ`D. FOR DISP. 1'-0" I' IA B O ORANGE PEEL (OR SKIP TROWEL) 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL W/(1) 05 BAR 2x STUDS (PER WALL TEXTURE. INTERIOR (COLOR c PER CSS) FLAT LATEX B Og - KNOCK DOWN (OR SKIP TROWEL) BASE CEILING TEXTURE - INTERIOR TM r WHITE FLAT LATEX CEILING PAINT OC INTERIOR TRIM PAINT TO BE 1116 OSB. SMOOTH FINISH TM WHITE LATEX O5 SEMIGLOSS TRAY OPT. SHIM AS AIR SWITCH REQ`D. FOR DISP. 1'-0" I' IA - 6" K0. BLOCK FILLED WKI) 05 BAR CONT. OVER CASING 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL W/(1) 05 BAR 2x STUDS (PER GROUTED SOLID. STD. _ S" PRE-ENGINEERED CONCRETE LINTEL 15 PLAN) FILLED W/(1) BAR BASE _ 8" LINTELS SHALL BE FILLED, BELOW 8" K0. r BLOCK FILLED AND REINFORCED W/(l)'5 BAR CABINET - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 1116 OSB. CONNECTORS AT BASE. O5 - PROVIDE (3) 26 STUDS W/(1) SMPSON HTT4 BACKM CONNECTORS AT BASE. 112" DRYWALL - PROVIDE 2 -PLY 24 NO.2 SYP BEAM W/ I/2" OSB CALI. TO AIR HANDLER DIRECT VENT DRYER THRU EXT. WALL 1.OM. LINES FROM TEMP. GL. ENCL 13 TEMP. W. 26 SH. FLAT HEADER T.OM HB. 9 -4 ON 42" H. LOW WALL UPPER FLOOR HD. AT 8'-0" O HD. AT 8'-0" AT 8'-0" AFF. 9'-4" AFF REFER TO SHEET 2A2 .I - p �, n - I. ■ ■ ■ 01. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FOR MAIN FLOOR 3-0 x3-0 A/C 3-0 x3-0 A/C�I� IPAD (SEE MED. (PAD (SEE MEOW. 20" H. TILE W.C. R PLAN DIMENSIONS SSH. ri5�►.�r--� __ ICONTRACTOR I ICONTRACTOR l Lay. SEAT LAV O IFOR LOC.? I IFOR LOC) I MC. 1 OPT- -I I OPT. - I U I- - TAM - - - - - * * * * * * - - - - - - ■ = LWASHER J LDRINER J 9,-4R �6 TILE TEMP. GL. ENCL. PORCH I ALL EMER<sENCY ESCAPE AND RESCUE CPT TILE x8 -e OPENINGS SHALL COMPLY WITH 8310 1 24" GL. SHOWER ON 42" H. LOW HALF " PER FBLR - 6TH EDITION (2011). -� 8x8 WALL a BATH e STUDY FLUSH FRAME 9 -4 PLT. UHT. 91.4" OWNER'S BATH LAUN. � T-4" 11'-4"x10'-6" 10 FURRING I FLAT HEADER 9 -4 FLAT CLG. y 9-4 �" CLG. H 9 -4 FLAT CLG. ♦ i 1 AT 8 0 AFF. A Q ` ' I CLG. CLG. GLG. �0 O FpAVERS OWNERS SUITE I TAM. 1 I 16' -0"x14' -4n 1 T-4' 9'-4" 9'-4" TRAY CLG.. 9`-4" CLG. B �+8 CLG. `�1,; ply ♦I / AFF. 1 Im ■ ■ ■ ■ ■ FLAT HDR S1 e Dc FOYER _ ( AT 4'-4" u, 4 S CLG. I o� SEE SECTION - = - - U- J I I— 0 2x8 WALL sl -41 51 1 9'-4" SLOPING 1 - - - - 5 SH. ■ LSI -411 FLAT CLG. I CLCs. CLG. LINES FROM BARREL ARCH BEARING WALLS I 2 S T-4" AIR HANDLER 5 INSULATE 8'-S" FLAT CLG. FLUSH FRAME � ( VolLIME CLG. TO FURRNG � � � L - - - -1 I UP -UPPER FLOOR e \ FROM 8'-b" R/S \ TO 8 10 I (TYP) PAVER DRIVE / LEAD WALK ■ ■ ■ STAIR DATA: r \ \ Q Q, 18 RISERS AT \\ I LINE OF SECOND I 6 OPENING BEARING 36" H. 3b" H. NEWEL 138" EACH \ FLOOR ABV. TAM. TO UNDER WALL CONTINUOUS I I . � I RA LING POST 10D0 TREADS ARCH FROM sf� 9'_4"STAIRS GRASPABLE ■ WEARING ALL 5 RAILING I I 8'-0" t0 S'-8" \ 0i5c INSULATE - 1 O \ o ABovE II 11 t.11 If 1 2 CAR GARAGE B 36" H. COUNTERTOP N n n I 1 STORY 19 -4 (SEE DETAIL ON THIS 20 -o x2o -o I T 1 1 ■ ARCH WAY O CLG. I CLG. ) \I 1 1 9'-4" PLT. HT. A SCALE: U4 :1-0 4 � ( — " I R ►�-^AA LANAI � cD SHEETS � 0 GATHERING ROOM ARCHFRa1 j i DINING I I \/ a KITCHEN BOTt. OF LINTEL I 9'-8"x14'-4" " " n - - - 19'-6"x14'-0" - 8 -011TO 81-811 10 -6 x14 -0 - _ I 1 / \ - 9'-4" " FLAT CLG. AT 8'-0" AFT. 1 9'-4-. PLT. HT. 2 -STORY VOLUME �( 1 A 9'-4" FLAT CLG. L -I INSULATE o T (I 0 BEARING WALLS u, l 1 LINE OF SECOND I 1 O 42" UPPERS I o I cS FLOOR ABV. I I I n I J I o i KNEE ■ I WALL I '� I � II RANGE L------ 1 I BOTT. of LINTEL ■ Ars'-0"AFF. � o.HL. O O --- --- 01 LG. - - AFF. ■ ■ °00000°000°00000°o°0 00000000000°00000 00000 00000°00000°000000000000 0 00°0°0°0°0°0°0°0°0°0°0 0°0°0°0°0°0°0°0°0°0° ■ ■ ■ ■ ■ ■ ■ ■ ■ T.O.M. Ol TAM 2 - 26 SH. HB. NOTE: TAM TAM. REFER TO SHEET 2A2 9.4 91-4° AT VOLUME CEILING ND. AT 8' 0" 91_4R 91_4R FOR MAIN FLOOR AFF. HATCHING INDICATES DOUBLE AFF. PLAN DIMENSIONS K0. BLOCK COURSE W/ (2) 5 IN EACH (NOT REQ'D AT OPT. GAME RM) STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UXO) • ALL STRINGERS t0 BE 2-24 n SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER • STRINGERS RUNNIN6j PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/GONG. WITH 1/4" DIA x 3" TAPCONS AT 8" OL. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJCONC) •• AT WOOD WITH (4) 0131 x 3 1/2" NAILS AT EA STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED N THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC). ATTACH FOOT TO FLOOR �• . AT CONC, W/ 1/4" DIA x 3" TAPCONS AT Tl" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/1" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3 V2" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8 11 SYP, MIN. AT 16" O.C. IF •• 1LANDING DING WITH GSTUDS AT EACH M, INCLUDES STRINGER EACONFIGURATION, BEAM SHALL BE (2) 2x •• IF LANDING IS SUPPORTED BY A IINEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 112" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131 x 3 0" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT i6" O.C. MAX ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. v 3/4" PLYWD. 42" H. DECKING RAILING 36" H. CONTINUOUS GRASPABLE RAILING o LINE OF 6'-s" MR FLOOR SYSTEM HEAD CLEARANCE BEAM FLOOR SYSTEM w 10.00" \ 2x STRINGERS (TING) 36'k Q - - - - RAILING -- IF-- STORAGE -'1" NOSING UNDER (TYP) STAIRS 2x TREADS AND °^ Ix RISERS (TYP) o M TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH R301 AND TABLE R301.5 STAIR SECTION. PER FBLR - 6TH EDITION (20171), SCALE: 1/4" =1'-0" STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A PONT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A PONT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE N NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 NCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION �c ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ V2 INCH GYPSUM BOARD PER FB.CR - 6TH EDITION (20TU R3021 AND R3021 MAIN 1=L00R STRUCTURAL LEGEND ` S" K0. BLOCK FILLED W/lU 05 BAR OVER 8" • (D_ PRE-ENGINEERED CONCRETE LINTEL FILLED WI(l) J 5 BAR IA - 6" K0. BLOCK FILLED WKI) 05 BAR CONT. OVER IWEE WALL 8" COMMON BLOCK COURSE OVER 8" • PRE-ENGINEERED CONCRETE LINTEL W/(1) 05 BAR N0 GROUTED SOLID. O• _ S" PRE-ENGINEERED CONCRETE LINTEL 15 NNn FILLED W/(1) BAR O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K0. r BLOCK FILLED AND REINFORCED W/(l)'5 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 `.,`S N M N M CONNECTORS AT BASE. O5 - PROVIDE (3) 26 STUDS W/(1) SMPSON HTT4 yL.a CONNECTORS AT BASE. © - PROVIDE 2 -PLY 24 NO.2 SYP BEAM W/ I/2" OSB Q• FLITC4 PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON L5TA15 STRAP. THE s L_Co JACK -STUDS, IN TURN, MUST BE TIED r0 THE BOTTOM PLATE WITH (2) SIMPSON 1425 CLIPS. STRUCTURAL NOTES • ALL LA.'S TO BE Fb--2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UNA. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: C.J.: RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 105 INDICATES 2.5 HATCHING LEGEND ............ • � � i � - i .•iiiiiiii•�•i� R - Value Chart ` R -VALUE (MN) FRAME WALLS (WHERE APPLICABLE) z_o:4o 0 J •� N Wlop •Z. 70 IWEE WALL •., �� . R I3 N0 HATCHING LEGEND ............ • � � i � - i .•iiiiiiii•�•i� R - Value Chart WALL CONSTRUCTION R -VALUE (MN) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 IWEE WALL R 30 GARAGE FRAME WALLS R I3 MAIN FLOOR PLAN NOTES GARAGSCALE: EF7 JOB NUMBER - • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 DILVIS BENS DESIGN GROVP 150 STATE STREET EASC OLD6MAR, FLORIDA 34677 813.92.5.1300 TEZ 80. 925. 1800 FAX W W W.DAW%EW5.CAM TAMPA • D1ETgNI R. EST. 1994 �.-- x m N0 O NNn r N1 `.,`S N M N M yL.a Q• 00 s L_Co �bM �N 3�Ej :5 N +�+ N Im JOB NUMBER - • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 .■� mi■ VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, ANO FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY \I O W C:) O O 0Z 0 O 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS DILVIS BENS DESIGN GROVP 150 STATE STREET EASC OLD6MAR, FLORIDA 34677 813.92.5.1300 TEZ 80. 925. 1800 FAX W W W.DAW%EW5.CAM TAMPA • D1ETgNI R. EST. 1994 �.-- .■� mi■ VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, ANO FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY \I O W C:) O O 0Z 0 O 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS . P-4" 1 Q:C/) ; Z :Z ; O . • p N _• co •U� O • MAIN FLOOR PLAN DIMENSIONS INCLUDED ELEV. SHOWNxALE. u4" : P -m" GARAGE LEFT �o SII X cc w DAIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RDMA 34677 813.92_5.1300 TEL 80.925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER Nco M 0 0 Nti co P,M B mJ" � W L ` r� cc 00 . P-4" 1 Q:C/) ; Z :Z ; O . • p N _• co •U� O • MAIN FLOOR PLAN DIMENSIONS INCLUDED ELEV. SHOWNxALE. u4" : P -m" GARAGE LEFT �o SII • JOB NUMBER — • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 X cc w DAIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RDMA 34677 813.92_5.1300 TEL 80.925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER Nco M 0 0 Nti co P,M or mJ" � W L ` cc 00 _LCD 0 9NM 1 �E 0 o�M =Q� • JOB NUMBER — • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 Sl 2 '1C -in : VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0O V) O O z C:)- CO 0 2582 • Tl TLE • MAIN FLOOR PLAN DIMENSIONS DAIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, RDMA 34677 813.92_5.1300 TEL 80.925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER •-�.-� EST. 19% ez=-- Sl 2 '1C -in : VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0O V) O O z C:)- CO 0 2582 • Tl TLE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5LR - 6TH EDITION (2011. WALL- WALLT UPPER F=LOOR 6TRUCTURAL LEGEND O TYPICAL WOOD FRAME NQD M� CONNECTOR$ AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS W/ (1) SIMPSON HTT4 "^ WINDOW WIDTHS O9 -PROVIDE 2 -PLY L15B x 1211 LVL BEAM NAILED N ai 2011 2411 3611 4811 H L WINDOW CALL -OUTS ® - PROVIDE 2 -PLY 2x11 NO.2 SYP BEAM W/ 1/2" OSB L (D 2011 1818 FjG. 2(018 FTS. 3018 FiS. 4018 F.S. p sQc ho QOM �N > _ 2411 O 1820 FjG. 2020 F. S. 3020 F.G. 4020 F.C. Lo 0 3611 1830 5H 2030 5H 3030 5H 4030 5H Z 4811 0 1840 514 2040 5H 3040 5H 4040 5H Z 6011 1850 5H 2050 5H 3050 5H 4050 5H 3: 1211 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOWS, w WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- FjG.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5LR - 6TH EDITION (2011. WALL- WALLT UPPER F=LOOR 6TRUCTURAL LEGEND O - PROVIDE (3)1x4 STUDS W/ (1) SIMPSON HTT4 NQD M� CONNECTOR$ AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (1) SIMPSON HTT4 "^ CONNECTORS AT BASE. O9 -PROVIDE 2 -PLY L15B x 1211 LVL BEAM NAILED N ai TOGETHER W/ (2) ROWS OF Ibd NAILS AT 1211 O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUD$ AT EACH END WITH (2) SIMP50N L M5TA30 STRAPS. ® - PROVIDE 2 -PLY 2x11 NO.2 SYP BEAM W/ 1/2" OSB L FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT ¢ • EACH END WITH (I) SIMPSON LSTAI2 STRAP. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 PSI MR ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 UKO. ALL EXTERIOR WALL$ TO BE CONSIDERED $HEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA U. - a:� W Q ` �Y0 4 �0� C" iii � ••• • : �� `� NOTE: ROOF LINES CHANGE W/ ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 3D, 3E, AND 3F FOR CORRESPONDING ROOF LINES. WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW Is LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENING$ THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 14 INCHES OF THE FINISHED FLOOR PER FB:CR - 6TH EDITION (2011) R3112 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REMIREMENTS OF A6TM F 2090 PER FBLP, - 6TH EDITION (207) 8322 UPPER FLOOR PLAN NOTES. GARAGSCALE: EFT x 2 w • JOB NUMBER - • CAD FILE NAME LOT 84 ISSUED 01-04-18 REwSED 07-16-18 NQD M� DAMS BEWS DESIGN GROVP O 150 SCATS STREET EAST OIDISMAIi, FLCRMA 3467 813.925.1300 TM 80. 925. 1800 FAX W W W.DAW%EWSCAM TAMPA • DENVER "^ N ai L co 0 L L ¢ • C p sQc ho QOM �N > w a,; Zai ++ Lo • JOB NUMBER - • CAD FILE NAME LOT 84 ISSUED 01-04-18 REwSED 07-16-18 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND TTTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENnAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. - SEALED FOR STRUCTURE ONLY V 1 0 _ z 0 d- w (f) 0 oC 0 oc oC m z oc 0 0z 00 C:) 2582 • T17LE • UPPER FLOOR PLAN NOTES DETAILS DAMS BEWS DESIGN GROVP 150 SCATS STREET EAST OIDISMAIi, FLCRMA 3467 813.925.1300 TM 80. 925. 1800 FAX W W W.DAW%EWSCAM TAMPA • DENVER -- EST: 1994 . - VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND TTTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENnAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. - SEALED FOR STRUCTURE ONLY V 1 0 _ z 0 d- w (f) 0 oC 0 oc oC m z oc 0 0z 00 C:) 2582 • T17LE • UPPER FLOOR PLAN NOTES DETAILS ii kd'_dB • JOB NUMBER — • CAD FlLE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 X w DAVIS BEWS DESIGN GROUP ANDREW J. MEISHEID, P.E. #83217 " aD -- EST. 19" ezz—_-_ THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY c - z 0 N01 N (o M cn L cc 0 L. aQ• nc pC 00 =�0 z 0 C:) 3�E wQti 1- 0z� c ' d- J 41 r rrAA Lo 0) W • _<CD • JOB NUMBER — • CAD FlLE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 B.: CLQ VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 DAVIS BEWS DESIGN GROUP ANDREW J. MEISHEID, P.E. #83217 L50 SLATE STREET EAST OLDSAAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAW%EWS.COM TAMPA • DENVER. -- EST. 19" ezz—_-_ B.: CLQ VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 2582, • 777LE • UPPER FLOOR PLAN DIMENSIONS • PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY c - z 0 d-' 0W cn 0 C:) nc pC m z C:) 1- 0z d- J 00 i- F- _<CD 2582, • 777LE • UPPER FLOOR PLAN DIMENSIONS • 1 - - - - - - - - - - ------- 1 I I -------------------- i �► LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. i 6:11 6:12 I ---------L 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. ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. r 1 _ I 1 CONC. LINTEL �c WINDoW FALL PROTECTION 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - bN EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER F.5LR - bTH EDITION (2011) R3122 EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM VtIY I Ktl1U1Kt1vICIV I J — --------I------ ------------------- I In" THICK I L' VENTILATION CALCULATIONS 1 1 ,u 0 SAND FINISH TYP. , T N� N ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. KEYSTONE OVERHANG AT HIP AA ROOFPLAN 7 a (IF APPLICABLE) (UND) X 144 = 67 SQ. IN. 0 RAISED 6:12 4 QOM w (� SAND FINISH 4•12 rQh j HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. .0 i 4 LO # UPPER 2/3 ROOF VENTS REQUIRED =1 1 I I HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. — ------I — — — — — — — — — — ACTUAL SOFFIT VENTILATION =124.8 SQ. IN.I L ul b:12 I ` yio I 1 1 , UPPER ROOF i f VENT REQUIREMENTS i I VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. ; X 144 = 703 SQ. IN. I u1 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 , HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. i 1 ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. 1 , I , 1 - - - - - - - - - - ------- 1 I I -------------------- i �► LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. i 6:11 6:12 I ---------L 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. ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. r 1 _ I 1 CONC. LINTEL �c WINDoW FALL PROTECTION 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - bN EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER F.5LR - bTH EDITION (2011) R3122 EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM --------------------------- �e X w I In" THICK I L' N OD MW 1 1 ,u 0 SAND FINISH TYP. , T N� N KEYSTONE OVERHANG AT HIP AA ROOFPLAN 7 a (IF APPLICABLE) (UND) - 0 RAISED 6:12 4 QOM w (� SAND FINISH I rQh j , 4 LO 1 - - - - - - - - - - ------- 1 I I -------------------- i �► LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. i 6:11 6:12 I ---------L 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. ACTUAL SOFFIT VENTILATION = 381.3 SQ. IN. r 1 _ I 1 CONC. LINTEL �c WINDoW FALL PROTECTION 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 FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - bN EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 20W PER F.5LR - bTH EDITION (2011) R3122 EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM TEXTURED BANDING --------------------------- X w I In" THICK 11-0" L' N OD MW 0 SAND FINISH TYP. T N� N KEYSTONE OVERHANG AT HIP AA ROOFPLAN 7 a (IF APPLICABLE) (UND) - 0 RAISED SCALE: 1/8" =1'-0" QOM w (� SAND FINISH TEXTURED BANDING TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 6� 12 GIRDER TRUSS --\ .SECTION AA. SCALE: Van =1'-0" GRADE LINE -� (ASSUMED) NOTE: ALL BANDING IS TO BE RAISED SAND FINISH 11,.1TRUSS Q6 FRONT ELEVATION SCALE: V4" =1'-0" %%J11111,16.� b33�(c��i • . :�— O; Did 2 •••.•••••• • • O �`` Vd PLT. IST. 4" BANDING (TYPj 1'4" W. x 54" H. DECORATIVE b FIXED SHUTTERS -- T 4" BANDING 12 (TYP) SECOND F.F. LINE 7tTAM - b" BANDING 41t BANDING TEXTURED e FINISH MAIN FF. LINE 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) b ab 12 12 1212 � 12 6� / ab 6 ab SLE 6�SHINGLE Q6 ab LSHII�sLE SHINGLE 6� �SHMGLE ROOF�-SHINGLE ROOF ROOF R�� 12 Qb PLT. HT._ - - - - - PLT. HT, _ PLT. IST. ROOF PLT. Ht_ PLT. HT. _ - - - - - _ - - - PLT. HT. ZSTUCCO LS111000 a,E LSTUCCO e e 0 �$TUCCO o� o, STUCCO STUCCO i■o FINISH TEMP. zsn= m FINISH 7 4� SHINGLE FINISH 7 T' FINISH 7 �b FINISH? * FTs. Ffs. T FINISH °' 6 12 SHINGLE * r FINISH,cp /l /l /l SECOND F.F. LINE 8" ROOF SECOND FF. LINE ROOF 8 jZ5WLE — _SECOND F.F.FLINE SECOND FF. LINE 8B SHINGLE a4 SECOND FF. LINE SECOND FF. LINE _ Rpp7 6� g SECOND FF. LINE SECOND FF. LINE SECOND FF. LINE T.O.M. _ - TOM. - `�' T.011. _ . ROOF T.OM. _ "' T.O.M. - - — TOM X w 160 STATS SrR= EASI' CIUM utz, RDMA 34677 813.92.5.1300 TEL 813.925.1800 FAX V Y WAAVISBEWSCOM TAMPA • DENVER L' N OD MW 0 N^ T N� N ■� L 2 J IL 5 L. L �a • a 0 El QOM w (� TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" 6� 12 GIRDER TRUSS --\ .SECTION AA. SCALE: Van =1'-0" GRADE LINE -� (ASSUMED) NOTE: ALL BANDING IS TO BE RAISED SAND FINISH 11,.1TRUSS Q6 FRONT ELEVATION SCALE: V4" =1'-0" %%J11111,16.� b33�(c��i • . :�— O; Did 2 •••.•••••• • • O �`` Vd PLT. IST. 4" BANDING (TYPj 1'4" W. x 54" H. DECORATIVE b FIXED SHUTTERS -- T 4" BANDING 12 (TYP) SECOND F.F. LINE 7tTAM - b" BANDING 41t BANDING TEXTURED e FINISH MAIN FF. LINE 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) b ab 12 12 1212 � 12 6� / ab 6 ab SLE 6�SHINGLE Q6 ab LSHII�sLE SHINGLE 6� �SHMGLE ROOF�-SHINGLE ROOF ROOF R�� 12 Qb PLT. HT._ - - - - - PLT. HT, _ PLT. IST. ROOF PLT. Ht_ PLT. HT. _ - - - - - _ - - - PLT. HT. ZSTUCCO LS111000 a,E LSTUCCO e e 0 �$TUCCO o� o, STUCCO STUCCO i■o FINISH TEMP. zsn= m FINISH 7 4� SHINGLE FINISH 7 T' FINISH 7 �b FINISH? * FTs. Ffs. T FINISH °' 6 12 SHINGLE * r FINISH,cp /l /l /l SECOND F.F. LINE 8" ROOF SECOND FF. LINE ROOF 8 jZ5WLE — _SECOND F.F.FLINE SECOND FF. LINE 8B SHINGLE a4 SECOND FF. LINE SECOND FF. LINE _ Rpp7 6� g SECOND FF. LINE SECOND FF. LINE SECOND FF. LINE T.O.M. _ - TOM. - `�' T.011. _ . ROOF T.OM. _ "' T.O.M. - - — TOM • JOB NUMBER • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 X w 160 STATS SrR= EASI' CIUM utz, RDMA 34677 813.92.5.1300 TEL 813.925.1800 FAX V Y WAAVISBEWSCOM TAMPA • DENVER L' N OD MW 0 N^ T N� N ■� L 2 J IL 5 L. L �a • 0 El QOM w (� rQh < ZIa^� 4 LO • JOB NUMBER • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 )I PAUL D. KIDWEL4 P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY - z 00 r O O W O C:) e 1-0" TEXTURED -TEXTURED ZTEXTURED -/TEXTURED ZTEXrURED ZTEXTURIED ZTEXTURE 1) MPZ2582 / D?EFISH FISFINISH FINISH? FIISHFINISH FINISH H ? ' N? "' _ • �r MAIN FF. LINE _ _ _ - _ _ _ _ _ _ MAIN FF. LME_ MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ MAIN FF. LINE MAIN FF. LINE_ MAIN FF. LME GRADE LME GRADE LINE GRADE LNE GRADE LME GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) LEFT ELEVATION,REAR ELEVATION RIGHT ELEVATION. SCALE: VS" = 1'-0" SCALE: VS" = 1'-0" p 1 II SCALE: US = I -0 IL I DAVIS BEWS DESIGN GROVP 160 STATS SrR= EASI' CIUM utz, RDMA 34677 813.92.5.1300 TEL 813.925.1800 FAX V Y WAAVISBEWSCOM TAMPA • DENVER -- EST 1994 ezz:� VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 )I PAUL D. KIDWEL4 P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY - z 00 r O O W O C:) e 1-0" TEXTURED -TEXTURED ZTEXTURED -/TEXTURED ZTEXrURED ZTEXTURIED ZTEXTURE 1) MPZ2582 / D?EFISH FISFINISH FINISH? FIISHFINISH FINISH H ? ' N? "' _ • �r MAIN FF. LINE _ _ _ - _ _ _ _ _ _ MAIN FF. LME_ MAIN F.F. LINE _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ MAIN FF. LINE MAIN FF. LINE_ MAIN FF. LME GRADE LME GRADE LINE GRADE LNE GRADE LME GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) LEFT ELEVATION,REAR ELEVATION RIGHT ELEVATION. SCALE: VS" = 1'-0" SCALE: VS" = 1'-0" p 1 II SCALE: US = I -0 BUILDING WRAP TO GO OVER FLASHING r I FLASHING TO BE FLEXIBLE SELF j #1 ADHESIVE TYPE (MIN 6 WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AKIn C\/TCMIr1M 0LJCATLJIAIn OF MATERIAL PER VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN gk BRG. HGT. JM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A SILL PLATE s 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 AND UP WALL BY 6" Mill L WATERPROOF MEMBRANE �- 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY 15/32 O.S.B. SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z >50 STATE SrREEr EAST OLE& nR, FLCPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER NOTE: SEE STRUCTURAL SHEETS Th, FOLD UP WEATHER FR FLASHING UNDER S.G.D. ASRUBBER 2017 FBCR SECTION 1703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To RESISTIVE BARRIER & TEMPORARILY SECURE i MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF RFs�sr FLASHING TO EXTEND 36" EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL I � CONST. ADHESIVE TO BE APPLIED ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER SHEATHING W/ CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE R BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE PER BUILDER �4 :2,5 'p n I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL PROVIDE FLASHING 3�E WEATHER RESISTIVE I EXTERIOR FINISH WATER PROOF CAULKING tJ4aN m �^ BOOT AT POSTS �+ r PER BUILDER 1 STUCCO STOP s PROVIDE SELF ADHERED WATERPROOF MEMBRANE SILL PLATE FLASHING FLOOR SHEATHING LAPPING DOWN OVER RIM JOIST (SEE DETAIL B ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF AND UP WALL BY 6" Mill L WATERPROOF MEMBRANE �- 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY 8' CMU BLOCK `s SEE STRUCTURAL TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING L COVER' N WALL 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH x >50 STATE SrREEr EAST OLE& nR, FLCPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER NOTE: SEE STRUCTURAL SHEETS Th, FOLD UP WEATHER FR FOR INFORMATION NOT SHOWN. 2017 FBCR SECTION 1703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To RESISTIVE BARRIER & TEMPORARILY SECURE 2X EXT WALL ALLOW FOR FLASHING INSTALLATION RFs�sr FLASHING TO EXTEND 36" EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER SHEATHING W/ EXTERIOR FINISH Lo WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE R BUILDING WRAP BEYOND REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PER BUILDER �4 :2,5 'p n PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE FLASHING. PROVIDE FLASHING 3�E WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. tJ4aN m �^ BOOT AT POSTS �+ 000 zN2a BARRIER 1 STUCCO STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE SILL PLATE FLOOR SHEATHING . (SEE DETAIL B ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF FOR OPTIONS) FLASHING. i THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS FLOOR I 4 P� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TRUSS CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE � I 2X8 TRIM BOARD EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING R703.4 FLASHING FLASHING -/......w.:...,4 SHEATHING LAPPING DOWN OVER RIM JOIST 1 0 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT AND UP WALL BY 6" ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SEE STRUCTURAL FOR FLASHINGCOMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR CONNECTORS FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT FLOOR TRUSS NOTES: :-i= TEXTURED CEMENT SEE STRUCTURAL CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THETYPE OF PLASTER FINISH 8' CMU BLOCK `s SEE STRUCTURAL TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING L COVER' N WALL 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH x >50 STATE SrREEr EAST OLE& nR, FLCPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER FLASHING TO FORM WATER SHEDDING LAPS Th, FOLD UP WEATHER FR 2017 FBCR SECTION 1703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION RFs�sr EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER . W�/, co Y/ T Lo WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE R 6GLL. L REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. �4 :2,5 'p n PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE `o-iCo 3�E WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. tJ4aN m �^ �+ 000 zN2a BARRIER R703.2 WATER -RESISTIVE BARRIER SILL PLATE ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH . (SEE DETAIL B ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF FOR OPTIONS) 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 P� THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING FLASHING -/......w.:...,4 1 0 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 FLASHINGCOMPONENTS. 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 NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THETYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6"WIDE) SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 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 COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT THROUGH FLASHING BARRIERTf <Z� :\ ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE WEATHER �� EXTERIOR INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED RESISTIVE SHEATHING IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE BARRIER WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO TAPE SILL PLATE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 2 � (ASSEMBLED 1 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. WINDOW) FLASHING 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. FLASHING DO NOT FLASH OVER BOTTOM 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH NAILING FLANGE HEAD FLASHING TIE-IN PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. INSTRUCTIONS: NOTES: 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS CONSTRUCTION. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 6. AT WALL AND ROOF INTERSECTIONS. 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE 7. AT BUILT-IN GUTTERS. TYPICAL WINDOW FLASHING DETAIL JOB NUMBER 27002.000 CAD RLE NAME FL ISSUED 01-05-18 REVISED x >50 STATE SrREEr EAST OLE& nR, FLCPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER ---�-� EST: 1994 e�_ U �o 0 1 ; ..AA Y/ . W�/, co Y/ T Lo m N 6GLL. L 0 0 :2,5 'p n `o-iCo 3�E 1L Y tJ4aN m �^ �+ 000 zN2a JOB NUMBER 27002.000 CAD RLE NAME FL ISSUED 01-05-18 REVISED 77 ME • FLASHING DETAILS DAVIS BEWS DESIGN GROVP >50 STATE SrREEr EAST OLE& nR, FLCPMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER ---�-� EST: 1994 e�_ 77 ME • FLASHING DETAILS SHEATHING 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 WEATHER RESISTIVE APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT TEXTURE BARRIER v WINDOW UNIT ACCORDANCE WITH ASTMC1063 FINISH COAT DOOR ROUGH OPENING BUILDING PAPER BUILDING PAPER 7/16" O.S.B. SLOPE ' SHEATHING BROWN COAT0.3 in :12.0 in o�CWO ' '� �� ' WOOD FRAME (0.6 cm ` 30.5 cm) SCREED 2" BELOW TOP OF SCRATCH COAT CONSTR. 3/4"-1" BEAD OF CONSTR. 3 1/2" - UNPERFORATED SELF ADHERED ADHESIVE TO BE APPLIED UNDERSELF -ADHERED FLASHING JOINT ONLY SELF -FURRING LATH FLASHING BY THRESHOLD OF DOOR AND RETURN MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF LAPPING DOWN UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR WEEP SCREED ° OVER RIM JOIST AND OR EQUAL WEATHER PROOF ABOVE ROOF 1/2" CEMENTITIOUS ° TWO LAYERS WRB UP WALL BY 6 IN. I CAULKING CEMT. FIN. o,o o.o ALL INSIDE AND SELF -ADHERED FLASHING BUILDING PAPER ° WEEP SCREED • TERMINATE SELF • SEAL TOPS OF ' WIRE LA LATH ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. JOISTS UNDER tik' SUBFLOOR DECKING (SEE *' DETAIL WP07) ;..,.. SELF ADHESIVE RIM JOIST FLASHING MASONRY BLOCK WALL SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED RUBBERIZED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED BE APPLIED UNDER THRESHOLD OF FLASHING JAMB & HEAD DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING REFER TO TECHNICAL / LIQUID NAIL BRAND OR EQUAL - FLANGED WINDOW (SEE LETTER ON CHEMICAL WEATHER PROOF CAULKING DETAIL WP01) SCORED COMPATIBILITY ' RELEASE PAPER SELF -ADHERED FLASHING / • SELF -ADHERED FLASHING, (BEFORE FOLDING: SCORE EXTEND A�MINIIMUM 6" RELEASE PAPER TO EXPOSE / WALL SHEATHING ASPHALT SEALANT: CONT . GALV. "L" EXTEND MIN. OF 6" �j FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANTAPPLIED MIN: 3:12 SLOPE j CRICKET AS PLASTER STOP BEHIND FLASHING (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A %' :> • r > BY PLAN LOCATIONS) AT ENTRY 6 jj .> a r a >. - SHINGLE OVER MINIMUM OF 6" ABOVE FLASHING W/ TAR VERTICAL RISE OF a• > > > v., • Is, FLASHING AT KNEEWALL ,ai:;:r.;• 'y > ; \ CONT. GALV. "L" FLASHING PER DIVE TER FLASHING . s»,v' r» ; " Y' MANUFACTURES Mi t ' SPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR DRIP EDGE ' ' " ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FLASHING DETAILS FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS OVER ROOF ..:•.: "• :"• ', "• r. " '�-.`r•,:'•.:; : • :: � c• : •• ,; SHINGLES W/ TAR r're. n r: M r, :: :: " HOLD EXTERIOR • w w �' �':: �+ : X:` i• : : a .• c• FINISH 2" ABOVE i%•"• ,' , •"•' �� :� r ROOF SHINGLE PER FLASHING CONTRACT ti „ a " : :: r :: ' as ..•r» RO OF °EpK .r.r. •. 'M. ti ri »;. METAL DRIP EDGE TO a.`=a:>.,>.• q� yS+ BE UNDER CAULKING .�. :�c: a4,'.''`''•" ? 1/515 1-1 U N DERLAYM E NT AT 1, � FS ROOF EAVES - :.;.°>�: ' TYPICAL ROOF TO ygti S,o��P WALL FLASHING DETAIL gr�To5�°°��5 °°`'R5� o °°`'R5� 5s a `>. . .. 4� 3R O�lR cue RAKE METAL DRIP EDGE TO BE OVER s EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 FIGURE 'L: WALL FINISH CERTAINTEEDWINTERGUARD 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 TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE COURSE USED FLASHINGEMBED EACH SHINGLE IN A 2" 6 TO 12" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT PER PLAN VALLEY CENTERLINE RAGING CEMENT. 6„ HIGH SPEC'S. DIVERTER 6� �`�t� CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV. 'L' FLASHING TYPICAL. TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT _ MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER 7/16" O.S.B. / 7/16" O.S.B. ' SHEATHING � �� SHEATHING o�CWO ' '� �� ' KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 3 1/2" - UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH o,o o.o ALL INSIDE AND CEMENT PLASTER IN--� ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR l NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. .p•�' ' •o OUTSIDE CORNER ' °•�•p• WILL NEED TO BE �•p•p MITER CUT AND a CAULKED ALL BUTT •p• o•� JOINTS NEED TO BE O•�•p•o p00•�' EMBEDDED IN • �•p p , SEALANT USING VULCUM CAULK FOR ALL )UBLE JOIST :AM BELOW 2 1/2" PERFORATED `- °• BLOCK FLANGE 1/2" WEEP °•o SCREED •.o •p INSTALL BOTTOM EDGE OF SLAB WEEP SCREED V BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE U SELF -ADHERED FLASHING PATCH • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED x co DAVIS BEWS DESIGN GROVP toW) J'� O 150 STATE STREET EAST CXDSMAR, FLCRMA 39677 813. 925. L300 TEL 813. 925. 1800 FAX WWW.DAVLSBEWS.CAM TAMPA • DENVER _ 0 Jc�+iNa Y/ ONCiM 1 M Q Q 00 °2 .6N o�CWO LL Y W LJrN OILm T Z N It • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODSTO BE USED_ • TI7LE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST CXDSMAR, FLCRMA 39677 813. 925. L300 TEL 813. 925. 1800 FAX WWW.DAVLSBEWS.CAM TAMPA • DENVER _ FST. 1994 fzz:- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODSTO BE USED_ • TI7LE • FLASHING DETAILS ELEC 1 fRICAL <E*r 4/0 ALU. CABLE 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER (2) A/C MAN DISCONNECT METER DISCOMI WEATHERPROOF DUPLEX OUTLET COMBO - SQUARE DA t GROUND FAULT NTERR<JPTER DUPLEX OUTLET — — — , — — — DISC. REFER TO FLOOR I4;�: HALF -SWITCHED DUPLEX OUTLET i COACH PLAN FOR NOTED MAN DISC. [a SPECIAL PURPOSE OUTLET I I I AT 48' LIGHT DUPLEX OUTLET N FLOOR r---------- L ---J L ----j 210 VOLT OUTLET WATER HEATER UNDERGROUND I WALL SWATCH GL. VERIFY ALL 00 13 THREE-WAY SWITCH WP. SMOKE DETECTORS GROUND ROD I 14 FOUR-WAY SWATCH Ori. TO BE HARD -WIRED ( $ D DIMMER SWITCH RISER DIAGRAM I CEILING: MOM NCANDESCENT LIGHT FIXTURE ELECTRICAL MATERIALS AND INSTALLATIONS SHALL I �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 0 RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAN TRACK LIGHT I ( FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN L i� EXHAUST FANLIGHT COMBINATION - ®D ELECTRIC DOOR OPERATOR (OPTIONAL.) I ® CHMS (OPTIONAL) / El PUSHBUTTON SWATCH (OPTIONAL) L— ® CARBON MONOXIDE DETECTOR su SMOKE DETECTOR (ARC -FAULT) I (go SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I< TELEPHONE (OPTIONAL) I ® TELEVISION (OPTIONAL) I L (D THERMOSTAT rD ELECTRIC METER I STD. LIGHT ELECTRIC PANEL I Clot FAN -� DlX4"CT SWnTCH ( < ® SPEAKER (OPTIONAL) ROUGH -N FOR OPT. CEILING FAN I v J ( <1 CEILNG MOUNTED INCANDESCENT LIGHT FIXTURE TLV G J ROUGH -N FOR OPT. CEILING FAN NOTES L PROVIDE AND INSTALL GROMID FART CIRCUIT-NTERIZPTERS (GFJJ AS INDICATED — — — — ON PLANS OR AS ITEM No. 4 AND 5 BELOW NDICATES. 2. UNLESS OTHERWISE NDICATED, INSTALL SWATCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES ...42' OUTLETS..... 14' TELEPHONE . J4' (UNLESS ABV COUNTERTOP) TELEVISION.. J4' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 6A AND 20A RECEPTACLES IN KITCHENS, SLEEPNG ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SMIROGMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WALL REQUIRE A COMBINATION TYPE AFLJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEL. 2014 40611 AND 40613 5. ALL SA AND 20A VOV RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFLJ. PROTECTED (GFJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL W10R1C IS IN FULL COMPLIANCE WITH NY -PA 10, NF -c 2014, F.B.C.R. - 6TH EDITION (20It), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BUSING 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. RECEA THEIR PRIMARY POWER FROM THE BUILDING WRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH A A;VS SHALL HAVE BATTERY BACKUP. COMBINATION SMCKDCARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. OUTLET +14' W.P. GFJ. FOR T.U.G. SERVICE MAIN FLOOR ELECTRICAL PLAN, GARAGE - LEFT 4/0 ALU. CABLE x 0 w I Ae DAVIS BEWS DESIGN GROVP A/C MAN DISCONNECT METER - ES x.1994 - COMBO - SQUARE DA N^ DISC. REFER TO FLOOR GsIFJ COACH PLAN FOR NOTED MAN DISC. INSIDE AT 48' LIGHT PANEL r---------- NLS WATER HEATER UNDERGROUND I COPPER To RANGE GL. VERIFY ALL 00 POWER COMPANY SMOKE DETECTORS GROUND ROD \ TO BE HARD -WIRED ( ELECTRICAL RISER DIAGRAM I Z<" ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WI APPLICABLE PROVISIONS OF THE NATIONAL L0 ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. I ( i I �R GARAGE - I / L— — — — - — — — ELEC. PANEL 200 AMP ai G.N. AT 48' AT �� IRRIG. COACH LIGHT MAIN FLOOR ELECTRICAL PLAN, GARAGE - LEFT 4/0 ALU. CABLE x 0 w I Ae DAVIS BEWS DESIGN GROVP A/C MAN DISCONNECT METER - ES x.1994 - COMBO - SQUARE DA N^ DISC. REFER TO FLOOR TYP X14 AND h2 COPPER TO PLAN FOR NOTED MAN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL V COPPER TO NLS WATER HEATER UNDERGROUND I COPPER To RANGE SERVICE BY 00 POWER COMPANY '4 COPPER ?0 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: Z<" ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WI APPLICABLE PROVISIONS OF THE NATIONAL L0 ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN, GARAGE - LEFT JOB NUMBER CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 x 0 w I Ae DAVIS BEWS DESIGN GROVP NW - ES x.1994 - 0 N^ N `.'ci NLS L L QOD. 00 oS "N0 pan Z<" L0 JOB NUMBER CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 2582 • 7771E • MAIN FLOOR ELEC. PLAN I Ae DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST CUWAAR, RDRMA 34677 813.925.1300 TEL 813.925.1800 FAX WW MAVISBEWSCAM TAMPA • DENVER - ES x.1994 - 2582 • 7771E • MAIN FLOOR ELEC. PLAN ELECTfRICAL KE� DUPLEX OUTLET ABOVE COUNTER w� OO$LR lIE�4TFERPROOF DUPLEX OUTLET BATH 2 WP. p vX i).FL GROIAID FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLETL11 I \ / SPECIAL PURPO�aE OUTLET DUPLEX OUTLET IN FLOOR O 110 VOLT OUTLET ROUGH -N /� WALL SWITCH FOR OPT. -t3 THREE-WAY SWITCH FANILK,HT ® — 4 FOUR-WAY SWITCH BEDROOM 2 I TCH`'"D -tD DIMMER SWITCH II IN ATTIC CEILING MOUNTED INCANDESCENT LW FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,O, — ; RECESSED INCANDESCENT LICsHT FIXTURE LW FIXTURE WITH FULL CHAIN TRACK LK,HT SD CM FLUORESCENT LW FIXTURE — — — — — — — — — — 4 EXHAUST FAN EXHAUST FANILW C"INATICN f ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Id PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (SC -FAULT) I , DOW SMOKE / CARBON MONO. COMBO DETECTOR (ARC-FAULT)WTI i<11/ 0 F4 TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL-) QQ TIERMOStat I ROUGH -N (ffl ELECTRIC METER I FOR OPT. ELECTRIC PANEL I FAN/Lw —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) R0U3H-IN FOR OPT. CEILING FAN �J c , CEILING: WNW INCANDESCENT LIGHT FIXTURE Wi G J ROUGH -N FOR OPT. CEILING FAN NOTES" L PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFT) AS NDICATEp ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL. SWITCHES AND RECEPTACLES AT THE FOLLOWING: IEIGHTS A50VE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. .141 (UNLESS A5V COUNTERTOP) TELEVISION..14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN UCTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL ETA AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 40612 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFLl. PROTECTED (GFl). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NY -PA 10, NEC 2014, FBLR - 6tH EDITION (2011), AND ALL APPLICABLE LOCAL. STANDARDS, CODES, AND ORDINANCES. I EVERY BUILDING HAVING: A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIKPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALA 416 SHALL RECEIVE THEIR PRIMARY POUTER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAig1S SHALL HAVE BATTERY BACKUP. COMBINATION SMOKEJCARBON MONOXIDE ALA;VS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. i r MZ LauvvoPT--1 t L&T UPPER FLOOR ELECTRICAL PLAN • JOB NUMBER — • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 x w DAVIS BEWS DESIGN GROVP NW --- FST. 1994 O N Nh ,0A Y/ ai J 1 LL 00 0 C �co W 3�Em0M t< Z r�n T YI • JOB NUMBER — • CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 2582 • TITLE • UPPER FLOOR ELEC. PLAN DAVIS BEWS DESIGN GROVP 150 STATE S1REEr EAST OLDEMMt. FWRMA 34677 813. 925. L300 TEL 813. 925. 1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER --- FST. 1994 2582 • TITLE • UPPER FLOOR ELEC. PLAN FLOOR TRUSSES A.B. INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN SIMPSON 26 SIMP50N M5TCM60 V (20)-I6d SINKERS AND (14) 114" x 2 114" TITEN 1 ''''�� x SET -XP EPDXY. (TTP S.T.P. FRAME TO MASONRY) SCREWS •``• FRAMING FASIEN R CAPACItY LEGEND NOTES: AT LOWER .ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE L TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL a ,, SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - ALTEGREATER STRAPPINGATE STRAPPING: MAYBE USE[) IF I 6 EMAL TO OR `II111111///1 j�N THAN P LOAD VALUE OF THE STRAPPING ```�� ••.*.► • 2. CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C -C-2011), %� . %. AND ARE PROVIDED FOR REFERENCE. SEE MANN. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA Y �z 111 o Q �Q TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 5DS25600 SCREWS AT EA. STUD Oro" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE L_ CD ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS 0Qn SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A$. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING zLLM T (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE NNW MASONRY 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 G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (1611 O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT momomma OR HTSl6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY. U.N.O. O SIMPSON MTSMIb, 20 - (1)10d w/ (4) 1/4" x 2 114" TITEN (TYP. FRAME TO MASONRY) 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4" DIA AB.+ (16)10d EMBED A.B. INTO MASONRY K.O. BLOCK 11" (MIN) SET BOLTS IN Q SIMP501I META15-40 - (8)10d x 1-1/2" (TYP. FRAME TO MASONRY) SIMPSON SET -XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) @ SIMPSON H10A - (18) 10d X 11/2' (TYP. SYP FRAME) csJ tYJ 6�FRAME O SIMPSON M5TAM24 - (9)10d w/ (5)1/4" x 2 114" TITEN (TYP. TO MASONRY) @ SIMPSON MT512 - (14)10d 11/1" (TYP. SYP FRAME TO FRAME ALL-AROUND) ® SIMPSON LTT208 - (10)-10d + V1" x 10" AB (TYP. FRAME TO MASI ALL-AROUND) (9 SIMPSON LSTAI8 - (14)10d (TTP, FRAME TO FRAME) O SIMPSON HETA20 - (9)-10d x I I/1" (TYP. SYP FRAME TO MASONRY ALL-AROUND) 15 SIMPSON WT520 - (24)10d 1112" or (20)10d (TYP. SYP FRAME TO O SIMPSON HTT4 - (1) 5/8" dia. A.B. + I5 -16d BOLT IN SIMPSON SET 6 EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE (TYP. SYP FRAME TO CONCRETE) FRAME ALL-AROUND) 16 SIMPSON LSTA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) p t1R 11 SIMP50N HTT4 - (1) 5/8" DIA ATR + (18)16D. EMBED A.B. INTO ® O (2) SIMP50N MTS18 - (14)10d 11/2" AT EA STRAP (TYP. SYP FRAME TO I, - LEDGER - - - - - MASONRY KO. BLOCK 6" (MIN) INTO MASONRY K.O. BLOCK WITH FRAME) SIMP50N SET EPDXY. (TYP.. SYP FRAME TO MASONRY) 18 (2) SIMP50N HT520 - (24)10d 11/1" AT EA STRAP (TYP. SYP FRAME TO FRAME) III N III ®SIMPSON HTT4 - (1) 5/S" DIA ATR + (IS) I6D. EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) INTO MASONRY KA. BLOCK WITH SIMP50N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) SM -50N ST6224 - (28) Ibd (TYP. FRAME TO FRAME ALL -ARO) O 19 UND O SIMPSON MGT - (U 5/8 AIA ATR + 22-10d EMBED ATR 12" (MIN) INTO MASONRY K.O. BLOCK WITH SIMPSON SET -XP EPDXY. (TTP 2 -PLY TRUSS HEEL TO MASONRY) (3) SIMPSON WT520 - (24)10d 11/1" AT EA STRAP (TYP. S.YP. FRAME 00 TO FRAME) 21 (4) SIMF50N HT520 - (24)10d 11/2" AT EA STRAP (TYP. SYP FRAME ® 51MPXN LGT3-5D5 25 (12)1/4" x 3" SDS AND (4) 3/8" x 5" TITEN HD INTO WALL WITH MGT AS DESCRIBED IN COMJECTION 1(TYP. FOR 3 -PLY TRUSS HEEL MASONRY) TO FRAME ALL-AROUND) 18 18 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES ® SIMPSON MSTAM 36 - (4) V4" x 2 114" TITEN TO BLOCK AND 1 -10d TOFRAME- 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES 0 SIMP50N HTT5KT - (1)5/8" DIA AB.+ 26-5D 10" x 21/2" BOLT IN SIMPSON SET EPDXY. EMBED AB. 5" (MIN) INTO CONCRETE (TYP. SYP 24 SIMPSON HTSMIb - (8)10d x 11/2" w/ (4) 114" x 2 1/4" TITEN 2 (TYP. SYP FRAME TO MASONRY ALL-AROUND) FRAME TO CONCRETE) 25 SIMPSON M5TCM40 W/ (14)-Ibd SINKERS AND (10)1/4" x 21/4" TITEN 2 0 SIMP50N HGT-2 (2 ply member) -(2) 3/4" DIA AB. + 16-10d EMBED SCREWS FLOOR TRUSSES A.B. INTO MASONRY KO. BLOCK 12" (MIN) SET BOLTS IN SIMPSON 26 SIMP50N M5TCM60 V (20)-I6d SINKERS AND (14) 114" x 2 114" TITEN 1 ''''�� x SET -XP EPDXY. (TTP S.T.P. FRAME TO MASONRY) SCREWS •``• 1111 NOTES: AT LOWER .ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE L TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL a ,, SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - ALTEGREATER STRAPPINGATE STRAPPING: MAYBE USE[) IF I 6 EMAL TO OR `II111111///1 j�N THAN P LOAD VALUE OF THE STRAPPING ```�� ••.*.► • 2. CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C -C-2011), %� . %. AND ARE PROVIDED FOR REFERENCE. SEE MANN. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA Y �z 111 o Q FRAMING PLA IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MAIFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED - PROFESSIONAL ENGINEER TRU55 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SWEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLESS NOTED OTHEROE: 1: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON META20 (AT EACIT_TRU55) W/ (8) IOd x 1-1/2" (UND) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON WETA20 (32" O.C. � 10d x 1-1/2" (",SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED") (UND) USS 3. ALL FRAME TO TRCONNECTIONS TO BE SIMPSON HIDA W/ (16)10d x 1-1/1" OR SIMP50N NTS20 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UND) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMPSON MSTCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MALFACTURER'S SPECIFICATIONS FOR FULL CAPACITY �(J Z N c ''''�� x �� •``• 1111 1� INCLUDED ELEVATION TRUSS STRAPPING PLANS. GARAGE LEFT it SPECIF=ICATION FOR LEDGERS x (THE: FOLLOWING SPALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO N co M� 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 TRUSS a ,, SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD 06" O.G. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES `T M (\ r) 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 cWCD LEDGER (MIN.). LEDGER C (LG) - (2) 2x8 PT W/ 5/8" DIA. x 8" A$. AT 12" O.G. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT �Q TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 5DS25600 SCREWS AT EA. STUD Oro" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE L_ CD ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS 0Qn SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A$. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING zLLM T (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE NNW MASONRY 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 G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (1611 O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT momomma OR HTSl6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C ORD HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY. U.N.O. 101916 INCLUDED ELEVATION TRUSS STRAPPING PLANS. GARAGE LEFT it JOB NUMBER CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 x DAVIS BEWS DESIGN GROVP ANDREW J. MEISHEID, P.E. #83217 N co M� - FST. 1994 0 a ,, ENGINEER. - SEALED FOR STRUCTURE ONLY - z 0 0V)O `T M (\ r) W cWCD C:) �Q rtloo 0 0 L_ CD FO0WN O ce 0Qn 10 zLLM T 00 NNW O JOB NUMBER CAD FILE NAME LOT 84 ISSUED 01-04-18 REVISED 07-16-18 _m. � VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 DAVIS BEWS DESIGN GROVP ANDREW J. MEISHEID, P.E. #83217 150 STATE STP,= EAST olMWAx, HjORMA 34677 813.925.1300 TFL 80. 925. 1800 FAX W W W.DAVLSBEWS.CAM TAMPA. • DENVER - FST. 1994 _m. � VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 2582 • T1 TLE • TRUSS STRAPPING PLAN PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. - SEALED FOR STRUCTURE ONLY - z 0 0V)O W C:) rtloo 0 O ce 10 00 O L) oil momomma 2582 • T1 TLE • TRUSS STRAPPING PLAN GENERAL NOTES: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL) AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS a THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL: BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST REGENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT BGSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER M05T REGENT BGSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD GASES, 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. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER - • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED, MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED m 16" O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE51ST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE LOCATIONS STEM" 16 NOT WHERE THE FLOOR SYSTEM M BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.G. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "51STERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED ADAOSDMAYBOETHE W IR6 STUD EGBT •• ATOCTINWHERE E FLOOR SYSM BE OTHE GUARDRAIL 16 PARALLEL TO THE CUUARDRAIL,THE BOOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SD825600 SCREWS AT 8" O.G. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 1/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH 51MPSON SPI FAADRAAT ED •• IGUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD - AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2 TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL: •• ALL KNEEWALLS THAT ALSO FORM GUARDR411-5 SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/0 HABITABLE ROOM ABOVE 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 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS O BE /2' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32" OSB. ROOFING'4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAILS SHALL BECORROSION -RESISTANT NALIS CONFORMING TO ASTM F166-1 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TASI14, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS - FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.G: CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS a 12" O.G. W/,4" LAP ONTO BRICK SUPPORT ON EITHER SIDE ANGLE BETEIORBAS. • BRICK/STOIES ANGLESSUPPOR S, ASHT( NIHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN A55UMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 W THESE AREAS FOR BRICK IFU • FOUNDATIONS ONHVE BEEN XD ORTHE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (AGI 316). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. L6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 111. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.6. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOAD ING: LIVE 20 PSF DEAD -1 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 22. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS: GENERALLY STANDARD - FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FDR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH AGI STANDARDS. - 42. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi a 28 DAYS (U.N.O.). 43. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM G1116 TYPE III 4.13. USE 0.151. BY VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS (602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 52. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 P51- 5.23, DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE- E7.2.5. P LICABLE5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 P51 U.N.O. 4 HAVE A SLUMP RANGE OF 53. PRODUCTS: 53.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 53.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 53.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 53.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 53.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 53.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 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: E,Al PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.42. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. - WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/Sl, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/017, AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 62. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 63. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 63.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. *2 OR BETTER 63.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 6 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4,02 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 63.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 63.6. INSTALL BLOCKING IN ALL WALL STUDS OVER S'-0 a MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.C. MIN. 63.1. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.61 ROOF SHEATHING: SHINGLE OR METAL, -1/16 MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32 THICK APA RATED SHEATHING SUPPORTED OVER 24". MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.62. WALL: '1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. . 6.63. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.1 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.6 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER SCSI RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (UN.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING -1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '0'/62, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. a 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD525600 a 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE 's 24" O.G. AS PER DETAIL 'F'/52. BLOCKING DEFINED (THE FOLLOWING SHALL APPLYVN.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED A5 A< GENERIC TERM. TH15 NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING 5HALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND 5HALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRUSS WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT 5HALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE 5HALL BE IN5TALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECE55ARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRA145FERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE 5AME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE 5AME NUMBER OF PLIES, A5 THE 5TUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND 5HALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH 5UPPORTS THE 5HEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND 5HALL THEREFORE NOT BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR ANCHOR BOLTS (THE EOLLOUJWs 54ALL APPLY 11NDJ F5H4AALLL 2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE HAVE A MINIMUM EMBEDMENT OF 2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY HAVE A MINIMUM EMBEDMENT OF 5". 2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 1". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. � 1 SPEGIFIGAT10N5 ACCOMPANY THESE PLANS, THEY 12 WIDTH +42.9/-48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH +42.0/-47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS SPECIFICATION FOR LANDINGS 4 STAIR CONSTRUCTION =Y TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF (THE FOLLOWING SHALL APPLY U.N.O.) t7 RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY • ALL STRINGERS TO BE 2-2X12 *2 SYP. PLANS, REGARDL.E55 OF HOW MINOR, KTHOUT WRITTEN APPROVAL OF VORTEX • ALL STRINGERS TO ATTACH AT LANDINGS TH SIMP50N G HANGER �� IBE EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX STRINGERS RUNNING PARALLEL TO PPORTED BY A ALL SHALL AT AC Ep RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, •• 9 MASONRY/GONG. WITH J" DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJCONCJ. 11 SPECIFICATIONS ACCOMPANY THESE of g WOOD WITH (4) 0.131 X 3"" NAILS AT EA. STUD MIN. (16" O.C. MAX) FOR ADDITIONAL CONDITIONS. REVISIONS of IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS NEW CODE UPDATES DK/PK " • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: ADDED 142 MPH SHEETS •• g CONC. W/ 4" DIA. X 3" TAPCONS O 12" O.C. REVISIONS •• WOOD ATTACH W10.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. DK/PK REVISIONS •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3"" TOENAILS EA. GEN NOTE REVISED DK/PK • LANDINGS SHALL BE BUILT A$ FOLLOWS: •• JOISTS TO BE 2X8 *2 SYP, MIN. I1 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 *2 SYP WITH 2-2X4 SUPPORT STUDS LJ =F cL AT EACH END. W~0`-, 3g9az •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X31" R5. END NAILS AT EACH LANDING JOIST, 4 N Z Q QZZ J (2) 0.131 X.3'" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. = W Z2a��Z c~/i Q O p 1N L Q 1' C7 > U L cu •• LEDGERS TO BE 2X8 WITH: --�Lu LLW=w w=a E= Lf - w=>wQ ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. FpFp zp o zwz 0 LL ••• 4" X 3" TAPCONS a 8" O.C. STAGGERED t1 MASONRY/CONCRETE ATTACHMENT. 0 C F. K •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LU526 HANGERS OR EQUAL. d H W Lu y Q' J _ m 1 H W H _ z • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. - SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. - co • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE 0 M REQUIREMENTS OF FBCR TABLE 83015 4 SECTION 8312. LLj v Z m n- m CONFLICTS LL1 fV W ti's ch o Ln a0 _ N (THE FOLLOWING SHALL 7PPLY U.N.O.) Z LL' I-� Q ULTIMATE WIND SPEED (Vult) 142 MPH Z X ?c»O • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH a LL W Z vi THE PLAN SET, EXCEPT AS INDICATED BELOW, IN n n. RISK CATEGORY II r 0 ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C •.,ems � o� rZ = SEEM TO CONFLICT WITH THEMSELVES, THE CODE, CID INT. PRESSURE COEFF. +/- 0.18 ENCLOSED I� OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER tu OF RECORD 15 PROVIDED RELATING TO A DATE 03-P>8-lB COMPONENTS AND CLADDING (ULTIMATE) DRAWN MK/POK JOB - CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF @ 10 SQFT + 28.6 /-117.1 PSF . DISCLAIMER � @ 20 SQFT +26.5/-109.1PSF- (THE FOLLOWING PPLY U.N.O.)@ 50 SQFT +22.3/-99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE @ 100 SQFT +20.2/-91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. WALL @ 10 SQFT + 49.7/- 66.7 PSF ANY GHANGE5 TO THESE PLANS, RE6ARDLE55 OF @ 20 SQFT + 46.3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, 5EALED APPROVAL @ 50 SQFT + 44.6 / 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY @ 100 SQFT + 42.1/- 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SQFT + 37.1 /- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC, 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3 /- 49.4 PSF LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY 10' WIDTH H + 43.6- 48.9 PSF / INTERESTED PARTIES IN THE PROJECT. IF BOUND SPEGIFIGAT10N5 ACCOMPANY THESE PLANS, THEY 12 WIDTH +42.9/-48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH +42.0/-47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDL.E55 OF HOW MINOR, KTHOUT 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 NEW CODE UPDATES DK/PK " REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK p 0 HZ w0N�p LLI 920 EY LJ =F cL W~0`-, 3g9az wZo� a:;-z-Y0d N Z Q QZZ J N M ♦yy = W Z2a��Z c~/i Q O p 1N L Q 1' C7 > U L cu �LDw =tea=ZW p O --�Lu LLW=w w=a E= Lf - w=>wQ 3 W FpFp zp o zwz 0 LL Vw3V LLI. Z y, VIN =Ut7Z ib Q Z 7- uj (D Z L6' 0 C F. K d H W Lu y Q' J _ m 1 H W H _ z O Q Q V co 0 M � n W Ln LLj v Z m n- m OSS W F-00 M LL1 fV W ti's ch o Ln a0 _ N D �:k _ Z LL' I-� Q Y w to Z X ?c»O W , 00 U a LL W Z vi a - n n. r 0 •.,ems � o� rZ = Q O r tP CO CID I� tu 0. DATE 03-P>8-lB SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Notes Sheet number: N 1 142-21.5 PRE- ENGINEERED WOOD 12 TRUSSES a 24" 0/C - (TYP) SEE ELEY. UPLIFT CONNECTOR (SEE TRUSS � SHEET FOR SCHEDULE) SIMPSON SP2 g EA.STUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR FASTENING: DOUBLE "2X" SPF. TOP PLATE • .4 -:::.• :::: `• FOOTINCx SEE FOUNDATION X D 6 O.C. OR CRICKET AS (1)2X4 PT STUD 9 24" O.C. UNDER COMMON TRUSS W!(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS == SIMPSON SPI 9 EA. STUD MAIN SPAN_ ROOF TRUSS 2x4 PT. BTM. PLATE W! 1/2" DIAx6" A.5.6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.STUD . MOISTURE BARRIER 8" XS"X16" KO. BLOCK W/I *5 CON . (1)#5 VERT. IN CONGFILLED CELL 4 FILLED W/2500 PSI GROUT (1)#5 STD.'30' HOOK IN KO. BLOCK LEGENDHATCPIWj NOTE: "AT 2x6 WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) 10" MIN. GRADE 60 BAR SIZE BEND DIAMETER LEWGTN •.....:::';. - - - .�' K.O. CMU BOND LAP SPLICE WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION " BEAM ENGINEERING, LLC SHALL AUTOMATICALLY EMBED ACI "Oh 03 1"AS l" 4Bl2 STD. HOOK IN 2`AN V4"41/2 9 /4 16 04 BOND BM. 6 S 1/2 .. 3" 6 12 V2 21 "5 31/8 *5 BAR VERTICAL WALL REINF. 25 3 3/4" 15 151/2 26 GROUT CELLS SOLID SEE PLAN 33/4 S 14 .' .. • , FOR LOCATIONS 35 01 43/8 10.5 16 V2 35 5 1/4" 105 213/4 53 DOWELS SEE PLAN FOR - - - 8" 12 243/4 LOCATION LAP 25" MIN. "S I - I - - CLEAN OUT 135 28 1 S5 a J J t- uw z w z LLJ =aim a�� A. EMBED ACI O U.1 M fid..•: �• • -' o co .... , • '': FLOOR ��°■3 -3v" �" •..a .. '. I a a •.�I �: •. -: I I • C' Z LL � Q Yw Z mLJ r j Q W ¢LL Z N g n - a ro c, i z_ 0= e8 ei LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK • .4 -:::.• :::: `• FOOTINCx SEE FOUNDATION X D 6 O.C. OR CRICKET AS (1)2X4 PT STUD 9 24" O.C. UNDER COMMON TRUSS W!(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS == SIMPSON SPI 9 EA. STUD MAIN SPAN_ ROOF TRUSS 2x4 PT. BTM. PLATE W! 1/2" DIAx6" A.5.6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.STUD . MOISTURE BARRIER 8" XS"X16" KO. BLOCK W/I *5 CON . (1)#5 VERT. IN CONGFILLED CELL 4 FILLED W/2500 PSI GROUT (1)#5 STD.'30' HOOK IN KO. BLOCK LEGENDHATCPIWj NOTE: "AT 2x6 WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) 10" MIN. GRADE 60 BAR SIZE BEND DIAMETER LEWGTN •.....:::';. - - - .�' K.O. CMU BOND LAP SPLICE WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION " BEAM ENGINEERING, LLC SHALL AUTOMATICALLY EMBED ACI "Oh 03 1"AS l" 4Bl2 STD. HOOK IN 2`AN V4"41/2 9 /4 16 04 BOND BM. 6 S 1/2 .. 3" 6 12 V2 21 "5 31/8 *5 BAR VERTICAL WALL REINF. 25 3 3/4" 15 151/2 26 GROUT CELLS SOLID SEE PLAN 33/4 S 14 .' .. • , FOR LOCATIONS 35 01 43/8 10.5 16 V2 35 5 1/4" 105 213/4 53 DOWELS SEE PLAN FOR - - - 8" 12 243/4 LOCATION LAP 25" MIN. "S I - I - - CLEAN OUT 135 28 1 S5 a J J t- uw z w z LLJ =aim a�� - oU a EMBED ACI O U.1 M 0'-0" FINISHED -' o co STD. HOOK IN ' �: '': FLOOR FOOTING %•"'': Lu d�00' _ L 00 w O cfi N • .4 -:::.• :::: `• FOOTINCx SEE FOUNDATION X D 6 O.C. OR CRICKET AS (1)2X4 PT STUD 9 24" O.C. UNDER COMMON TRUSS W!(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS == SIMPSON SPI 9 EA. STUD MAIN SPAN_ ROOF TRUSS 2x4 PT. BTM. PLATE W! 1/2" DIAx6" A.5.6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.STUD . MOISTURE BARRIER 8" XS"X16" KO. BLOCK W/I *5 CON . (1)#5 VERT. IN CONGFILLED CELL 4 FILLED W/2500 PSI GROUT (1)#5 STD.'30' HOOK IN KO. BLOCK LEGENDHATCPIWj NOTE: "AT 2x6 WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LEWGTN LAP SPLICE BEND DIAMETER LMTH LAP SPLICE WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION " „9" ENGINEERING, LLC SHALL AUTOMATICALLY B "Oh 03 1"AS l" 4Bl2 PLANS, THEY SHOULD BE READ CAREFULLY 2`AN V4"41/2 9 /4 16 04 21/2 6 S 1/2 20 3" 6 12 V2 21 "5 31/8 15 113/4 25 3 3/4" 15 151/2 26 % 33/4 S 14 30 4 1/2" T1 18 112 35 01 43/8 10.5 16 V2 35 5 1/4" 105 213/4 53 - - - - 8" 12 243/4 1 14 "S I - I - - 9" 135 28 1 S5 INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR USE IN THE HVHZ (DADE, BROWARD) EMBED AGI •` (4)10d NAILS AT 2x8 WALLS USE SPH8 STD. HOOK IN *5 BAR VERTICAL WALL REINF. BEARING WALL (W/ S 1 SCALE: NTS BOND BM. �' : t: GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRUSS TOP PLATE SPN4 CONNECTORS SHOWN. FOR LOCATIONS 5RG. TRUSS BRGx. FOR WALLS LARGER THAN 1 Rebar La ,Embedment &Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO S 1 SCALE: NTS NOTE: BOTTOM PLATE 4 5IMP50N DOOR MANUFACTURERS INSTALLATION SP2'S ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) *5 DOWELS SEE PLAN FOR LEGENI) REGARDLESS NOTE: LOCATION LAP 25" MIN. OF HATCHING STUD BEARING FASTEN EA. STUD STUD TO TOP PLATES.. REINF. GROUT WALL SHOWN ON TO TOP PLATE w/ UN.O." CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR "AT 2x6 WALLS USE SPH6 INTERIOR LOAD (SEE PLAN FOR PLANS, WALLS SIMPSON SPN4 w/ CONNECTORS IN LIEU OF EMBED AGI BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR a (SEE TRUSS SHEET SPN4 CONNECTORS SHOWN. CLEAN OUT (W/o UPLIFT) STUDS 9 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING e NOTE= STD. HOOK IN • ., FOR SCHEDULE) AT 2x8 WALLS USE SPHS FOOTING '- CONNECTORS IN LIEU OF `: J, 0'-0" FINISHED � COLUMNS a NOTWITHSTANDING MANUFACTURERS 6PN4 CONNECTORS SHOWN. FLOOR EITHER 'SPECIFICATIONS, JAMB SHALL BE 2x6 DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE INDIRECTLY PLAN FOR SIZE) SYP 2x4 MIN. DBL. TOP PLATE (1) SIMPSON 5PH4 WK12)10d FOR WALLS LARGER THAN t.;' - • °' - ' 4• ': ARE TO BE HOUSE WALLS, MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMP50N SPI'S ON �•', FOOTING SEE FOUNDATION PLAN � G O STUDS � 16" O/C A.B.T 24" O.C. STARTING 9" MAX. •.:. - .. ,.,_ :.-. ••. BUILT AS INSULATE PERACH SIDE OF STUD TO :..1:.•r:; :-; :• - = FOR SIZES 4 MORE INFO. 1/2" DIA. x 8" HOUSE WALLS, TRACK/BRACKET 1/2 GYP. BOARD A.•.......' ' n BEARING WALL CALCS/SPECS 1/2" DIA. x 8" TITEN HD g 24" FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD BOTTOM PLATE 4 BIMP50N ' '� •: -. s• : •., ' TITEN HD 48 INSULATE PER FASTEN PER MANUF. W/UPLIFT O.G. FOR A MAX. UPLIFT OF MIN. AT EACH BOLT LOCATION. TRACK SP2 S ON EACH SIDE OF •.• ". O.C. MAX (SEE CALCS/SPECS SPECS. STUD TOP PLATES. FOUNDATION ll) SIMPSON SPN4 1500 LBS. ON EACH TRUSS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. *I STUDS g 16"O.C. '� ,.•-..,.. •,.. • . • .. _ .. PLAN FOR w/ 12-10d NAILS EA (SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UN.O. LOCATION OR STUD (STRAP TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 11 2'-0" INSULATION OR PER ENERGY LOATIONEXCEPTIONS) NEEDED ONLY OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCSISPECS. N Mason Column Lanai/Ent Detail W/ROOF UPLIFTI PT BOTTOM PLATE DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 PT BOTTOM PLATE S 1 SCALE: NTS CONTROL. UN.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE SCALE:NTS 0'-0" �=T- .. DBL SYP TOP PLATE (1) SIMP50N SPN4 WK12)10d *5 BAR TRANSITION 4"GONG. SLAB. SEE COMMON NAILS EA.STUD z :: � HOOK (TYP) FOOTING SEE T • : • i FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR STEEL ACI STD. FOUNDATION PLAN FOR I I- - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. KO. CMU BOND r ' , '`'' III I SIZES 4 MORE INFO. -III—III FOR SIZES 4 MORE OCCUR ,@ A LINTEL USE 1/2" x 6" EL V 0'-0" TOP OF SLAB BEAM LU INFO. THREADED ROD SET IN SP4 s TOP _ ;;•: •• ' .: i.;•: - Q O ``�� 3 Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. Q _ _ _ } o - +: �; ••• • ••' B $ 1 SCALE: NTS , — '� ��. 1L a S-1 SCALE: NTs W ith Uplift 2 X S.Y.P. STUDS 16" O.G. - UN.O. ; ;';':':: ' ' ` " : * �� SEE FOUND. PLAN , :: ,'.; ; : , ; : <v " Without Uplift p w FOOTING SEE :_ +. :. PERT. WALL REINF. _ o:� FOUNDATION PLAN FOR SIZES 4 MORE INFO. :"� ; ::.:' ',�' CLEAN 4 COMPACTED SOIL. •.y � • • .z LOAD BEARING OR N Y' SHINGLE !TILE ROOF -SEE ELEVATION EXTERIOR WALL 2 X STUD (95q° MODIFIED PROCTOR PER ASTM D1551) *5 BAR TRANSITION �:. :. O •vii z PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL ACI STD. : ; .; �� •.• TRUSS e 24" O.C. HOOK (TYP) w r %•°•••• - PER MANUFACTURERS SPECIFICATIONS. (TYP) ELEY 10" x I/2" DIA. "J" 8" C. M. U. . Gara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 9 TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 6 P X P.T.STUD S 1 SCALE: NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) _ W/ Uplift It I *5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL `� CELL ' 905.1.1 TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" P Mason Transition Detail ELEVATION VARIES BRNG WALL TITEN HD FLOOR (4) 10d NAILS INTO s 1 V r TRUSS DBL TOP PLATE SCALE: NTS BRC. - TOP OF MASONRY TITEN HD 46" O.C. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0" WALL IS INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR EXTERIOR FINISH a. PAGE FOR GARAGE SOFFIT/FASCIA DETAIL WITH UPLIFT. • (SEE ELEVATIONS) SECURE PLATE W/ 10" 1 1/2" GYP. BOARD CELL TO BE FULLY • . ' APPLICATION -. - -.� s -• _..� -.- . DIA...J.. BOLTS 4 GROUTED . •' .' t VARIES SEE ROOF PLAN : ". - • •" :: GRADE • °'. _ WASHERS s 4'-011 O.C. e . ••. Ix2 PT NAILER 8x8 K0. CMU BOND BM. w/ I - 05 BAR .. '' (MAX.) CENTERED ON 2X S.Y.F. *I STUDS 16 O.C. CONT. (MIN LAP = 25) GROUT CELLS ' I I=III=III- WALL. (REFER TO FND 4 NOTE: DRILL 4 EPDXY (I) SIMPSON SPN4 _ _ INTO LINTEL/BOND • s III=I I (=I FLR PLN FOR WALL INSULATION OR PER ENERGY OR GIP BEAM • MISSING DOWELS: WHERE FOOTING 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. TYP. _ ,.� ;:.• �. .: • :. •,• • ' °' ' :: ._ ••. THICKNESS) VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL • •: , s '' CALCSISPEGS. ABOVE WITH ► I DOWELS ARE PLACED INCORRECTLY I=I I I=I I I MINIMUM OR MISTAKENLY ELIMINATED, REPLACE EMBED AGI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE •' ' CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" E DOWEL AT PROPER LOCATION W! IN BOND BM. *5 BAR FOR LINTEL SCHEDULE _ a' _ .' I I (=III 4"GONG. SLAB. USE SIMP50N SET GRADE 60 *5 BAR INSTALL IN SLAB FOUNDATION PLAN FOR _ _ — I I—) I I—� SEE FOUND. PLAN HIGH STRENCxTH I •� W/ 5 MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO. FOR MORE INFO. EPDXYF SIMPSON SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT PRECAST CONC SILL III III , I I I I=III=III=III=III=III=III I ' EL V 0'-0" TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A Ix4 6 WINDOWS 4 S.GD. ► 1 ►—III—III=III—III-1 1 I- ' .' I•". PROJECT WITHOUT WRITTEN APPROVAL. *5 BAR VERT. WALL REINF. CONT.NOTE:r•-•.;.,..:.*• -•: :;... •' O 4;•, '--'' ', MISSING TRUSS ANCHORS: TRUSSES TO BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS - - - - - - •�' • USE SPHS CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN WINDOW W! SCREEN HOOK 6 IN BOND BEAM. GROUT IZi I I IC RE PLACED SUC THAT AN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON SPI S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N SP2 S ON w FOUNDATION PLAN ,. '' DRILL 4 EPDXY EMBEDMENT ANCHOR IS MISPLACED EACH SIDE OF STUD TO TOP PLATES. UN.O." w ;:' OR MISSING MAY BE FASTENED TO THE 8"x16" C.M.U. PER ASTM C-90 (TYP.) N FOR SIZES 4 MORE t." MINIMUM EMBEDMENT • GLEAN 4 COMPACTED SOIL. u MASONRY BOND BEAM USING ONE • -L SIMPSON HTSMI6, MAX. CAP IS 1115'! INFO. _ : 5 OIMPSON SET MAXIMUM OF 5 IN A ROW 4 10 TOTAL • MODIFIED PROCTOR PER ASTM D1557) 1x2 PT FIR STRIP m 24" O.C. FM=1900 P.S.►. (MIN.) W/ TYPE M OR (95q° EPDXY I S MORTAR PER ASTM C-210 Gara a Wall Section Brn Wall (L .1x4 PT BASE NAILER K WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" AB AT INT. SHEAR WALL $1 SCALE: NTS INSUL. PER CALCS. 4 SPECS p EXISTING MASONRY 4"CONC. SLAB. SEE OR TITEN HD g ONLY 8d USE FASTEN W/O Uplift ON A FOUND. PLAN 24 O.C. IN TO TOP 4 BOTTOM B DBE MOR ELEV V-0" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. SLAB FOOTING SEE - BLOCKING 9 48" O.G. 1/2" GYP. BOARD 2X STUDS 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER - INSULATION OR 5!8" CEMENTITIOUS FINISH PER •� ACTUATED PINS g FBCR 103.1.7 48" O.C. D EQUAL PER ENERGY o T ical Ext. Mason Wall Section CALCSJSPECS. Q TYP. Retrofit Vert. Dowel Detail CONT. 2X PT SOLE S 1 SCALE:NTS S 1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN d 21 EL V 0'-0" TOP OF SLAB SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: TOP TIE BEAM SEE N-1 FOR I. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24 O.C. LU w OL *S PERT. CORNER u .'r • ADDITIONAL/ALTERNATEa CELL FILLED W/ LU PARAMETERS. SEE FOUND. PLAN INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: N CONCRETE FOOTING SEE CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND 1. 5!8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FACE COURSES. LOADS *5 LAP CONT. *5 m Gara a Wall Section Non-Brn 25" LAP E Example CMU Wall Control Joint Detail H Wood Frame To Mason Attachment Detail $' SCALE:NTS S-1 SCALE:NTS Corner ContinuityDetail SCALE: N.T.S. Brn Wall Only SCALE: NTS NOTE: •' • '� PLAN FOR SIZES 4 MORE INFO. ;• :' ti 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 K-,--�Masonry Wall Reinforced Cell Detail CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT $ 1 SCALE: NTS ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. 10" MIN SUITS, OR LITIGATION BY ANY INTERESTED PARTIES M THE PROJECT. IF BOUND K.O. CUM BOND BEAM PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. - _:•- _ w/ 1- *5 BAR CONT. BY NEW CODE UPDATES .' > •:: PRE-ENGINEERED CONC. LINTEL REVISIONS - - - - - - - w/ 1- *5 BAR CONT. DK/PK REVISIONS ADDED 160 MPH SHEETS INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR USE IN THE HVHZ (DADE, BROWARD) EMBED AGI •` (4)10d NAILS AT 2x8 WALLS USE SPH8 STD. HOOK IN *5 BAR VERTICAL WALL REINF. BEARING WALL (W/ S 1 SCALE: NTS BOND BM. �' : t: GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRUSS TOP PLATE SPN4 CONNECTORS SHOWN. FOR LOCATIONS 5RG. TRUSS BRGx. FOR WALLS LARGER THAN 1 Rebar La ,Embedment &Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO S 1 SCALE: NTS NOTE: BOTTOM PLATE 4 5IMP50N DOOR MANUFACTURERS INSTALLATION SP2'S ON EACH SIDE OF 05 VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) *5 DOWELS SEE PLAN FOR LEGENI) REGARDLESS NOTE: LOCATION LAP 25" MIN. OF HATCHING STUD BEARING FASTEN EA. STUD STUD TO TOP PLATES.. REINF. GROUT WALL SHOWN ON TO TOP PLATE w/ UN.O." CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR "AT 2x6 WALLS USE SPH6 INTERIOR LOAD (SEE PLAN FOR PLANS, WALLS SIMPSON SPN4 w/ CONNECTORS IN LIEU OF EMBED AGI BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR a (SEE TRUSS SHEET SPN4 CONNECTORS SHOWN. CLEAN OUT (W/o UPLIFT) STUDS 9 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING e NOTE= STD. HOOK IN • ., FOR SCHEDULE) AT 2x8 WALLS USE SPHS FOOTING '- CONNECTORS IN LIEU OF `: J, 0'-0" FINISHED � COLUMNS a NOTWITHSTANDING MANUFACTURERS 6PN4 CONNECTORS SHOWN. FLOOR EITHER 'SPECIFICATIONS, JAMB SHALL BE 2x6 DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE INDIRECTLY PLAN FOR SIZE) SYP 2x4 MIN. DBL. TOP PLATE (1) SIMPSON 5PH4 WK12)10d FOR WALLS LARGER THAN t.;' - • °' - ' 4• ': ARE TO BE HOUSE WALLS, MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMP50N SPI'S ON �•', FOOTING SEE FOUNDATION PLAN � G O STUDS � 16" O/C A.B.T 24" O.C. STARTING 9" MAX. •.:. - .. ,.,_ :.-. ••. BUILT AS INSULATE PERACH SIDE OF STUD TO :..1:.•r:; :-; :• - = FOR SIZES 4 MORE INFO. 1/2" DIA. x 8" HOUSE WALLS, TRACK/BRACKET 1/2 GYP. BOARD A.•.......' ' n BEARING WALL CALCS/SPECS 1/2" DIA. x 8" TITEN HD g 24" FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD BOTTOM PLATE 4 BIMP50N ' '� •: -. s• : •., ' TITEN HD 48 INSULATE PER FASTEN PER MANUF. W/UPLIFT O.G. FOR A MAX. UPLIFT OF MIN. AT EACH BOLT LOCATION. TRACK SP2 S ON EACH SIDE OF •.• ". O.C. MAX (SEE CALCS/SPECS SPECS. STUD TOP PLATES. FOUNDATION ll) SIMPSON SPN4 1500 LBS. ON EACH TRUSS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. *I STUDS g 16"O.C. '� ,.•-..,.. •,.. • . • .. _ .. PLAN FOR w/ 12-10d NAILS EA (SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UN.O. LOCATION OR STUD (STRAP TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 11 2'-0" INSULATION OR PER ENERGY LOATIONEXCEPTIONS) NEEDED ONLY OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCSISPECS. N Mason Column Lanai/Ent Detail W/ROOF UPLIFTI PT BOTTOM PLATE DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 PT BOTTOM PLATE S 1 SCALE: NTS CONTROL. UN.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE SCALE:NTS 0'-0" �=T- .. DBL SYP TOP PLATE (1) SIMP50N SPN4 WK12)10d *5 BAR TRANSITION 4"GONG. SLAB. SEE COMMON NAILS EA.STUD z :: � HOOK (TYP) FOOTING SEE T • : • i FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR STEEL ACI STD. FOUNDATION PLAN FOR I I- - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. KO. CMU BOND r ' , '`'' III I SIZES 4 MORE INFO. -III—III FOR SIZES 4 MORE OCCUR ,@ A LINTEL USE 1/2" x 6" EL V 0'-0" TOP OF SLAB BEAM LU INFO. THREADED ROD SET IN SP4 s TOP _ ;;•: •• ' .: i.;•: - Q O ``�� 3 Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. Q _ _ _ } o - +: �; ••• • ••' B $ 1 SCALE: NTS , — '� ��. 1L a S-1 SCALE: NTs W ith Uplift 2 X S.Y.P. STUDS 16" O.G. - UN.O. ; ;';':':: ' ' ` " : * �� SEE FOUND. PLAN , :: ,'.; ; : , ; : <v " Without Uplift p w FOOTING SEE :_ +. :. PERT. WALL REINF. _ o:� FOUNDATION PLAN FOR SIZES 4 MORE INFO. :"� ; ::.:' ',�' CLEAN 4 COMPACTED SOIL. •.y � • • .z LOAD BEARING OR N Y' SHINGLE !TILE ROOF -SEE ELEVATION EXTERIOR WALL 2 X STUD (95q° MODIFIED PROCTOR PER ASTM D1551) *5 BAR TRANSITION �:. :. O •vii z PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL ACI STD. : ; .; �� •.• TRUSS e 24" O.C. HOOK (TYP) w r %•°•••• - PER MANUFACTURERS SPECIFICATIONS. (TYP) ELEY 10" x I/2" DIA. "J" 8" C. M. U. . Gara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR 9 TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 6 P X P.T.STUD S 1 SCALE: NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) _ W/ Uplift It I *5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL `� CELL ' 905.1.1 TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" P Mason Transition Detail ELEVATION VARIES BRNG WALL TITEN HD FLOOR (4) 10d NAILS INTO s 1 V r TRUSS DBL TOP PLATE SCALE: NTS BRC. - TOP OF MASONRY TITEN HD 46" O.C. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0" WALL IS INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR EXTERIOR FINISH a. PAGE FOR GARAGE SOFFIT/FASCIA DETAIL WITH UPLIFT. • (SEE ELEVATIONS) SECURE PLATE W/ 10" 1 1/2" GYP. BOARD CELL TO BE FULLY • . ' APPLICATION -. - -.� s -• _..� -.- . DIA...J.. BOLTS 4 GROUTED . •' .' t VARIES SEE ROOF PLAN : ". - • •" :: GRADE • °'. _ WASHERS s 4'-011 O.C. e . ••. Ix2 PT NAILER 8x8 K0. CMU BOND BM. w/ I - 05 BAR .. '' (MAX.) CENTERED ON 2X S.Y.F. *I STUDS 16 O.C. CONT. (MIN LAP = 25) GROUT CELLS ' I I=III=III- WALL. (REFER TO FND 4 NOTE: DRILL 4 EPDXY (I) SIMPSON SPN4 _ _ INTO LINTEL/BOND • s III=I I (=I FLR PLN FOR WALL INSULATION OR PER ENERGY OR GIP BEAM • MISSING DOWELS: WHERE FOOTING 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. TYP. _ ,.� ;:.• �. .: • :. •,• • ' °' ' :: ._ ••. THICKNESS) VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL • •: , s '' CALCSISPEGS. ABOVE WITH ► I DOWELS ARE PLACED INCORRECTLY I=I I I=I I I MINIMUM OR MISTAKENLY ELIMINATED, REPLACE EMBED AGI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE •' ' CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" E DOWEL AT PROPER LOCATION W! IN BOND BM. *5 BAR FOR LINTEL SCHEDULE _ a' _ .' I I (=III 4"GONG. SLAB. USE SIMP50N SET GRADE 60 *5 BAR INSTALL IN SLAB FOUNDATION PLAN FOR _ _ — I I—) I I—� SEE FOUND. PLAN HIGH STRENCxTH I •� W/ 5 MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO. FOR MORE INFO. EPDXYF SIMPSON SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT PRECAST CONC SILL III III , I I I I=III=III=III=III=III=III I ' EL V 0'-0" TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A Ix4 6 WINDOWS 4 S.GD. ► 1 ►—III—III=III—III-1 1 I- ' .' I•". PROJECT WITHOUT WRITTEN APPROVAL. *5 BAR VERT. WALL REINF. CONT.NOTE:r•-•.;.,..:.*• -•: :;... •' O 4;•, '--'' ', MISSING TRUSS ANCHORS: TRUSSES TO BOND BEAM. EMBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS - - - - - - •�' • USE SPHS CONNECTORS IN LIEU OF SPN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN WINDOW W! SCREEN HOOK 6 IN BOND BEAM. GROUT IZi I I IC RE PLACED SUC THAT AN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON SPI S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N SP2 S ON w FOUNDATION PLAN ,. '' DRILL 4 EPDXY EMBEDMENT ANCHOR IS MISPLACED EACH SIDE OF STUD TO TOP PLATES. UN.O." w ;:' OR MISSING MAY BE FASTENED TO THE 8"x16" C.M.U. PER ASTM C-90 (TYP.) N FOR SIZES 4 MORE t." MINIMUM EMBEDMENT • GLEAN 4 COMPACTED SOIL. u MASONRY BOND BEAM USING ONE • -L SIMPSON HTSMI6, MAX. CAP IS 1115'! INFO. _ : 5 OIMPSON SET MAXIMUM OF 5 IN A ROW 4 10 TOTAL • MODIFIED PROCTOR PER ASTM D1557) 1x2 PT FIR STRIP m 24" O.C. FM=1900 P.S.►. (MIN.) W/ TYPE M OR (95q° EPDXY I S MORTAR PER ASTM C-210 Gara a Wall Section Brn Wall (L .1x4 PT BASE NAILER K WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" AB AT INT. SHEAR WALL $1 SCALE: NTS INSUL. PER CALCS. 4 SPECS p EXISTING MASONRY 4"CONC. SLAB. SEE OR TITEN HD g ONLY 8d USE FASTEN W/O Uplift ON A FOUND. PLAN 24 O.C. IN TO TOP 4 BOTTOM B DBE MOR ELEV V-0" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. SLAB FOOTING SEE - BLOCKING 9 48" O.G. 1/2" GYP. BOARD 2X STUDS 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER - INSULATION OR 5!8" CEMENTITIOUS FINISH PER •� ACTUATED PINS g FBCR 103.1.7 48" O.C. D EQUAL PER ENERGY o T ical Ext. Mason Wall Section CALCSJSPECS. Q TYP. Retrofit Vert. Dowel Detail CONT. 2X PT SOLE S 1 SCALE:NTS S 1 SCALE: NTS 4"GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN d 21 EL V 0'-0" TOP OF SLAB SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: TOP TIE BEAM SEE N-1 FOR I. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24 O.C. LU w OL *S PERT. CORNER u .'r • ADDITIONAL/ALTERNATEa CELL FILLED W/ LU PARAMETERS. SEE FOUND. PLAN INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: N CONCRETE FOOTING SEE CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND 1. 5!8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FACE COURSES. LOADS *5 LAP CONT. *5 m Gara a Wall Section Non-Brn 25" LAP E Example CMU Wall Control Joint Detail H Wood Frame To Mason Attachment Detail $' SCALE:NTS S-1 SCALE:NTS Corner ContinuityDetail SCALE: N.T.S. Brn Wall Only SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY woRK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES M THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a o 0 0 C Z w p 0 W Z Z �u,pJO cc ~pe=acl: 3p=W o>H5 W 3g2-zIn 0 00 ZZw ZHLn �J �QOD "n LU L9 cw G =ZbW 2O �� a� O LLwSW w��H LL w0 J >Z K Q 3 p W = J - W L.L W W LU U t� z a< L.LJ >_UZZ Luzgw=l z w�Q p 'LW ,>- Q 2 i - Q a J J t- uw z w z LLJ =aim a�� - oU a o O U.1 M -' o co Iw- L nLt; Z N M N C Mcn LU H p 0 w N Lu d�00' _ L 00 w O cfi N 0 � _ C' Z LL � Q Yw Z mLJ �cc W v-10 U0OV Q W ¢LL Z N g n - a ro c, i z_ 0= s U LLI vJ 0 DATE 03-08-I0 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: S1 SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TINS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. III FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)101 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRUSS MANUF. OR VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-I/4" TAPCON s 12" O.G. OR PER MANUFACT. nn General Irregular Window Attachment PROVIDED BY FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR CMU WALL BELOW SIMPSON C516 g 1/2" GYP. BOARD SEE z CORNER 9 16" O.C. HORIZONTALLY NOTE ON N-1 PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING SIMPSON LSTA12 e EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS g EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE SEE TRUSS [111(o"MIN. APA DOUBLE TOP PLATE W/ SIMPSON SPH4 g EA. STUD W/(12) 10d SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL SHEET FOR NAILS EACH. SEE HEADER SCHEDULE 12-2X12 UN.0) CONST. 2"x4" g 16" O.C. (SINGLE TYPICAL n ^ � � � n A' �I C` n' CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) TABLE ON SHEET 6-3 BOTT. PLT., DOUBLE TOP PLT.) I i 1. A PLAN VIEW V STUD SPACING FASTTO TOP PLATE STUD, NOTE- FOR AT x6 WALLS USE F Misc. Dormer Knee Wall Attachment Details SIMPSON SP2 w/ SPH6 CONNECTORS (12) NAILS I0 SEE IN LIEU OF SPH4 FASTEN HEADER S-2 SCALE: NTS SCALE: NTS PER HDR WINDOW SEE FLOOR PLAN FOR SIZES I SHOWN. At 2x8 DETAIL "J/S2" I FULL DEPTH TRUSS CONNECTORS BLOCKING sl ENG. PANEL EDGES w/ FOR WALLS USE SPHS SEE TRUSS SKEET 2x TOP PLATE SEE TRUSS SHEET (3) 16d TOENAILS MORE CONNECTORS IN FOR EA. END INFO LIEU OF SPH4 STRAPPING CONT.. FOR STRAPPING �-TOP CHORD CONNECTORS nnnnQQQQQC)GYP. BOARD RETURN TRIM VARIES SEE ELEVATIONS 1/16 MIN. A.P.A. SIMPSON SPI w/ SHOWN. FOR WALLS „ 10-101 NAILS EA. LARGER THAN 2x8, 2x4 FRAMING (RAT RUNS) SPAN FROM STUD 2x STUDS USE SIMPSON SPI S 1. RATED SHTG. '_ TRUSS TO TRUSS ON TOP OF BOTTOM 16" O.C. ON EACH SIDE OF PRE-ENGINEERED PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD 00 FOR STUDE(2w/ STUD TO BOTTOM "2X" SILL ; ROOF TRUSS. 2X a 16" O.C. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS tv EA. BELOW H1/2" GYPSUM BOA INSUL. PER ENERGY CALCS. SP2'S ON EACH 2x BONt. PLATE CONNECTION SIMPSON PLATE 4 SIMPSON 6-101x1 1/2 NAILS SIDE OF SCUD TO PRECAST EA. STUD TOP PLATES. T O." CONT. CONCRETE lam -ENGINEERED WOOD TRUSS I • • INSTALL 1/2" X 6" LINTEL. SEE 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLANTHREADED ROD BOLT tv 24" O.G. PER SCHEDULE, MIN. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET 16d m 6" O.C. PER SCHEDULE 11011 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY -s 21-011 4" CONC SLABMASONRY SCREW "TYPICAL AT TRUSS 'm 16 " O.G. CONT. TO INSUL. PER CALCS, 4 SPECS O.C. (MAX) �� .• '• SEE ND. PLAN 2X PT SOLE PLATE POCKET g 8" O.C. ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON SLIDING COMMON 9 TRUSS CHORDS DOOR PRECAST BEARING SYP. WALL. :4U 0.131 x 3 1/2" COMPONENTS *1 CMU WALL -SEE 2x PT : O •vo ELEV 0'-0" TOP OF SLAB CONCRETE 6 4" O.C. GRADE SHALL g StrUCtUral KneeWall FLOOR PLAN FOR BOTTOM = — ez MORE INFO. PLATE Y BE USED FOR NOTE: 2x8 PT MIN. S-2 SCALENTS LINTEL. SEE - :W FLOOR PLAN ' FOOTING SEE - - .... � POCKET 2x4. FOR 2x VERTICAL g WALL t0 • FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES 4 MORE DOOR GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4,12 GRADE HD. OR BETTER MAY I q lo T BE USED. ALL 4x (cal Ext. Frame Wall Section NOTE: 1X PT VERTICAL IV WALL SPI EACH STUD JOTS?, RAF BOUNDARY FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I I S 2 SCALE: NTS FOUNDATION FOUNDATION BE "2 GRADE. 2-1/4" TAPCON 9 12" O.C. OR I I 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." PER MANUFACT. SPECS. WALL, DASHED 1x6 HEAD SIZES 4 MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB. LINE INFO. PLAN INFO. TOP PLATE OF SEE FOUND. WALL 2x8 LEDGER W/ 2x8 LEDGER W/ I 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" PAYERS OR PAVERS OR PLAN 1 I RS. NAILS PLYWOOD O R.S. NAILS m 4 CONC. 4 CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS SLAB SLAB MANUFACTURER I I EDGES GABLE END FLOOR TRUSSES HANGER TO °: • • - ° (BEAMS OF CHOSRD OP ORE -ENG. WOOD BE SIMPSON _ a' •: °.. KO. w/ 1-05 CONT, CAULK CINDER FRAME OOR TRUSSES OR LSSI • _ _ _.• _ EDGE HANGER t0 PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. •, :.., WOOD ROOF LUS, LSU, OR WOOD ROOF CONC. SILL TRUSSES LSSU MIN. TRUSSES CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail 5/8" CEMENTINIOUS FINISH BOUNDARY INTERIOR $_2 SCALE: NTS S 2 SCALE: NTS PER FBCR 103.12 AREA 2x8 LEDGER W/ i PLYWOOD TO 4" CONC SLAB BLOCKING SEAM BOUNDARY SEE FLR PLN FOR HDR SIZE NOTE: 05 a CORNERS 4 48 O.G. INTERIOR EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2 RS. BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-101 WHERE THE HEADER IS NOT FULL WIDTH PANEL OVERHANG NAILS g EACH A�'A 5'-0" (1) SIMPSON 0516 OR (U NAILS EACH 16" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING 10 SHEATHING CLIP oUTRIGGER g FLOOR TRUSS 2x8 LEDGER W/ MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O.G. RIPPED DOWN SUFFICIENT TO `., • '. ' . `',, a, •. FOR ROOFS 24" O.C. (FIELD VERIFY 4-0.131 x 3 1/2" CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH t ALLOW 4' TONGUE 4 WITH TRUSS NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH ' ' ' • FIELD FIELD RS. NAILS 9 STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, 4 ° GROOVE FOR SUB FASCIA OR LAYOUT FLOORS WALL PLATE EACH STUDS FOR THE PROPER INSTALLATION OF THE ' • LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE •• ' BOUNDARY WITH FLOOR TRUSS WITH -OUT FLOOR SPI -16 IN LIEU OF SPH4 AT 2x8 WALLS USE FOUNDATION PLAN , ° . ° NAILING TRUSS FOR ROUGH OPENINGS OVER SPI IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORE • . • : ; .(PERIMETER OF 5'-0" USE (2) SIMPSON CS16 USE 5IMP50N CSI6 IN AN SPH INFO, DIAPHRAGM) T ical Led or Detail OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING SSIMPSON TITEN HD BOLTS HIGH WIND DORMER ROOF BY TRUSS MANUF. F_ NAIL SHEATHING 60UNDARY SCALE: NTS i- ROOF 0.131 x 21/2"R.5. RING SHANK 1/16" 4" 6IMP50N MTS12 g EACH TRUSS X WALL 0.131 x 3" COMMON COMMON 1/16' Y 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tex. 6" EQ, TYP PLATE ATSCALE: OPENINGS OVER WNECESSARY TO MAINTAIN PROPER 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ PARTIES IN THE PROJECT. IF BOUND .J PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS tv 12" O.C. WITH MAX. 6" FROM NEW CODE UPDATES DK PK - F SIMPSON A35 g ALLN 2X TO 2X END OF MEMBER MAS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS TYP. LOAD BEARING WALL CONST. SIMPSON MT -518 � OPENINGS. GEN NOTE REVISED WITHIN AN OPENING, IT IS ACCEPTABLE MEMBERS OR DIRECTLY TO CMU/WOOD 2"x4" 9 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS FRAMING ONLY. NUMBER OF DIAD. MEMBERS 2X4 RAT RUN • AT OPENINGS UP TO 3'46" (1) RELATIVE t0 NUMBER OF REQUIRED USE 5IMP50N 5P2 9 STUD TO TOP PLATE, SPI STUD TO WOzc p aIn oW�=F w 2X MEMBERS ATTACHED 30=~ �oga � 3: U a BUCKS TO BE ATTACHED TO CMU PER BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT -512 AT W/SIMPSON A35 WHERE NEEDED t0 MEET BRACING 9 48" CRIPPLE 4 (1) KING IS REQUIRED ON ATTACHMENT TO BE SIMPSON A35. KNEE BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) yz a Z V 0 , F O W f i Z =VwW =fo=zwO MANUFACTURERS O OPENING VARIATIONS. MIN. 2X BUCK FOR TRUSS SPANS ATTACHMENT POINT EACH SIDE OF THE HEADER • AT OPENINGS 3'-6" TO 5'-2" IN Z TOP/SIDES OF ARCD OPENING. IF ARCH TOP ROOF TRUSS BY JJ F,y',�Ww W _ =aim a~=� REQUIREMENTS. W BRACING � q.8" O.C. ON TOP OF ARCH, USE DIRECT ATTACHMENT TO ROOF TRUSS MANUF. TYP. CHORD FOR 4 CMU/WOOD FRAMING, WITH OR WITHOUT 1X O.C. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE BUCK, WITH 2X BUCK w EACH SIDE TO 2"x4" BLOCKING At 24" O.C. BELOW SIDE WALLS V Z= M N N EDGES OF OPENING. ALL TAPCONS TO HAVE BOTT. CHORD -100 MIN, 1-1/4" EMBEDMENT. BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSON A34 o 1F 1X THEN ATTACH ED.R WHEN THE TOP PLATE IS Y w THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY OR EQUAL AT EACH END TYP. Lu 3 U 000 U WINDOW THROUGH W�- N BUCK t0 CMU/ WOOD L� O 0 SIMPSON L5TA12 AT EACH STUD TO o FRAMING. IF 2X THEN 0Z 50 oATTACH TO 2X BUCK 2-2"x4" BLOCKING WITH 4-16D w Z_ Q •p— � OM TOENAILS tv EACH END 10 END WALL o TYP. LOAD BRG WALL SIMPSON M75156 L2"x4" 9 16" O.C. (SGL BOTT. PLT, DBL TOP IF 2X ATTACH TO CMU. SHINGLE /TILE ROOF 12 PRE ENGINEERED WD .TRUSS s 24" O.G. EACH TRUSS PLT.) w/ 1/4"x 3" TAPCONS � - SEE ELEVATION PAGES FOR MORE SEE (TYP) U t q) Q 12" O.C. W/MAX: 6" FROM END OF BUCK SCALE NOTED INFO. FASTENING TO ELEV. INSULATION PER ENERGY CALCS. SIMPSON LSTA12 (TYP. ALL 2X WINDOW _ BE AS PER EACH STUD OR EQUIV. BUCK ATTACHMENT.) MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO HURRICANE ANCHOR EACH TRUSS SEE 2-2"x4" BLOCKING WITH 4-16D PROVIDE MANUF. TRUSS SHEET FOR MORE INFO. COM TOENAILS g EACH END DOCUMENTATION t0 INSPECTOR tv TIME OF000000 INSPECTION. IF ELEVATION VARIES SHINGLE IS USED TOP PLATE 2x8 PT VERTICAL (ABV) ,s WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TINS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. III FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)101 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRUSS MANUF. OR VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-I/4" TAPCON s 12" O.G. OR PER MANUFACT. nn General Irregular Window Attachment PROVIDED BY FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR CMU WALL BELOW SIMPSON C516 g 1/2" GYP. BOARD SEE z CORNER 9 16" O.C. HORIZONTALLY NOTE ON N-1 PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING SIMPSON LSTA12 e EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS g EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE SEE TRUSS [111(o"MIN. APA DOUBLE TOP PLATE W/ SIMPSON SPH4 g EA. STUD W/(12) 10d SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL SHEET FOR NAILS EACH. SEE HEADER SCHEDULE 12-2X12 UN.0) CONST. 2"x4" g 16" O.C. (SINGLE TYPICAL n ^ � � � n A' �I C` n' CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) TABLE ON SHEET 6-3 BOTT. PLT., DOUBLE TOP PLT.) I i 1. A PLAN VIEW V STUD SPACING FASTTO TOP PLATE STUD, NOTE- FOR AT x6 WALLS USE F Misc. Dormer Knee Wall Attachment Details SIMPSON SP2 w/ SPH6 CONNECTORS (12) NAILS I0 SEE IN LIEU OF SPH4 FASTEN HEADER S-2 SCALE: NTS SCALE: NTS PER HDR WINDOW SEE FLOOR PLAN FOR SIZES I SHOWN. At 2x8 DETAIL "J/S2" I FULL DEPTH TRUSS CONNECTORS BLOCKING sl ENG. PANEL EDGES w/ FOR WALLS USE SPHS SEE TRUSS SKEET 2x TOP PLATE SEE TRUSS SHEET (3) 16d TOENAILS MORE CONNECTORS IN FOR EA. END INFO LIEU OF SPH4 STRAPPING CONT.. FOR STRAPPING �-TOP CHORD CONNECTORS nnnnQQQQQC)GYP. BOARD RETURN TRIM VARIES SEE ELEVATIONS 1/16 MIN. A.P.A. SIMPSON SPI w/ SHOWN. FOR WALLS „ 10-101 NAILS EA. LARGER THAN 2x8, 2x4 FRAMING (RAT RUNS) SPAN FROM STUD 2x STUDS USE SIMPSON SPI S 1. RATED SHTG. '_ TRUSS TO TRUSS ON TOP OF BOTTOM 16" O.C. ON EACH SIDE OF PRE-ENGINEERED PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD 00 FOR STUDE(2w/ STUD TO BOTTOM "2X" SILL ; ROOF TRUSS. 2X a 16" O.C. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS tv EA. BELOW H1/2" GYPSUM BOA INSUL. PER ENERGY CALCS. SP2'S ON EACH 2x BONt. PLATE CONNECTION SIMPSON PLATE 4 SIMPSON 6-101x1 1/2 NAILS SIDE OF SCUD TO PRECAST EA. STUD TOP PLATES. T O." CONT. CONCRETE lam -ENGINEERED WOOD TRUSS I • • INSTALL 1/2" X 6" LINTEL. SEE 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLANTHREADED ROD BOLT tv 24" O.G. PER SCHEDULE, MIN. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET 16d m 6" O.C. PER SCHEDULE 11011 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY -s 21-011 4" CONC SLABMASONRY SCREW "TYPICAL AT TRUSS 'm 16 " O.G. CONT. TO INSUL. PER CALCS, 4 SPECS O.C. (MAX) �� .• '• SEE ND. PLAN 2X PT SOLE PLATE POCKET g 8" O.C. ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON SLIDING COMMON 9 TRUSS CHORDS DOOR PRECAST BEARING SYP. WALL. :4U 0.131 x 3 1/2" COMPONENTS *1 CMU WALL -SEE 2x PT : O •vo ELEV 0'-0" TOP OF SLAB CONCRETE 6 4" O.C. GRADE SHALL g StrUCtUral KneeWall FLOOR PLAN FOR BOTTOM = — ez MORE INFO. PLATE Y BE USED FOR NOTE: 2x8 PT MIN. S-2 SCALENTS LINTEL. SEE - :W FLOOR PLAN ' FOOTING SEE - - .... � POCKET 2x4. FOR 2x VERTICAL g WALL t0 • FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES 4 MORE DOOR GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4,12 GRADE HD. OR BETTER MAY I q lo T BE USED. ALL 4x (cal Ext. Frame Wall Section NOTE: 1X PT VERTICAL IV WALL SPI EACH STUD JOTS?, RAF BOUNDARY FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I I S 2 SCALE: NTS FOUNDATION FOUNDATION BE "2 GRADE. 2-1/4" TAPCON 9 12" O.C. OR I I 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." PER MANUFACT. SPECS. WALL, DASHED 1x6 HEAD SIZES 4 MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB. LINE INFO. PLAN INFO. TOP PLATE OF SEE FOUND. WALL 2x8 LEDGER W/ 2x8 LEDGER W/ I 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" PAYERS OR PAVERS OR PLAN 1 I RS. NAILS PLYWOOD O R.S. NAILS m 4 CONC. 4 CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS SLAB SLAB MANUFACTURER I I EDGES GABLE END FLOOR TRUSSES HANGER TO °: • • - ° (BEAMS OF CHOSRD OP ORE -ENG. WOOD BE SIMPSON _ a' •: °.. KO. w/ 1-05 CONT, CAULK CINDER FRAME OOR TRUSSES OR LSSI • _ _ _.• _ EDGE HANGER t0 PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. •, :.., WOOD ROOF LUS, LSU, OR WOOD ROOF CONC. SILL TRUSSES LSSU MIN. TRUSSES CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail 5/8" CEMENTINIOUS FINISH BOUNDARY INTERIOR $_2 SCALE: NTS S 2 SCALE: NTS PER FBCR 103.12 AREA 2x8 LEDGER W/ i PLYWOOD TO 4" CONC SLAB BLOCKING SEAM BOUNDARY SEE FLR PLN FOR HDR SIZE NOTE: 05 a CORNERS 4 48 O.G. INTERIOR EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2 RS. BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-101 WHERE THE HEADER IS NOT FULL WIDTH PANEL OVERHANG NAILS g EACH A�'A 5'-0" (1) SIMPSON 0516 OR (U NAILS EACH 16" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING 10 SHEATHING CLIP oUTRIGGER g FLOOR TRUSS 2x8 LEDGER W/ MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O.G. RIPPED DOWN SUFFICIENT TO `., • '. ' . `',, a, •. FOR ROOFS 24" O.C. (FIELD VERIFY 4-0.131 x 3 1/2" CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH t ALLOW 4' TONGUE 4 WITH TRUSS NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH ' ' ' • FIELD FIELD RS. NAILS 9 STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, 4 ° GROOVE FOR SUB FASCIA OR LAYOUT FLOORS WALL PLATE EACH STUDS FOR THE PROPER INSTALLATION OF THE ' • LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE •• ' BOUNDARY WITH FLOOR TRUSS WITH -OUT FLOOR SPI -16 IN LIEU OF SPH4 AT 2x8 WALLS USE FOUNDATION PLAN , ° . ° NAILING TRUSS FOR ROUGH OPENINGS OVER SPI IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORE • . • : ; .(PERIMETER OF 5'-0" USE (2) SIMPSON CS16 USE 5IMP50N CSI6 IN AN SPH INFO, DIAPHRAGM) T ical Led or Detail OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING SSIMPSON TITEN HD BOLTS HIGH WIND I- F_ NAIL SHEATHING 60UNDARY SCALE: NTS i- ROOF 0.131 x 21/2"R.5. RING SHANK 1/16" 4" L530 OR DOUBLE BOTT. UN.O. X WALL 0.131 x 3" COMMON COMMON 1/16' Y 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tex. 6" EQ, TYP PLATE ATSCALE: OPENINGS OVER WNECESSARY TO MAINTAIN PROPER NTS S 2HEN Multl-use ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) PARTIES IN THE PROJECT. IF BOUND .J PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK PK - F SIMPSON A35 g ALLN 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS 2X4 CROSS REVISIONS WINDOW ATTACHMENT POINTS TO 2X GEN NOTE REVISED WITHIN AN OPENING, IT IS ACCEPTABLE MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAD. MEMBERS 2X4 RAT RUN • AT OPENINGS UP TO 3'46" (1) RELATIVE t0 NUMBER OF REQUIRED TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS WOzc p aIn oW�=F w ATTACHMENT POINTS PER MANUFACTURER 2X 30=~ �oga � 3: U a BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X t0 2X BRACING 9 48" CRIPPLE 4 (1) KING IS REQUIRED ON ATTACHMENT TO BE SIMPSON A35. KNEE ELIMINATED TO MAINTAIN THE FULL FASTEN WALL yz a Z V 0 , F O W f i Z =VwW =fo=zwO WALL ABOVE ARCH NECESSARY ONLY PER O OPENING VARIATIONS. MIN. 2X BUCK FOR TRUSS SPANS WINDOW/SHEATHING ATTACHMENT tv EACH SIDE OF THE HEADER • AT OPENINGS 3'-6" TO 5'-2" IN Z TOP/SIDES OF ARCD OPENING. IF ARCH TOP JJ F,y',�Ww W _ =aim a~=� PROHIBITS 2X THICKNESS 9 CENTER OF W BRACING � q.8" O.C. ON TOP OF ARCH, USE DIRECT ATTACHMENT TO O CHORD FOR 4 CMU/WOOD FRAMING, WITH OR WITHOUT 1X O.C. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE BUCK, WITH 2X BUCK w EACH SIDE TO ,, „ THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. V Z= M N N EDGES OF OPENING. ALL TAPCONS TO HAVE BOTT. CHORD -100 MIN, 1-1/4" EMBEDMENT. TRUSS SPANS HEADER SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TINS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. III FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)101 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO DORMER ROOF BY WITH 1/2" ANCHOR BOLT 9 24" O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR TRUSS MANUF. OR VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH INFORMATION 905.1.1 CONVENTIONAL 1/4" x 2-I/4" TAPCON s 12" O.G. OR PER MANUFACT. nn General Irregular Window Attachment PROVIDED BY FRAME (SEE PLAN) SPECS. S-2 SCALE: NTS CONTRACTOR CMU WALL BELOW SIMPSON C516 g 1/2" GYP. BOARD SEE z CORNER 9 16" O.C. HORIZONTALLY NOTE ON N-1 PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING SIMPSON LSTA12 e EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS g EACH END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE SEE TRUSS [111(o"MIN. APA DOUBLE TOP PLATE W/ SIMPSON SPH4 g EA. STUD W/(12) 10d SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL SHEET FOR NAILS EACH. SEE HEADER SCHEDULE 12-2X12 UN.0) CONST. 2"x4" g 16" O.C. (SINGLE TYPICAL n ^ � � � n A' �I C` n' CMU WALL BELOW STRAPPING RATED SHEATHING (MIN. STUD GRADE SYP) TABLE ON SHEET 6-3 BOTT. PLT., DOUBLE TOP PLT.) I i 1. A PLAN VIEW V STUD SPACING FASTTO TOP PLATE STUD, NOTE- FOR AT x6 WALLS USE F Misc. Dormer Knee Wall Attachment Details SIMPSON SP2 w/ SPH6 CONNECTORS (12) NAILS I0 SEE IN LIEU OF SPH4 FASTEN HEADER S-2 SCALE: NTS SCALE: NTS PER HDR WINDOW SEE FLOOR PLAN FOR SIZES I SHOWN. At 2x8 DETAIL "J/S2" I FULL DEPTH TRUSS CONNECTORS BLOCKING sl ENG. PANEL EDGES w/ FOR WALLS USE SPHS SEE TRUSS SKEET 2x TOP PLATE SEE TRUSS SHEET (3) 16d TOENAILS MORE CONNECTORS IN FOR EA. END INFO LIEU OF SPH4 STRAPPING CONT.. FOR STRAPPING �-TOP CHORD CONNECTORS nnnnQQQQQC)GYP. BOARD RETURN TRIM VARIES SEE ELEVATIONS 1/16 MIN. A.P.A. SIMPSON SPI w/ SHOWN. FOR WALLS „ 10-101 NAILS EA. LARGER THAN 2x8, 2x4 FRAMING (RAT RUNS) SPAN FROM STUD 2x STUDS USE SIMPSON SPI S 1. RATED SHTG. '_ TRUSS TO TRUSS ON TOP OF BOTTOM 16" O.C. ON EACH SIDE OF PRE-ENGINEERED PRE-ENGINEERED CHORD 4 BOTTOM OF TOP CHORD 00 FOR STUDE(2w/ STUD TO BOTTOM "2X" SILL ; ROOF TRUSS. 2X a 16" O.C. ROOF TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS tv EA. BELOW H1/2" GYPSUM BOA INSUL. PER ENERGY CALCS. SP2'S ON EACH 2x BONt. PLATE CONNECTION SIMPSON PLATE 4 SIMPSON 6-101x1 1/2 NAILS SIDE OF SCUD TO PRECAST EA. STUD TOP PLATES. T O." CONT. CONCRETE lam -ENGINEERED WOOD TRUSS I • • INSTALL 1/2" X 6" LINTEL. SEE 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLANTHREADED ROD BOLT tv 24" O.G. PER SCHEDULE, MIN. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET 16d m 6" O.C. PER SCHEDULE 11011 1/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM EPDXY -s 21-011 4" CONC SLABMASONRY SCREW "TYPICAL AT TRUSS 'm 16 " O.G. CONT. TO INSUL. PER CALCS, 4 SPECS O.C. (MAX) �� .• '• SEE ND. PLAN 2X PT SOLE PLATE POCKET g 8" O.C. ALL LOAD TOP CORD (3) 0.131 x 3 1/2" CENTERED ON SLIDING COMMON 9 TRUSS CHORDS DOOR PRECAST BEARING SYP. WALL. :4U 0.131 x 3 1/2" COMPONENTS *1 CMU WALL -SEE 2x PT : O •vo ELEV 0'-0" TOP OF SLAB CONCRETE 6 4" O.C. GRADE SHALL g StrUCtUral KneeWall FLOOR PLAN FOR BOTTOM = — ez MORE INFO. PLATE Y BE USED FOR NOTE: 2x8 PT MIN. S-2 SCALENTS LINTEL. SEE - :W FLOOR PLAN ' FOOTING SEE - - .... � POCKET 2x4. FOR 2x VERTICAL g WALL t0 • FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES 4 MORE DOOR GREATER THAN 1/2" DIA. x 6" TITEN INFO. 2x4,12 GRADE HD. OR BETTER MAY I q lo T BE USED. ALL 4x (cal Ext. Frame Wall Section NOTE: 1X PT VERTICAL IV WALL SPI EACH STUD JOTS?, RAF BOUNDARY FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I I S 2 SCALE: NTS FOUNDATION FOUNDATION BE "2 GRADE. 2-1/4" TAPCON 9 12" O.C. OR I I 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR UN.O." PER MANUFACT. SPECS. WALL, DASHED 1x6 HEAD SIZES 4 MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB. LINE INFO. PLAN INFO. TOP PLATE OF SEE FOUND. WALL 2x8 LEDGER W/ 2x8 LEDGER W/ I 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" PAYERS OR PAVERS OR PLAN 1 I RS. NAILS PLYWOOD O R.S. NAILS m 4 CONC. 4 CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST EACH STUDS SLAB SLAB MANUFACTURER I I EDGES GABLE END FLOOR TRUSSES HANGER TO °: • • - ° (BEAMS OF CHOSRD OP ORE -ENG. WOOD BE SIMPSON _ a' •: °.. KO. w/ 1-05 CONT, CAULK CINDER FRAME OOR TRUSSES OR LSSI • _ _ _.• _ EDGE HANGER t0 PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. •, :.., WOOD ROOF LUS, LSU, OR WOOD ROOF CONC. SILL TRUSSES LSSU MIN. TRUSSES CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail 5/8" CEMENTINIOUS FINISH BOUNDARY INTERIOR $_2 SCALE: NTS S 2 SCALE: NTS PER FBCR 103.12 AREA 2x8 LEDGER W/ i PLYWOOD TO 4" CONC SLAB BLOCKING SEAM BOUNDARY SEE FLR PLN FOR HDR SIZE NOTE: 05 a CORNERS 4 48 O.G. INTERIOR EXTEND TO AT 2x WALLS THAT ARE WIDER THAN 2x4 4 MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2 RS. BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-101 WHERE THE HEADER IS NOT FULL WIDTH PANEL OVERHANG NAILS g EACH A�'A 5'-0" (1) SIMPSON 0516 OR (U NAILS EACH 16" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING 10 SHEATHING CLIP oUTRIGGER g FLOOR TRUSS 2x8 LEDGER W/ MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O.G. RIPPED DOWN SUFFICIENT TO `., • '. ' . `',, a, •. FOR ROOFS 24" O.C. (FIELD VERIFY 4-0.131 x 3 1/2" CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH t ALLOW 4' TONGUE 4 WITH TRUSS NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH ' ' ' • FIELD FIELD RS. NAILS 9 STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, 4 ° GROOVE FOR SUB FASCIA OR LAYOUT FLOORS WALL PLATE EACH STUDS FOR THE PROPER INSTALLATION OF THE ' • LOCATION) CRIPPLE STRAPPING. AT 2x6 WALLS USE FOOTING SEE •• ' BOUNDARY WITH FLOOR TRUSS WITH -OUT FLOOR SPI -16 IN LIEU OF SPH4 AT 2x8 WALLS USE FOUNDATION PLAN , ° . ° NAILING TRUSS FOR ROUGH OPENINGS OVER SPI IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORE • . • : ; .(PERIMETER OF 5'-0" USE (2) SIMPSON CS16 USE 5IMP50N CSI6 IN AN SPH INFO, DIAPHRAGM) T ical Led or Detail OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING SSIMPSON TITEN HD BOLTS HIGH WIND PROVIDE I I w/ (3q 0.131 x 3 1/2" NAILS TO HEADER MIN. Non-Brn Frame Down Header Detail - NAIL SHEATHING 60UNDARY SCALE: NTS "2x " KING STU ROOF 0.131 x 21/2"R.5. RING SHANK 1/16" 4" L530 OR DOUBLE BOTT. UN.O. L . WALL 0.131 x 3" COMMON COMMON 1/16' Y 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tex. 6" EQ, TYP PLATE ATSCALE: OPENINGS OVER WNECESSARY TO MAINTAIN PROPER NTS S 2HEN Multl-use ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK PK SPECIFICATION FOR KINGS t CRIPPLES 6`-2", TYP, CLEARANCES FOR THE WINDOW/DOOR DK/PK REVISIONS ADDED 160 MPH SHEETS 2X4 CROSS REVISIONS TFOLLOWING L FPLT .O. GEN NOTE REVISED WITHIN AN OPENING, IT IS ACCEPTABLE BRACING 6 48" O.C. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'46" (1) _ In 0 LU z TO UPSET THE HEADER SUCH THAT ONE OR BOTH OF THE TOP PLATES IS WOzc p aIn oW�=F w W 30=~ �oga � 3: U a 0== O g O N P U w,yp RAT RUNS FOR 4 BRACING 9 48" CRIPPLE 4 (1) KING IS REQUIRED ON ZOW zNF=o=- Ln _"j ELIMINATED TO MAINTAIN THE FULL FASTEN WALL yz a Z V 0 , F O W f i Z =VwW =fo=zwO II J II BOLT IREPLACEI" LENT CI -(ARL O 2X4 RAN RUN TRUSS SPANS O.C. ON TOP OF BOTT. EACH SIDE OF THE HEADER • AT OPENINGS 3'-6" TO 5'-2" IN Z DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING® 3" SET. IT IS NOT ACCEPTABLE TO JJ F,y',�Ww W _ =aim a~=� W BRACING � q.8" O.C. ON TOP OF o a O CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING IS REQUIRED ON EACH SIDE OF THE O.C. ALL AROUND SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE �I• (� LL ,, „ THE FOLLOWING J BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. V Z= M N N d M BOTT. CHORD -100 Z TRUSS SPANS HEADER 0# ED.R WHEN THE TOP PLATE IS Y w THE REVERSE IS NOT APPLICABLE FOR FRAME TO SLAB APPLICATION ONLY 0 Lu 3 U 000 U TYPICAL NAILING SCHEDULE TITEN HD BOLTS HIGH WIND v2" x 6" 1/2" x 8° NAIL SHEATHING 60UNDARY EDGE FIELD ROOF 0.131 x 21/2"R.5. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16' Y 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" Tex. 6" 6' 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED 9 RIDGE OR HIP. 6 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. FOR 4 TRUSS WOOD TRUSSES ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE SPH4 CONNECTORS 0 NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION SPANS 2-161 9 EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS SHOWN AT THAT LOCATIONS ARE NOT TRUSS JOINT ARE REQUIRED ON EACH SIDE OF PROVIDE NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. 3-0.131 x 3 I/224"O/C W/ 3-0.1331 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: ATTACHED W/ 2X4 BLOCKING THE HEADER DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS 0 FOUNDATION PAGE TAKES PRECEDENCE. " /� RS. ,s EA. TRUSS 3 1/2" RS. CRIPPLES VOR KINGS MADE ON 2", TYP. SHALL ATTACH DIRECTLY TO HEADER • - ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R IN WRITING. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALY. • END SIMPSON A34 SIMPS (ON SECOND FLOOR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS m 1" O C ALONG ALL SUPPORTS MIN 1/2" HIGH CONNECTOR E5Q3 OPENINGS UN 5'-0" ONLY (U SIMPSON STRENGTH OR W/4 -Ed X 1 1/2" (ON CONC. SLAB) SIMPSON HTT4 CSI(oBLO SPAN FLOOR SYS. TO 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNERS BELOW HETA 12 m 24"O.C. 4 4-8d X 11/2" EPDXY 4 (15) 111 NAILS MASONRY WALL INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS 005'-0" ONLY (1) SIMPSON WALLS WITH MAY UPLIFT, HTT4 W1-SIMPSON (SET EPDXY 4 ((118� dONAILS IN STRAPPING MAY BE ELIMINATED, UNLESS 14EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWISE NOTED E BLLED CELL R SIMPSON BELOW M60 IF Ext. Wall Con. Non -Load Brn . Location T Header Detail "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY v2" x 6" 1/2" x 8° 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/6" x 5" EMBED • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGEIC AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS 6 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.C. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. o Tical Nailin Schedules Floor,. Roof, Wall S 2 SCALE: NTS S-2 SCALE: NTS S 2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORIG. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERNG, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE59 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 NEW CODE UPDATES DK PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK PK REVISIONS GEN NOTE REVISED DK/PK _ In 0 LU z WOzc p aIn oW�=F w W 30=~ �oga � 3: U a 0== O g O N P U w,yp w QLL�W Z O J W zMID i-FazaQw �, w 00 ZOW zNF=o=- Ln _"j I yz a Z V 0 , F O W f i Z =VwW =fo=zwO . W O W Q WQ' W ��paF zp O ?WZ=O oza - W Cr_ LL 0 VWwV m¢Zz woZw> J Z W �a Q W WA —K� Q C JJ F,y',�Ww W _ =aim a~=� W o a O JM �I• (� LL LI V Z= M N N d M MIMI p -100 W !— 00 Mw HOZ-Io N �Ln _ w O 4 N 0# ZLL O Q Y w Z X M O 0 Lu 3 U 000 U Q W�- N L� O 0 0Z C/) w Z_ Q •p— � `% 1 U t q) Q DATE 03-06-18 SCALE NOTED DRAWN /yK/f DfC JOB _ Sheet content: Structural Details Sheet number: 52 \\\0.131 x 3" COMMON SEE TABLE FOR NAILING g 4-0.131 x 4 15,41' OR 8'-0" MIN. g 16 o.c. SCHEDULE ® SPLICE 3 1/2.1 COM. DOUBLE TOP PRE -ENG WOOD TRUSS (TYP) 4-0.131 x 3" PLATE `` APA RACED COMMON 3-0.131 x 3" COMMON iat �+ DOUBLE STUD EA. SIDE OF JOINT 0.131 x 3 SHEATHING. SEE r 4-0.131 x 3" 1/2" COM. NAILING SCHEDULE COMMON g 16 1..c. PT BOTT. TABLE FOR „ STUDS tv IV' o c. / ATTACHMENT. U.N.O. 4 ° / // '� PLATE 2-0.131x3" (1) SIMPSON LSTA122-0.131 COMMON / / STRAP 48" O.C. , / / �r- x 2x4 BLOCKING (U SIMPSON L5TA12 1/2" CEILING GYP BD W/ 5d /TRU,553 1/2" COM. Z-0.131 x 3 1/2" 507 OM ATTACHED W/ (TYP) OR COOLER NAILS 7 O.C. OR 6 COM. 48" O.C. ATTACHED CHORD 1/2" TOENAILS ORO.131 XIDE2x4 W1 2" NAILS (4BAY OR 8 FttFFROM AREA (0 5 ° SEE TABLE BELOW DOUBLE STUD CONDITION TO BOTTOM CHORD EACH END, 9 (0" O.C. MASONRY WALL) 1 FOR LAPSPLICE OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4 ° 5-0.131 x 3 1/2 811 MASONRY WALL 2 / ALL BLOCKING TO BE TOP PLATE FAFENER5 2-0.131 X 3 W/(1) *5 RESAR / �� COM. 2- 131 X i-n�It 1K1 vK1nrYnlIT >_1 At no i- Art 1tnaA1 RFPFd7Fi� 4f3" OC TYP 3 I �� I'//l SECURE RIDGE BEAM TO CLEAT W/ I ��~� / PT BOTT. PLATE I VVI • I . 11 \ IV \VVI�VbI 1 I Lh11 VI\ VI -1 I 1--ILl.wI\1"1L '• �. .. �� . - - --. - I COURSE E Expanded BlockingInformation Dia ram S 3 SCALE: NTs �/ - 3 a 2x4 10 16" o.c. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) DOUBLE TOP PLATE 0.131 x 3 I/2" COM. g 16 O.C. 3-0.131 x 3 p oft -0.131 x 3 1/2" COM. 1/2"COM. 6 CONTINUE SHEATHING BELOW LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36" 2 -ROWS 0131 x 3" a 3" 0/C 0.131 x 3" s 8" O/C I �� I'//l SECURE RIDGE BEAM TO CLEAT W/ I ��~� / PT BOTT. PLATE I S 3 APA RATED SHEATHING. SEE NAILING SCHEDULE (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT g RAFTER PROVIDE (5) 16d NAILS EA 2x4 10 16" o.c. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) �/ 1�� 4 STUD CORNER SINGLE STUD CONDITION 6 CONTINUE SHEATHING BELOW LAPSPLICE NAILING is SPLICE ALL OTHER NAILING 10'-0" TABLE FOR ATTACHMENT. (UXO) 4 END ) �. 2x4 BLOCKING ATTACHED W/ (2)X-5cl 24" 2-ROW5 0.131 x 3" a 6110/G 0.131 x 3" 6 8" 0/G (1) SIMPSON M5TA36 RUNNING F ALONG THE EXTERIOR *51DE� CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY S 3 02 SYP 8'-0" 2x4 10 16" o.c. 8'-8" - 6 CONTINUE SHEATHING BELOW 2x4 9 16" o.c. V-4" VI 1 r,L 1 VI- I -"I" I L VLI 11>=1\G AT GORIER MAY BE 10'-0" 2x6 10 16" o.c. ENGINEERING, LLC, OR ANY CONSTRUCTION 2x4 BLOCKING ATTACHED W/ (2)X-5cl 1/2" CEILING GYP BD W/ COOLER NAILS 1° (AS REQUIRED BY ONTINUOUS PERMANENT LATERAL 2x4 "T" BRACE CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. BRACING 1X4 48" O.C. REVISIONS 0.131 x 3 1/2" R.S. O.C. OR EQUAL, SCSI) OR LSTA12 PREFAB ROOF TRUSSES 0 PARTIALLY ENCLOSED SUCH A$ A BEARING WALL, USE THE FOLLOWING PLATES: DK/PK 0.131 x 3" COMM. 9 16' OL. MIN. ADDED 160 MPH SHEETS DK/PK TOENAILS EACH DIAPHRAGM AREA (4 GEN NOTE REVISED 24" O.C. ENTRYWAYS 4 PORCHES - PSFN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16" AWAY CUT SHEETS FOR HEtA 20 g 48" O.C. ATTACHED TO OVERLAP TRUSS BRACING END, UNO. �1/2" BAY OR 8 ft FROM MASONRY WALL) LLI a WHA? 3sZZ n U - PSPN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" /' Q W = N PRE-ENGINEERED cn M BOTTOM CHORD OF Cw U C GYP BD FLAT OR CATHEDRAL „ 1/2 CEILING NOTE 5 NOTE: AT 2x(o WALLS USE SPH6CL5 AND/OR WHEN TRUSS SCRAP IS / LL. Q PERMANENT BRACING THAT MY BE REQUIRED. WOOD TRUSSES GABLE s LEAST ONE TRUSS SPACE Lu ►-=1,-wnz W Lu c I^ = G m d W C< 4'-011 4'-0" = 12d COM. g NOT DIRECTLY O CM 2. "T" ACIN MAY 5RACING BE BRACE AS 8" MASONRY WALL % . - 6" OVERLAP Ln p 2x4 BLOCKING ATTACHED 1/1" CEILING GYP BD w/ 5d12" 1. ALL RAFTERS SHALL BE *2 SOUTHERN .YELLOW PINE g 24" O.C. MAX. SECTION SIZE SHALL O.C. 4-16d COM. • • °' ATTACHED) STUD USE (1) 0 USED IN PLACE OF REQUIRED BY SCSI WIN) *5 REBAR CONT. ALL BLOCKING TO BE w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING t0 THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. SIMPSON SPH4 SIMPSON SPI -141615 PERMANENT BRACING o IN KNOCKOUT COURSE > ko REPEATED 48 O.G. TYP. EACH END (UXO) EQUAL, DIAPHRAGM AREA (4 BAYI�__ UP TO 4'-0 -- 2X4 12'-0" TO 15'-0" ---- 2X10 SPH4 CONNECTORS SHOWN. UNLESS NOTED OR SIMPSON PROVIDED IT EXTENDS z � U - o w ;Z- O -ZcaLtj- OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0" t0 18'-0" ---- 2X12 '� q �° 2-2"x4" W11/2" PLYWD. OTHERWISE, AT A MINIMUM ALL SDWC15600 FROM SCUD TO TOP OVER a1 LEAST 9051. OF a - 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'5 UNSPECIFIED FRAME PLATE THE WEB. � Gable Diaphragm Side Wall d MAYBE TURNED TO FRAME purii F �� 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2 (NOMINAL) ,, FLATWISE SO NO CONNECTIONS SHALL n� 0 Gable Section - For Gable Less Than �CLB Diagonal Brace S-3 (For ulustration only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. °' s � SPACER IS NEEDED. .CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A *2 SOUTHERN YELLOW PINE 2x10. It SHALL BE FASTENED AS SHOWN W/ �16d COM. s1 6" O.C. 10d COM. 19 12" oc. 0.131''X3-1/2" END NAILS OR TOENAILS. COM. is 8" O.C. SEE NAILING APA RATED SHEATHING. SEE 5IMP50N M5TA24 TENSION STRAPS 9 EACH TRUSS USING (14) 10d NAILS. INSTALL THE 4-16d COM. SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING g EACH SIDE OF TRUSS 4 THREADING •A 5IMP50N MSTCM 60 FOR ATTACHMENTS ATTACHMENT. U.N.O.WK4) 0.131 x 3 1/2" NAILS sTHE INTERSECTING BLOCKING U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INT. HEADER (NON-BEARING) MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON WT520 W/ ( 20) 10d AN HTT4 WHERE LOCATION ALIGNS WITH A FILLED 5/8" DIA A.B.* NAILS FOR 2x12 RAFTERS (16)10d NAILS FOR 2x10 RAFTERS (14) 10d NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X411 TRUSS MA)< o RAFTERS WITH SPANS OF 4'-0" OR GREATER 2x6 RAFTER$ W/ SPANS LESS THAN 4'-0" PER JOINT BRACING APA RATED SHEATHING. RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W1(8)10d NAILS. - SEE NAILING SCHEDULE � TRUSSES 'S 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LSSU210 SLOPING HANGER W/ (10)10cl P General Wood Attachment • Details . KA Truss Bracing Overly Detail TABLE FOR ATTACHMENT. U.N.O. /2" CEILING GYP BD W/ 5d NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE l8) 10d 4 (6)10d S3 4 SCALE:NTS STUD CORNER COOLER NAILS 1" O.C. OR EQUAL, „ RESPECTIVELY FOR 2x10 RAFTERS. USE LSSU28 W/ 00) 10d 4 (5)10d x 1 1/2 FOR 2x8 STRArPNG NOWATION S 3 SCALENTS DIAPHRAGM AREA l4 BAY OR 8 _ 11 RAFTERS. USE LSU26 W/ (6)10d 4 (5)10d x 11/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-011 ft FROM MASONRY WALL) OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE 5IMP0N 45" BEAM BEAM W/ (8)10d NAILS. `II O.(1) STRAP C. INTERIOR ��,,1 6. WHERE NEEDED PROVIDE FLAT 2x6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR VOLUME °.. SEE FLOOR PLAN FOR (1) SIMPSON HETA20 48" O.G. ATTACHED TO SEE 2x4 BLOCKING ATTACHED W/ (2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. AREA �� .•'' LENGTH 4 WIDTH BOTTOM CHORD OF EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BLOCKING UNO. DBL TOP PLATE FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valle Set Attachment Detail ll) MSTA30 AT EVERY ��Z 0.131 x 3 1/2" R.S. NAILS 12" O.G. ALL-AROUND .: FLAT OR CATHEDRAL 1/2" " S-3 SCALENTS PRE-ENGINEERE PRE-ENGINEERE OTHER STUD (32 O.C. .w • FMAX.) FROM UPPER SCUD 8" MASONRY WALL W/(U *5 GYP BD WOOD ROOF OOD ROOF VRU55 REBAR CONT. IN KNOCKOUT COURSE •. NOTE: CROSS BRACING 4 TRUSSES INTERIOR ES TO LOWER TOP PLATE WRAP TOP PLATE AS 'i % •• �i l%••' INSTALL SIMPSON LU524 WALL SHEATHING NAILED PER 'O'/S-2 ALL BLOCKING TO BE REPEALED 48" O.G. TYP. KNEEWALL MIN. EA. SIDE OF THE STUDS 9 MIN. CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE *2 PLYWOOD TO EXTEND TO VOLUME AREA NEEDED FOR FULL i b �i NAILING. IF STUDS ALIGN / � DBL 2X4 16" O.C. TO BE PER NOTE *1 SOUTHERN YELLOW PINE 9 24 11 BOTTOM OF WALL INSTALL (1) STRAP SHALL EXTEND FROM UPPER STUD TO PLATE - CONT. O.C. MAX. SECTION SIZE SHALL MSTAM24 AT EVERY STUD (16" STRAP EACH p f1 V-0" (MAX.) TYP. Masonry Gable End BE DETERMINED ACCORDING O.C. MAX.)EMBED STRAP TRUSS (SEE LOWER STUD. u- > W/ SIMPSON HtS20 32" S 3 SCALE: NTS TO THE LENGTH OF SPAN AS FOLLOWS: AT EACH TRUSS Extended PLAN) Bottom Chord Attachment Details 2x4 WD CONST. -. >I i O.C.III 1.R cSl6 TO ALIGNING FLASHING ALL-AROUND UP TO 4'-0" ---- 2X4 s S 3 11 � 16 O.G. ua STUDS BELOW SADDLE 4'-0" TO 8'-0" ---- 2X6 SCALENTS w N SEE NAILING RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM 8'-0" TO 12'-0" ---- 2X8 WITH (4)0.131 X 3-1/2" NAILS 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. TO EA. STUD ALL AROUND 12'-0" TO 15'-0" ---- 2X10 NOTES: CUT OUTSIDE EDGE [APA ATTACHMENTS _ PERIMETER 1F ABUTTING _ 15'-0" TO 18'-0" --- 2X12 PLUMB TO ALLOW SOLID CONNECTION CS 16 TOP 2x4 DIAGONAL MASONRY USE P.T. SYP *2 LEDGER AND ATTACH TO 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN w/ ROOF SHEATHING CHORD TO CHIMNEY APA RATED t'-0' ATT/�ACHED W/(4) 0.131 x 3 1/2" NAILS 's MASONRY W/ 1/4" DIA. X 3" I APGONS (o O.C. MAX. NOTES : SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 9 _ BLOCKING w I/4 x " EA. SHEATHING. SEE MAX INTERSECTING LEAST 3/4 OF THE 5" WOOD SCREWS 6 4" CORNER NAILING SCHEDULE e BLOCKINGL ALL CEILING FRAME t0 BE AS PER TABLE THICKNESS OF THE LAST - `� • O.G. ALL TOP CHORD ENG. TABLE FOR 2. FOLLOW NAILING PATTERN FROM THE LAMINATION TRUSSES 9 24: O.C. ATTACHMENT. U.N.O.A-PLY, � APPROVED PLANS FOR SHEATHING PROVIDE 1/4" C4° LSTA12 "L" 1/2" CEILING GYP BD W/ COOLER NAILS 1" O.G. ATTACHMENT. W 3. HEN INSTALLING SIMP50N PRODUCTS REFER DIA. X 5 1/2" LAG SCREWS OR EQUAL _ 2x6 BLOCKING FASTENED TO H ENID EACH END OF E BRACE O OR EQUAL, DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 (SPACE AS SHOWN FOR 3 _ - ROOF SHEATHING FRAMING w 4-0.131 x 3 I/2"Z NAILS EACH END AREA (4 BAY OR 8 ft FROM MASONRY WALL) SPECIFICATIONS. ALL SERAFTERSTO E(Pt AT MASONRY #2 AND AME T Frame Down CI -PLY) 4. FOR 5 -PLY, PROVIDE 1/4 ,I DIA. X 1 LAG SCREWS ° 2x4, 2x6 OR 2x8 M . DEPTH A O.C. SEE FLOOR S 3 SCALE: NTS CONTACT) OR EQUAL (SPACE AS 1' B Fire I a Ce Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES 24" O.C. SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION FLAT OR CATHEDRAL 153 FOR ADDITIONAL 11 SCALENTS 2x BLOCKING V ALL (1) SIMPSON H10A OR HTS16 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT.H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING UND. S-3 SCALE: NTS V-0' MAX APA RATED PRE-ENGINEERED RE SHEATHING Sr TRUSSES m 24 APA RATED SHEATHING. SEE NAILING E NBRACE WALL HEIGHT 02 SYP 8'-0" 2x4 10 16" o.c. 8'-8" 2x4 9 16" o.c. 9'-0" 2x4 9 16" o.c. V-4" 2x6 9 16" o.c. 10'-0" 2x6 10 16" o.c. NOTES: INFORMATION 1 • TYPICAL AT ALL LOAD C MPING ONEN S LUMBER 1'11• I X11 ° TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." (LUMBER DEPTHS (2) 2"x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH w/ (2) ROWS OF w/ SIMPSON SD525600 WOOD BE SUBSTITUTED FOR RS. NAILS 0.131 x 3" R.S. NAILS e 6" SCREWS STAGGERED e 6" ANY STUD WORK AT IV' STAGGERED a 6 O.C. O.C. ALONG THE LENGTH O.G. ALONG THE LENGTH OF OC MAX. SPACING (*2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MIN.)" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" SCHEDULE TABLE FOR ATTACHMENT. 811 USE (3) ROWS. USE (2) ROWS 6 6" O.C- NAILING SCHEDULE 1..G. N 142 mph MAX., Ex . C, Enclosed, Exterior Frame Wall Tablejyp.Built- Up FOR o UN.O. ATTACHMENT. uN.o. Q Nailing Schedule for Built U Columns & BEAMS SEE DETAIL A S 3 SCALE: NTS ON THIS SHEET NOTE: THREE OR OMPRESSION WEB S-3 SCALE: NTS DROPPED (TYP) MORE REPEATED SLOPING OR GABLE END FOR IDENTICAL TRUSSES 61. VERTICAL OUTRIGGER' 1 II I SEE EXPANDED SHALL HAVE WHEN TRUSS 4 STUD ARE NOTE CONTINUOUS - (1) SIMPSON CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY DIAGONAL BRACES. THESE PLANS ARE THE PROPERTY OF ALIGNED SIMP60N TWIST STRAP TYPE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 19 PERMITTED BY 1. SEE TRUSS BOTTOM CO LSTA12 STRAP ENGINEERING, LLC, OR ANY CONSTRUCTION 2x4 BLOCKING ATTACHED W/ (2)X-5cl 1/2" CEILING GYP BD W/ COOLER NAILS 1° (AS REQUIRED BY ONTINUOUS PERMANENT LATERAL CONNECTOR (HTS/MTS) MAY BE SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND MANUFACTURER'S BRACING 1X4 48" O.C. REVISIONS 0.131 x 3 1/2" R.S. O.C. OR EQUAL, SCSI) BRACE (CLS) NAILED TO TRUSS 4 STUD ADDED 142 MPH SHEETS DK/PK TRUSS ENGINEERING MIN. ADDED 160 MPH SHEETS DK/PK TOENAILS EACH DIAPHRAGM AREA (4 GEN NOTE REVISED DK/PK BELOW. NO SPH4 IS WHEN STUD IS CUT SHEETS FOR HEtA 20 g 48" O.C. ATTACHED TO .' END, UNO. �1/2" BAY OR 8 ft FROM MASONRY WALL) LLI a WHA? 3sZZ n U NEEDED g THIS STUD. NOT ALIGNED ° WITH A TRUSS W = N ADDITIONAL cn M BOTTOM CHORD OF Cw U C GYP BD FLAT OR CATHEDRAL „ 1/2 CEILING ---PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB NOTE: AT 2x(o WALLS USE SPH6CL5 AND/OR WHEN TRUSS SCRAP IS / LL. Q PERMANENT BRACING THAT MY BE REQUIRED. DIAGONAL GABLE Lu ►-=1,-wnz W Lu c I^ = G m d W C< GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF NOT DIRECTLY O CM 2. "T" ACIN MAY 5RACING BE BRACE AS 8" MASONRY WALL % . NOTE: CROSS BRACING 4 Ln p 00 ZD SHOULD BE REPEATED APPROXIMATELY 20' INTERVALS. SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPH8 • • °' ATTACHED) STUD USE (1) 0 USED IN PLACE OF REQUIRED BY SCSI WIN) *5 REBAR CONT. ALL BLOCKING TO BE Q �0000U W Qu CONNECTORS IN LIEU OF SIMPSON SPH4 a PERMANENT BRACING o IN KNOCKOUT COURSE > ko REPEATED 48 O.G. TYP. 1x4 MIN. BRACING W/(3) 0.131 x SPH4 CONNECTORS SHOWN. OR SP2 PROVIDED IT EXTENDS z � U - o w ;Z- O -ZcaLtj- cin "1: 3 1/2" NAILS 6 INTERSECTING WEBS FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON OVER a1 LEAST 9051. OF a - EACH SIDE OF STUD TO TYPICAL H10A CONFIGURATION, DO NOT NAIL THE WEB. � BOTTOM PLATE 4 S ° THROUGH OTHER STRAPPING/CONNECTORS. purii SP2'5 ON EACH SIDEE OOF F °° REFER TO CONNECTOR NOTES FOR FRAME TO n� 0 Gable Section - For Gable Less Than �CLB Diagonal Brace @ 20' Max Intervals Detail STUD TRUSS CONNECTIONS.11TOTOPPLATES. ° I INC r M t 9� n ua 14 m NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS 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 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE y WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION unni■■�■�;��n�11111 THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o � � 1=-202 wONUj0W/ W LL O Ej moo<a � LLI a WHA? 3sZZ n U rrH �o LLOQ �c.y-- »uWz � W = N jLLm¢ sat7�c�W Z O�z"'�z I- >- cn M =ZZ00 FQOo NNWO¢w7 Cw U C �_�L-u� xHa2zw 00 LL WQF WD W �O-at- LL _ > W J zwZ28 0 �Z Q,= - Ti W LL. Q m Q Z Z Wow W, J Z Q W; Q W W- C C Q Lu ►-=1,-wnz W Lu c I^ = G m d W C< Q U rn O CM Z N`MN dM Ln p 00 ZD 0000 M W F- W N a �; 0 W N 3 lf) cc _ J N 0 C' Z LL n Q Y IN Z x m 0 LU Lj Q �0000U W Qu ZH Ln a 0 ron > ko U - o w ;Z- O -ZcaLtj- cin "1: purii n� 0 DATE 03 -co -o SCALE NOTED DRAWN MK/POK JOB - I INC r M t 9� n ua 14 m NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS 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 19 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o � � 1=-202 wONUj0W/ W LL O Ej moo<a � LLI a WHA? 3sZZ n U rrH �o LLOQ �c.y-- »uWz � W = N jLLm¢ sat7�c�W Z O�z"'�z I- >- cn M =ZZ00 FQOo NNWO¢w7 Cw U C �_�L-u� xHa2zw 00 LL WQF WD W �O-at- LL _ > W J zwZ28 0 �Z Q,= - Ti W LL. Q m Q Z Z Wow W, J Z Q W; Q W W- C C Q Lu ►-=1,-wnz W Lu c I^ = G m d W C< Q U rn O CM Z N`MN dM Ln p 00 ZD 0000 M W F- W N a �; 0 W N 3 lf) cc _ J N 0 C' Z LL n Q Y IN Z x m 0 LU Lj Q �0000U W Qu ZH Ln a 0 ron > ko U - o w ;Z- O -ZcaLtj- cin "1: n� 0 DATE 03 -co -o SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: S3-142 NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHs CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN SEE IN FIELD AND REPORT ANY D15CREPANCIE5 PAGES FOR STUD (12)10d NAILS EACH, 2x8, USE SIMPSON SPI'S ON VORTEX ENGINEERING, LLC., AND SHALL BE ELE WALL CONNECTION W/O WINDOW ROOF COVERING EACH SIDE OF STUD t0 YYJTHOUT WRITTEN APPROVAL OF VORTEX WALLW/O WINDOW EXECUTED FROM THESE PLANS WfTHOUT THE EXPRESS APPROVAL OF VORTEX BOTTOM PLATE 4 SIMPSON INSULATION GYP. BOARD SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5P2'6 ON EACH SIDE OF DETAIL DETAIL BAFFLE REVISIONS SEE ELEVATION PAGES F STUD TO TOP PLATES. DK/PK REVISIONS ADDED 142 MPH SHEETS UN.O." BAFFLE ENGINEERED DK/PK REVISIONS SHEATHING DETAIL DBL. 2 x 4 6 �" O.C. MAOF X. ENGINEERED TOP PLATE 12 PAGES FOR SOFFIT 4 FASCIA. DETAIL ROOF TRUSSES 624 O.C. MAX. INSULATION PER COMMUNITY SIMPSON SPH4 SEE Lu �ooaa D 12 WSZzD U 6 EACH STUD ELE e-•1 = N INSULATION PER COMMUNITY SPECS OR ENERGY CALCS (2)-2x WD. HEADER (UN.O.) W/ t0 TOP PLATE SEE ELEVATION � =Z W SHQ=ZW 0 O O TO TOP PLATE SEE IN FIELD AND REPORT ANY D15CREPANCIE5 PAGES FOR STUD (12)10d NAILS EACH, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE ELE WALL CONNECTION W/O WINDOW ROOF COVERING UIRETURN t -.ARD YYJTHOUT WRITTEN APPROVAL OF VORTEX WALLW/O WINDOW EXECUTED FROM THESE PLANS WfTHOUT THE EXPRESS APPROVAL OF VORTEX 4 SHEATHING INSULATION GYP. BOARD SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEOFICATION5 ACCOMPANY THESE DETAIL DETAIL BAFFLE REVISIONS SEE ELEVATION PAGES F INSULATION DK/PK REVISIONS ADDED 142 MPH SHEETS ROOF COVERING 4 BAFFLE ADDED 160 MPH SHEETS DK/PK REVISIONS SHEATHING DETAIL GEN NOTE REVISED SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT 4 PAGES FOR SOFFIT 4 FASCIA. DETAIL WINDOW SEE FLOOR INSULATION PER COMMUNITY u,O,<w7Q p W 0 - 2�ZZJ FASCIA DETAIL Lu �ooaa D WSZzD U SPECS OR ENERGY CALCS w~oma 5=8<z e-•1 = N INSULATION PER COMMUNITY SPECS OR ENERGY CALCS (2)-2x WD. HEADER (UN.O.) W/ =Qzz J F.Qzz ZNw O�CC7 1/2" GYPSUM CEILING BOARD � =Z W SHQ=ZW 0 O O "'1 Luj L 1/2" FLITCH PLATE SEE FLOOR Q~ �Q O �wZ .1 LL INSULATION PER WD. (U SEE 1/2" GYPSUM CEILING BOARD 1/2"TRUSS PLAN FOR EXACT SCHEDULE WINDOW SILL CAULK 6 WINDOW HURRICANE ANCHOR 6 EACH SEE TRUSS LAYOUT FOR O W Q Q FLOOORR PLAN FOR E LAR E � M WINDOW SILL CAULK WINDOW SCRAPPING INFORMATION LO Ln SCHEDULE SEE HURRICANE ANCHOR 6 EACH n- en Q � 0�0 --jLr) � Lu(- p 00 M Lu oC � O w c.4 3: Ln TRUSS SEE TRUSS LAYOUT FOR p k O z LL O DBL. 2 x 8 SYP TOP PLATE W/ Q z X ELEVATIONS STRAPPING INFORMATION LL Q F- Lu 5IMP50N SPH& 6 16" O.C. EACH V) Z WINDOW SEE FLOOR CL SEE STUD (12) 10d NAILS EACH. > PLAN FOR SIZES DBL. 2 x 4 SYP TOP PLATE W/ 7/16" APA RATED SHEATHING 2 x 4 SILL 6IMP50N SPH4 6 16" O.C. EACH 0 A T ical Two Story Wall Section � Typical Two Story Wall Section S 4 SCALE: NTS S 4 W/O Floor Syste 1 1 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY STUD (12)10d NAILS EACH, THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE ELEVATION PRO -ECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE UIRETURN t -.ARD YYJTHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WfTHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. GYP. BOARD SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEOFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS RETURN REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK WINDOW SEE FLOOR u,O,<w7Q p W 0 - 2�ZZJ LIJ Lu �ooaa D WSZzD U p w~oma 5=8<z e-•1 = N W Z O J w O �/ QG]C L W LL o�z�az �' N M 000 =Qzz J F.Qzz ZNw O�CC7 PLAN FOR SIZES � =Z W SHQ=ZW 0 O O "'1 Luj L cr- Q~ �Q O �wZ .1 LL INSULATION PER Z CD W aQ Q wyZjZ�C Q _ I- Q WINDOW SILL CAULK 6 WINDOW O W Q Q � M WINDOW SILL CAULK WINDOW LO Ln COMMUNITY SPECS E5 cMn n- en Q � 0�0 --jLr) � Lu(- p 00 M Lu oC � O w c.4 3: Ln z w �t N p k O z LL O �C w Q z X I= OR ENERGY CALLS LL Q F- Lu Q V) Z d CL rO o > 1j.,/ 7/16" APA RATED SHEATHING 2 x 4 SILL z_ O` 0 2 x 8 SILL MIN., NAIL PER SCHEDULE J I- n� DETAIL "O" ON SHEET 5-2 n�n, Ltj q) Q DATE 03-08-18 SCALE NO MO DRAWN MK FCK INSULATION PERCOMMUNITY 2X FRAME WALL SEE TABLE2X SPECS OR ENERGY CALCS FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR "N" ON SHEET 6-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 1/16" APA RATED SHEATHING 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 ON SHEET 5-2 - A, PRE ENGINEERED WOOD w; FLOOR TRUSSES 6 24" O.C. INSTALL 1/2" DIA. x 8" 2 x 4 SOLE PLATE BOLTS 4 WASHERS W/ 5" IMBED= C N 6 2'-0" O.C. (MAX.) CENTERED ON WALL. Z Y V SIMPSON CSI6 OR 5IMP60N •' z M5TA36 6 32" O.C. OR EVERY OTHER STUD, TYP, BLOCK AS NEEDED USE DOUBLE KO BLOCK COURSES WITH SIMPSON SPHS �� I •'•••....., 2-05 BARS CONT. IN EACH. 2x4 "2 SYP RIM w/ (5) 0.131 x (NOTE: FOR LOCATIONS WHERE THE 3 1/2" NAILS EA. TRUSS JOIST HORIZONTAL OPEN DISTANCE (UNBRACED (INSET) LENGTH OF MASONRY WALL TOP) IS LE55 2x8 PT SOLE PLATE 2x4 FLATWISE THAN OR EQUAL t0 6'-6" AND DOUBLE VERT. BLOCKIN :j + 5IMP50N PETA20 6 32" O.G. IF COURSE SHOWN IS NOT NOTED AT THE • AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOISTS. 624" O.C. FLOOR PLAN, IT IS ACCEPTABLE TO USE NAILING IN STRAPS. MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2 -*5 IX P.T. FURRING HORIX 2x4'"2 SYP RIM w/ (5) 0.131 x TRUSSES BARS CONT. IN LIEU OF THE DOUBLE .A 3 1/2" NAILS EA. TRUSS JOIST •'� 1/2" CEILING GYP. BOARD SEE COURSE SHOWN IN THIS DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN • • (INSET) NOTE ON N-1 PAGE FOR SHALL CONTROL. GARAGE APPLICATION SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ OND BEAM FOUR �SOL SOLILOCK D PSI) SEE TRUSS LAYOUT FOR W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER a OPENINGS 1 x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 8" CONC. K.O. BLOCK BOND 0SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE BEAM POUR SOLID W/ I - REBAR CONT. HORIZ, MIN. I x P.T. BUCK STRIP I x P.T. BUCK STRIP LAP = 25° WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW SILL - CAULK 6 WINDOW WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT PRE -CAST GONG. SILL 1/2" GYPSUM BOARD WIND RESISTANT PRE -CAST CONC. SILL 1/2" GYPSUM BOARD 4" HIGH CONC. BLK 4" HIGH CONC. BLK 8" CMU PER ASTM -C90 19004"CONC. PSI MIN. W/ TYPE M S` SLAB. 8" CMU PER ASTM -C 90, 1900 4CONC. SLAB. MORTAR PER ASTM -C 2�0. -G SEE FOUND. PLAN PSI MIN. W/ TYPE M OR S MORTAR PER ASTM6 SEE FOUND. PLAN 5/8" CEMENTITIOU 5/8" GEMENTITIOUS FINISH PER FBCRFINISH PER FBCR 103.12 .•. • ..: 103.72 :' •5 - - - a' FOOTING SEE _ A : �:.A•. .� .. - FOOTING SEE - - FOUNDATION PLAN FOUNDATION PLAN .. FOR SIZES 4 MORE . .. FOR SIZES 4 MORE - d NFO. INFO. A T ical Two Story Wall Section � Typical Two Story Wall Section S 4 SCALE: NTS S 4 W/O Floor Syste 1 1 1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PRO -ECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, YYJTHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTION EXECUTED FROM THESE PLANS WfTHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEOFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK uj a Q Q x zZ LU u,O,<w7Q p W 0 - 2�ZZJ LIJ Lu �ooaa D WSZzD U p w~oma 5=8<z e-•1 = N W Z O J w O �/ QG]C L W LL o�z�az �' N M 000 =Qzz J F.Qzz ZNw O�CC7 cW C -u � =Z W SHQ=ZW 0 O O "'1 Luj L cr- Q~ �Q O �wZ .1 LL w W 3 U UZ Q(_N W u=utJ, Z-wv„n Z CD W aQ Q wyZjZ�C Q _ I- Q W Q1J •HW CL" LLi cr tz O W Q Q � M oM LO Ln LLi E5 cMn n- en Q � 0�0 --jLr) � Lu(- p 00 M Lu oC � O w c.4 3: Ln z w �t N p k O z LL O �C w Q z X I= �c»O 1x 00 V LL Q F- Lu Q V) Z d CL rO o > 1j.,/ z_ O` 0 U, J I- n� n�n, Ltj q) Q DATE 03-08-18 SCALE NO MO DRAWN MK FCK JOB Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING e 48" 0/C SPH4 CONNECTORS SHOWN. FOR THE FIRST V-0" OF END WALLZND FLOOR FRAMING AT 2x8 WALLS USE SPHS FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF 5IMP50N SPH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1 SIMPSON C5I6 OR MSTA36 STRAP . 5PH4 CONNECTORS SHOWN. STUD WITH 12-10d x 11/2 COMMON TOE NAILS t7,/V 32" O.C., EVERY OCHER FOR WALLS LARGER THAN NAILS. 2x8, USE SIMPSON SPI'S ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N FOLLOW TABLE BELOW SP2'S ON EACH SIDE OF FOR APPROPRIATE --FLOOR JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. UN.O." SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED 6 WEEP SCREED INSTAILED PER MAX. 16" O.C., SEE MANUR SIMPSON HETA20 9 32" O.C. MAX. 1 2x4 S.Y.P. 02 RIBBON 2"X4CROSS BRACE W/4 -10d m EA. FLOOR s 48" O/C FOR THE TRUSS. - 1ST 2'-0" OF END WALL CS16 OR MSTA 36 S W/ (4) 0.131X3 1/2" EA. END 32"O.C. (36" LONG) N INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 SYP "2 WOOD 3-0.131 x 31/2" g EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d HETA20 32" O.C. ON THE im 48" O/C FOR THE FIRST 2ND FLOOR FRAMING TOENAILS. 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED SIMPSON CS16 OR MSTA36 OR W/ l3) 0.131 X 3" TOE NAILS EQUAL AT EACH STUD, TO STUD NOTE: (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/6-3 FOR STUD INFORMATION BLOCKING. OOR SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR JOIST -SEE FRAMING PLAN RTA H USSES ITER IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "Hu a LT. Frame/Mason Connection # 1 TRUSSES ARE S 5 SCALE: NTS NOTE: PARALLEL, PROVIDE z77!!!! BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING AS ADD 2x4 BLOCKING s 0.131"x3-1/2" TOENAILS DELINEATED MSTA3�o OR GS16 OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE SET. (MIN. STUD GRADE NOTE: 2"X4" CROSS BRACE HETA20 WHICH IS NOT PROVIDE A MINIMUM SYP) "AT 2x6 WALLS USE SPH6 Q 48" O/C FOR THE ALIGNED W/ TRUSS VERT. 2 PLY END STUD A7 CONNECTORS IN LIEU OF 16T 2'-0" OF END WALL WEB USING 2-0.131" X 3 1/2" EACH END of SPH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" 6 EA. END TOENAILS's EA. END. SEGMENT At 2x8 WALLS USE SPH8 INTO 2"X4" BLOCKING INSTALL SIMPSON C516 CONNECTORS IN LIEU OF CRO55 STRAPS WITH (1) SPH4 CONNECTORS SHOWN. FULL DEPTH 0.131'x3-1/2" NAIL AT EAG FOR WALLS LARGER THAN BLOCKING 0 PASSING STUD AND 2x8, USE SIMP50N SPI S ON , BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD TO SHEATHING EDGES 2x STUDS MINIMUM AT EACH END TC BOTTOM PLATE 4 SIMPSON w/ (3) 0.131"x3 -I/2" �� TOENAILS EA. END 16 O.C. TOP AND BOTTOM PLATES/END STUDS. SP2'5 ON EACH SIDE OF -. „ ?• CONSTRUCT WALL _ STRAPS SHOULD BE STUD TO TOP PLATES. U.N.O. FLOOR '�• A5 LOAD BE DIAGONAL AND AT 45 SIMPSON SPH4 TO 2"x4" PANEL BLOCKING S 48" O.C. FO JOIST �� WITH UPLIFT REF. = DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. D RELATION TO END. (TYP) TOP 4 BOTTOM CHORD (TYP) l HORIZONTAL. TYPICAL. BOTTOM OF WALL. SIMP50N HTT4 OR ATTACHED W/ (2)16d TOE NAILS. EQUAL AT EACH z la" DIA Nur END OF SEGMENT MIN "4 DIi:. - DIA x 1/8" 8WHEN CROSS BRACE ANGLE WASHER GREATER THAN 45' EXTEND PANEL THREAD DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD 15 OVER A I/2" DIA r�"DIA SPACING 4 SIZE OF VOID SPACE, ANCHOR 6OLT WALL STUDS. STUDS INSTALL SOLID 2x SHALL BE INSTALLED JOINT BLOCKING BELOW. PA.B. EXTENSION DETAIL 6 MAX. 16" O.C. N COUPLER NUT `��` �;.•• • INSTALL 5/8" Az r5z 5z �_ THREADED ROD IN t SIMPSON SET DIA. 1/2" J -BOLTS 2"x4" GROSS BRACE 9 48" O.G. FOR : O J� EPDXY OR EQUAL OR WITH SIMPSON THE let 2'-O" OF END WALL W/ (2) lOdx3" = — . WITH &" MIN �� Y . Z AT CROSS SEt EPDXY, 5 2X4 RIBBON EA. END INTO 2"x4" BLOCKING. = v EMBEDMENT, SEGMENT, IF SHHEEATHING 15 EMBEDMENT g 24° W/ 3-16d (ANGLE NOT TO EXCEED 45') SEE ••• WHEN ;�� ATTACH WALLBOARD, EA. TRUSS. .�. (SEN ANGLE IS GREATER THAN 45' DISTANCE IS �i �'••. . ATTACH WITH 6D COOLER CROSS BRACE g 48" O.C. FOR THE 1st LESS THAN 2'-O" ��i �b CMU WALL - SEE 2X BOTTOM PLATE WITH (4) NAILS AT 1" O.G. OR "6 X ALO SCREWS 6" D 1 4'-0" OF END WALL: THE FIRST BAY ''��II FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. TYP. MORE INFO. TRUSS OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRUSS/RIM JOIST AT 4" O.G. ALL NAILS TO BE SEE NAILING SCHEDULE 0.131'x3-1/2" MIN. TYPICAL. CHEDULE AT O/52. NOTE: SIMPSON A35 ANGLE REFER TO TYPICAL 2-STORY SEE 'N'/5-3 FOR STUD INFORMATION W/ 1L -SEA 1 TU WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD A Cross Strapping Detail LT. Frame/Mason Connection #Z E Floor Truss Parallel To Brg. Wall 2X4 BEARING S-5 SCALE: SCALE:NTS NTS S-5 S-5 SCALE: NTS WALL W/ STUDS ® 16" O.G. 1/16 APA RATED WOOD SHEATHING SIMPSON SPH4 EA. STUD NOTE: NOTE: AT 2x6 WALLS USE 5PH6 AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF PRE-ENGINEERED PRE-ENGINEERED SPH4 CONNECTORS SHOWN. TRUSSES X24" TRUSSES 624" O.C. O.C. SPH4 CONNECTORS SHOWN. ENGINEERED ROOF FLOOR JOIST ROOF TRUSSES AT 2x8 WALLS USE SPH& AT 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF 17 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 5PH4 CONNECTORS S FOR WALLS LARGER THAN FOR WALLS LARGER THHANOWN. 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY CALCI 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY CALCS CEILING BOARD PER EACH SIDE OF STUD TO EACH SIDE OF STUD TO ARCH. PLANS BOTTOM PLATE 4 SIMP50N 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR 9 EACH TRUSS SP2'S ON EACH SIDE OF STUD TO TOP PLATES. UN.O." STUD t0 TOP PLATES. UN.O." HURRICANE ANCHOR ,a EACH TRUSS PROVIDE CONTINUOUS SCRAPPING PROVIDE CONTINUOUS STRAPPING HT516 W/ 16-10d CONNECTION TO FOUNDATION 2x4 BLOCKING w/ NOTE: CONNECTION TO FOUNDATION EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE SPH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF 2x4 SOLE PLATE 2x4 SOLE PLATE HANGER PER TRUSS PRE-ENGINEERED SPH4 CONNECTORS SHOWN. PROVIDE (2) 111 5PH4 9 EA. STUD 6PH4 6 EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS USE SPI -18 COM 10 EACH TRUSSPROVIDE (2) 16d CONNECTORS IN LIEU OF 1/2" GYPSUM COM 6 EACH TRUSS 1/2" GYPSUM SPH4 CONNECTORS SHOWN: H Floor Truss To Girder Connection FOR WALLS LARGER THAN SIMPSON C516 W/ MIN (22) 10d - 3/4" T4G GLUED W/ CONSTR ADHESIVE SIMP50N CS16 W/ MIN (22) 10d3/4" T4G GLUED W/ CONSTR. ADHESIVE 2x8, USE 6IMP50N SPI'S ON COMMONS (12 MIN. EACH END) COMMONS (12 MIN. EACH END) S 5 SCALENTS 11050 MAX 6 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "O" „ 4 NAILED SEE SCHEDULE DETAIL "O" EACH SIDE OF STUD t0 ON SHEET S-2 1705 MAX g 24 O.C. MAX OR BOTTOM PLATE 4 SIMPSON EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP ON SHEET S-7 SP2'S ON EACH 51DE OF PLATE (1ST FLR)PRE ENGINEERED WOOD PLATE (1ST FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES. FLOOR TRUSSES 9 24" O.G. FLOOR TRUSSES 6 24" O.C. EXTEND SHEATHING TO UN.O." 2x4 112 SYP RIM w/ (3) 2x4 *2 SYP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRUSS 16d NAILS EA. TRUSS WALL GIRDER JOIST (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ STUDS ® 16" O.C. PROVIDE (3) 0.131 X SIMPSON MT516 9 3-1/2 TOE NAILS AT EACH FLOOR TRUSS v16 APA RATED FLOOR TRUSS TO WALL 24" O.C. MAX. PRE-ENGINEERE RE -ENGINEERED BELOW 1/2 GYPSUM CEILING BOARD W/ KN CK - GYPSUM CEILING BOARD W/ KN CK - FLOOR TRUSS -WOOD SHEATHING FLOOR TRUSA DOWN DRAG FINISH SEE NOTE ON N-1 PAGEDOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION 1/16 SHEATHING MIN., FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ SEE GENERAL NOTE 3-0.131 x 3 1/2" TOENAILS DBL. ZX TOP PLATE w/ SIMP50N SPH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ SIMPSON SPH4 EA END 9 16" O.C. w/ (12)10d NAILS EACH 0 16" O.C. w/ (12)10d NAILS EACH 2 x 4 RIBBON 1/2" GYPSUM BOARD ATTACHED TO EACH 1/2" GYPSUM BOARD FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT 24" x 31/2" NAILS 1/2" sANCHOR BOLT 24" O.C. W/ NUT 4 2" SQUARE WJ NUT 4 2" SQUARE SIMPSON CS16 SIMP50N CSI& EA. STUD PT 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLACE W/ O.C.O. 1/81'1UTWASHERS2" SI MIN C 160 To BASE OF 2x4 SIMPSON SPH4 9 EA. PT2XSIMPSON T. PL g EA. COMMONS ll1 RIBBON BELOW WT516 EA TRM STUD w/ ll0) IOd NAILS STUD W/ (10) lmd NAILS MIN. EACH END) EACH FOUND.. SLAB. SEE EACH 4"GONG. SLAB. SEE SIMPSO Tyr LOADFOUND. PLAN FOUND. PLAN BEAM / GIRDER HE0 REFER TO TYPICAL 2 -STORY WALL IUALL :� SECTION FOR INFORMATION NOT W/UPLFT A2x 807. PLATE PRE-ENGINEERED CMU WALL SHOWN FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION • • PLAN FOR SIZES 4 MORE INFO. W/ 2-0.131 x 3 1/2" FLOOR TRUSS C Cantilevered Floor Truss Over Wall tr PLAN FOR SIZES 4 MORE INFO. NAILS 9 6" O/C S5 SCALE: NTS A Typical Two StoN Interior Bearing Wall Section ro Typical Two StoN Interior Bearinq Shear Wall Section 6,Second Floor Frame Connection @ Girder S-5 SCALE: NTS S 5 SCALE: NTS $ 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TRUCTIOJ EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, L.L.G SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC,. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED142MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK = 'm O ¢ w p W O Z W�••• N Qz W am=- Ld p ''o�xa uf1 �o mac-= 5me = N �azaOW OC cn M WW =ZZw ZNQ�Z :~ J L rQOo N',nWO0l7 �S2RW =tea=zW p O Lu LL LL_QFQ w�0�¢~ ZW>WO �p30 uwZ2- W J � LL U Lu V c�za�Ln Lu YVUO - WC7Wwj J _Z - W Q Z W W Z> C' Q o = Q =anJ F-WW �m a�� cn W 0 o a 0 cn N o cn �O (� � Ln Lu O� Z E5 `M :./•I f.M a�� Ln p J 00 00 M W 1.-LLI w N V) - Z w OLn Ln C7 ZLL�Q Y w Z a > ciri 0 0 W w ~ .-4 U - X ¢ F_ oo a LL W ZZ N d r0 a > i �n • vJ s U lig Ui q DATE 03-27-18 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: DR R FFUIC BLOCK U IIn6xIU16 (MOO)COVE Mc Ixb TRIM (WINDOW PER PLA (WINDOW PER PLAN) CIOMPOSITE WINDOW —� SQUARED DETAIL EDGES Ix6 TRIM BEAD BOARD------_ PANELING DRYWALL FINISH —� OVER FURRING ON BLOCK WALL (WINDOW EAD SILL PER PLAN) LINE OF WALL—,,,, BELOW LINE OF WALL— lx6 TRIM BELOW LINE OF TRIM -------- (NICHE PER PLAN) ELEVATION COMPOSITE WINDOW SILL SQUARSED DETAIL EDGE INVERTED 2 1/4' DOOR CASING BELOW ------ LINE aF CASING PER PLAN) DRYWALL FINISH BELOW NDOW COMPOSITE WIPLAN OVER FURRING ON SILL BLOCK WALL COMPOSITE WINDOW DRYWALL FINISH SILL OVER ��2x WALL (SEE PLAN WINDOW STOOL W/ TRIM AND BEAD BD, NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN scar: r - r-0' PLAN SPECIFIC PER PLAN WAM r • V SHIM AS 1'-4' REQ'D. 8' W. CORIAN I' INVERTED 2 114' INVERTED 2 1/4' DOOR CASING (0366) STD. 2x STIRS (PER BASE FLAW CABINS? 1/2, DRYWALL 8' W. OMM 3 V4' BASE BD. O, DlirrlW .L (036(g) QUARIER 2x STUDS (PER ROUND RESISTANT CALI. TOP SCALE Of -- P-0' SHIM AS 1'-4l 110D. 8' W. CORIAN TEMP. SL ENCLOSURE ENCLOSURE INVERTED 2 1/4' (0366) DOOR CASING ("366) cNco 0 00 3�E 2x STUDS (PER STD. PIAN) SASE 8' W. OMM CABINET O, DlirrlW .L r— TILE FINISH 3 1/4' BASE BD. 2x STUDS (PER (0366) RESISTANT QUARTER ROUND HIGH 5CALE: In' =1'-0' TEMP. GL ELEVATION TILE 8' W. CORIAN TEMP. SL ENCLOSURE ENCLOSURE CAP (0366) WINDOW cNco 0 00 3�E LINE OF WALL V2' DRYWALL 8' W. CORIAN HIGH PER PLAN 8' W. OMM TILE FINISH WALL CAP r— TILE FINISH OYER WATER 2x STUDS (PER CAI- AP2x RESISTANT PLAN) RESISTANT � LINE OF CASING rI WALL BD. HELD OVER 1/2' Of DRYWALLit SHOWER BATH SHOWER BI -PASS DRS. it SHOWER 3 1/4' BASE BD SIDE 2xSTUDS (PER :d STD. PLAN) ' 2 � V5 YAMTY CABINET O LIZ3 1/4' BASE BD. (0366) VANITY LOW WALL SCALE: In' =1'-0' (WINDOW PER PLAN) SILL SCOMPOSITE WINDOW LL ES�RSED DETAIL DOOR CASING (0366) if 1 II DRYWALL FINISH OVER FURRING ON BLOCK WALL Z FY TOP ELEVATION TILE 8' W. CORIAN TEMP. SL ENCLOSURE I IN CAP (0366) WINDOW cNco 0 00 3�E LINE OF WALL V2' DRYWALL 8' W. CORIAN HIGH PER PLAN BELOW CAP CAP TILE FINISH WALL CAP r— TILE FINISH OYER WATER 2x STUDS (PER Ir OVER WATER RESISTANT PLAN) RESISTANT WALL BD. LINE OF CASING rI WALL BD. HELD OVER 1/2' Of DRYWALLit SHOWER BATH SHOWER BI -PASS DRS. it SHOWER 3 1/4' BASE BD SIDE (WINDOW PER PLAN) SILL SCOMPOSITE WINDOW LL ES�RSED DETAIL DOOR CASING (0366) if 1 II DRYWALL FINISH OVER FURRING ON BLOCK WALL Z FY TOP ELEVATION WHITE PINE (WINDOW Of DRYWALL—,,,—.3 PER PLAN) 181 -PASS (0366) PLAN)R cNco 0 00 3�E LINE OF WALL HIGH PER PLAN PLAN) BELOW WALL CAP DETAIL SILL 36' OR 42' �:T 1/2' OUT 2 1/4' DOOR EIVE TILE) LINE OF CASING HELD OVER 1/2' BELOW ------------- 10366) �� T COMPOSITE WINDOW L DRYWALL FINISH SILL PLAN OVER FURRING ON BLOCK WALL SECTION PLAN TYP. WINDOW SHOWER LOW WALL SHOWER WINDOW STOOL DETAIL SCALE: Of = 14' SCALE: 114' ° I'-@' )TE: DRAWINCz5 ON 11 "xil' SHEET WILL BE ONE HALF THE SCALE NOTE] FLOORING / 5A5E BOARD NOTE; - WHEN TILE FLOOR 15 5ELECTED ONLY 8A5E BOARD 15 IN5TALLED. WHEN WOOD FLOOR 15 5ELECTED 5A5E BOARD AND 5HOE MOULD ARE IN5TALLED. Ix JAMB (51 -PASO, DRS. MF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING ("366) HELD DOWN 1/2' 1/2' WOOD FILLER MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLC DRYWALLTEP AND 3 i/4' BASE BD. /x(0366) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: If -- I'-0' WINDOW VAIL DOOR CASING (0366) 5 1/4' CRM ' (045) SCAZ r . Nr b8 HEAD WHITE PINE DRYWALL FINISH Of DRYWALL—,,,—.3 2x WALL (SEE 181 -PASS (0366) PLAN)R cNco 0 00 3�E DRS. PER HIGH PER PLAN PLAN) KNEE WALL CAP DETAIL IJ2 36' OR 42' 2 1/4' DOOR CASING (036(o) HELD OVER 1/2' 2x6 STAIR PLAN TYP. BI -PASS DRS. CASING D ETAI L sCaLF- r • r -v MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER LAP SLC DRYWALLTEP AND 3 i/4' BASE BD. /x(0366) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: If -- I'-0' WINDOW VAIL DOOR CASING (0366) 5 1/4' CRM ' (045) SCAZ r . Nr b8 RR011NEp WR W/ WHITE PINE Of DRYWALL—,,,—.3 V4' BASE BD. W SrA'IE SIR1Er EA5r C EGAA& RARIDA 34M M3.925. L300 MEL 813. 925.I800 FAX W W W.DAVEMEW5.CCM TAMPA • DENVER. (0366) 2x6 WALL cNco 0 00 3�E 36' OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN wAs- r'r-v IxI0 RMOVER Wi 134fT1:PNE DAVIS BEWS DESIGN GROUP ROUTERIn' W SrA'IE SIR1Er EA5r C EGAA& RARIDA 34M M3.925. L300 MEL 813. 925.I800 FAX W W W.DAVEMEW5.CCM TAMPA • DENVER. L cNco 0 00 3�E 3 1/4' BASE BD. (0366) 2x6 WAIL 36' OR 42' P64 PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN sca rr r • r� *.w NIS]? 22066' CAD FE 7UN MILDER TD ISSUED 06-16-18 RENSrED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROUP W SrA'IE SIR1Er EA5r C EGAA& RARIDA 34M M3.925. L300 MEL 813. 925.I800 FAX W W W.DAVEMEW5.CCM TAMPA • DENVER. x a cNco 0 00 3�E M COD ��►: *.w NIS]? 22066' CAD FE 7UN MILDER TD ISSUED 06-16-18 RENSrED 07-07-16 10-05-16 11-02-16 TRIM . TITLE • TYPICAL 7R/11 DETAILS DAVIS BEWS DESIGN GROUP W SrA'IE SIR1Er EA5r C EGAA& RARIDA 34M M3.925. L300 MEL 813. 925.I800 FAX W W W.DAVEMEW5.CCM TAMPA • DENVER. ---� EST M4 ��- TRIM . TITLE • TYPICAL 7R/11 DETAILS W-1021 STANDARD - 42" {�. ROSETTE KNEEWALL ¢jj E' `ea �F ,�, MIN. HOLE DEPTH FOR BALUSTERS IN r0 HAND STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) U— NOW DAVIS BEWS DESIGN ORM _ `n RAIL (KEEP HOLE +n N L WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT (OPT. LJ -6010 DEPTH THE SAME At (DOUBLE KNUCKLE FITTNG IURDUGNT IRON BALUSTERS EACH BALUSTER i� 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO 2x STUD WALL w/ 36" H: RAILING DRYWALL FIN. RAILING SHOUN) ��-� LJ-4040 NEWEL POSTOFT. NEWEL LIP-MG2KNUC44 i p�F�. (SINGLE IOWXLE) TRI=AD LJ -4010 W-4045 LJ -4042 1x6 PAINTED BASE PLATE 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST BALUSTERS NEWEL POST P WROUGHT IRON BALUSTERS - n - 10 op KNUCKLES AND EQ SPACED) TYP. LEVEL 1 DECORATIVE 1x11 SKIRT LJ-8010MR1 TYP. OPEN TREADS c� 'IQ BOARD OAK TREADS LINE OF CIO % ALL WOOD RISERS TO BE PANTED WHITE PANTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE 3 1/4" BASE 0 APRON LJ -1011 LEVEL QUARTER TURN i � �`6 X04 N BE PARALLEL W-7027 -___ ROSETTE __= NTS. N SECTION CUT T�IRU�w AS LJ-101IQUARTLEVEL 1x12 SKIRT i LJ -4040 � �/� +'" I'�� BOARD `O LJ -4042 TURN i OAK TREADS 11 WALL �� \ NEWEL LJ -4045 I I POST. NE L POST LJ -4040 NEWEL CUT THRU��' NEWEL POST 1 _ i RAILING RAILING n TYPICAL NEWEL POST POST I r -_ OPT. LIP-MG2KNUC44 i \% . LJ -4040 LJ -4042 1x12 SKIRT LJ -4042 Ixl2 SKIRL TURNOUT/ T045 NEWEL POST BOARD NEWEL POST BOARD 2 EA. - LJ -3018 RAIL 2 EA. - W-3018 RAIL W-3009 LJ -4010 AND POST FASTENER AND POST FASTENER BRACKET NEWEL POST LJ -8010 STARTING STEP LJ -5015 LIFO-PM15ASK44 1-I1-1-HOL25ASK44 LIP-HOLIKNUC44 LIH-WOL214NUC44 LIP-HOLPLA44 LIH-HOL50144 (PLAN) W/ GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W WOOD AND (2 ALAK01 / 11 EA. ADJ. KNUCKLE) STAIR DETAIL STAIR DETAIL CARPET STRAIGHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEU4 walIRED. �C INDICATES STRIP FLOORINGS TO 5E NSTALLED IN SAME ORIENTATION AS 5 1/4' LANDNG TREAD KrB. Kts. IyTS. STAIR A N D .RAILING -RULES J 3/4" Mlt�l HOLE DEPTH FOR BALUSTERS N TO ,�, MIN. HOLE DEPTH FOR BALUSTERS IN r0 HAND L -8095 OAK LINEAL COVE MOULDING NOW DAVIS BEWS DESIGN ORM 14AND RAIL (KEEP 14OLE RAIL (KEEP HOLE STAIRWELL. RAIL INSTALLED PER CODE AS NECESSARY.. MOST JURISDICTIONS DO L WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT DEPTH THE SAME At DEPTH THE SAME At (DOUBLE KNUCKLE FITTNG IURDUGNT IRON BALUSTERS EACH BALUSTER i� 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO 2x STUD WALL w/ 36" H: RAILING DRYWALL FIN. 36" H. RAILNG 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS NEWEL LJ -6010 RAILING i p�F�. (SINGLE IOWXLE) TRI=AD LJ -4010 W-4045 LJ -4042 LJ -4040 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST BALUSTERS NEWEL POST P NEWEL POST I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER l3 PER TREAD) MMO�UL 10 op KNUCKLES AND EQ SPACED) TYP. LEVEL 1 DECORATIVE 1x11 SKIRT LJ-8010MR1 TYP. OPEN TREADS W/ - 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH BOARD OAK TREADS LINE OF POST % ALL WOOD RISERS TO BE PANTED WHITE PANTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE 1x12 SKIRL KNUCKLES TO I N STA L LATI O N D STAI L REMAINS 'OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RINNER. BE PARALLEL W-7027 -___ ROSETTE __= NTS. f-Ixb PANTED BASE PLATE SECTION CUT T�IRU�w i ��'�,G 1x12 SKIRT 1x6 PANTED BASE PLATE SECTION I'�� BOARD OAK TREADS 11 WALL �� \ BOARD CUT THRU��' ��a . , RAILING RAILING TYPICAL NEWEL POST PROFILES LJ -6010 NEWEL POST _ Ixl2 SKIRT 3 1!4 BASE . < �`� 3 V4 BASE " .� WALL ��<� LJ -6010 NEWEL POST RAILING -- BOARD AS APRON __ �� -- LJ -6010 AS APRON •� ___ RAILINGS �`��` LJ -5015 WOOD _ RAILING 3 1/4" BASE W-5015 WOOD BALUSTERS V-_ LJ -1041/8 -= W-1041/8 BASE CAP (3 PER TREAD) __ C - _ - MOULD STANDARD - LJ -8014M S-TL4RN `_=ASE CASE AP - MOULD STANDARD - LJ-8014MR S -TURN ____- MOULD _ STANDARD - LJ-8014MR1 BALUSTERS Ixl2 SKIRT TREAD FOR CARPET W-5015 WOOD --- TREAD FOR CARPET LJ -5015 WOOD '__— TREAD FOR CARPET BOARD (OPT. LJ -8010 SERIES BALUSTERS -- (OPT. LJ -8010 SERIES BALUSTERS (OPT. LJ -8010 SERIES X N .... �� `� (3 PER TREAD) -- TREAD SHOWN) (3 PER TREAD) - TREAD) (3 PER TREAD) _ LINE OF TREAD) LINE Of- LJ -8095 OAK -_ Ix8 PANTED W-8095 OAK --lx8 PAINTED LJ -8095 OAK -� LJ-8014MR1 ��\��\� ��\ ��\��`\`��`��\ FULL HT. WALL LJ -4042 LINEAL COVE BASKETS TO BE PARALLEL ___- RISER LINEAL COVE SCROLL t0 BE PARALLEL r0 __- - RISER LINEAL COVE _- TREAD �`��`��\��\``�`�\�`��\\�\�\� NEWEL WOOD TREAD zd MOULDING t0 TOP RAIL / LJ-8010MRI MOULDING TOP RAIL MOULDINGS POST CARPET STARTS 1x12 SKIRT BD. BASE PER TM LEVEL LIH-POL25ASK44 _ _ = OAK TREAD BASE PER TM LEVEL LIP-F1�PLA44 - __ = LJ-8010MR OAK TREAD BASE PER TM LEVEL LJ-8010MR2 1x8 PANTED . N - 4 - 4 4 4 4 4 (DOUBLE BASKET) 3 1/4' OR 5 1/4" 3 U4" OR 51/4" 3 V4" OR 5 V4" RISER LJ -4042 1x12 SKIRT LJ -4042 Ixl2 SKIRL TURNOUT/ T045 NEWEL POST BOARD NEWEL POST BOARD 2 EA. - LJ -3018 RAIL 2 EA. - W-3018 RAIL W-3009 LJ -4010 AND POST FASTENER AND POST FASTENER BRACKET NEWEL POST LJ -8010 STARTING STEP LJ -5015 LIFO-PM15ASK44 1-I1-1-HOL25ASK44 LIP-HOLIKNUC44 LIH-WOL214NUC44 LIP-HOLPLA44 LIH-HOL50144 (PLAN) W/ GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W WOOD AND (2 ALAK01 / 11 EA. ADJ. KNUCKLE) STAIR DETAIL STAIR DETAIL CARPET STRAIGHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEU4 walIRED. �C INDICATES STRIP FLOORINGS TO 5E NSTALLED IN SAME ORIENTATION AS 5 1/4' LANDNG TREAD KrB. Kts. IyTS. STAIR A N D .RAILING -RULES J 3/4" Mlt�l HOLE DEPTH FOR BALUSTERS N TO ,�, MIN. HOLE DEPTH FOR BALUSTERS IN r0 HAND L -8095 OAK LINEAL COVE MOULDING NOW DAVIS BEWS DESIGN ORM 14AND RAIL (KEEP 14OLE RAIL (KEEP HOLE STAIRWELL. RAIL INSTALLED PER CODE AS NECESSARY.. MOST JURISDICTIONS DO L WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT DEPTH THE SAME At DEPTH THE SAME At (DOUBLE KNUCKLE FITTNG EACH BALUSTM EACH BALUSTER 1x12 SKIRT BD. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO 2x STUD WALL w/ 36" H: RAILING DRYWALL FIN. 36" H. RAILNG 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS FIRST RISER LJ -6010 RAILING LJ -6010 RAILING oe (SINGLE IOWXLE) TRI=AD LJ -5015 WOOD LJ -4042 LJ -4042 DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ SPACED) 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST BALUSTERS NEWEL POST P NEWEL POST I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER l3 PER TREAD) MMO�UL 10 op KNUCKLES AND EQ SPACED) TYP. LEVEL 1 DECORATIVE 1x11 SKIRT LJ-8010MR1 TYP. OPEN TREADS W/ - 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH BOARD OAK TREADS LINE OF LINE OF % ALL WOOD RISERS TO BE PANTED WHITE PANTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE BALUSTERS TO KNUCKLES TO I N STA L LATI O N D STAI L REMAINS 'OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RINNER. BE PARALLEL BE PARALLEL NTS. SUB TREAD TO TOP RAIL 10 TO TOP RAIL LJ -4042 Not TO SC4 E NTS. N.rS. LJ -8090-5 OAK I" MIN. HOLE DEPTH FOR ," MN. HOLE DEPTH FOR 511//45 LANDING LJ -4042 __l__**' AIC BALUSTERS IN t0 HAND BALUSTERS IN r0 HAND NEWEL POST RAIL (KEEP HOLE RAIL (KEEP HOLE LJ-8010MR1 EACH BALUSTER) DEPTH THE SAME AT EACH BALUSTER OAK TREADS �� `�� LJ -404 42" H. LJ -1021 DEPTH THE SAME AT NEWEL RAILING ROSETTE 36" H RAILING 36" H RAILING 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP "CONTINUOUS" L -8095 OAK LINEAL COVE MOULDING NOW DAVIS BEWS DESIGN ORM - LIH-HOL2KNUC44 150 STATE STREET EASt o[DIRMt. F1ARMA 34M 813.925.1300 TET.. 813.925.1800 FAX W W W.DAVMBEVVSr.0M TAMPA • DHIVVEP_ STAIRWELL. RAIL INSTALLED PER CODE AS NECESSARY.. MOST JURISDICTIONS DO MOULD MOULDING C 0 M W L L 0 f+ POST (DOUBLE KNUCKLE LJ -6010 RAILING NOT REQUIRE HANDRAILS At LANDINGS. 1x12 SKIRT BD. ADJ. KNUCKLE) LIH-HOLNWUC44 51-8090-5 OAK 5 V4" LANDING 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS BASE CAP MOULD (SINGLE IOWXLE) TRI=AD COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL 2x12 STRINGERS DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ SPACED) LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE SEE GENERAL STA�RNOTES I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. SPACED) KNUCKLES AND EQ SPACED) TYP. LEVEL 1 DECORATIVE 8. FINISHES - ALL OAK WAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVECOLOMOLDINGS (UNDER TREADS) TO BE CLEAR -GOAL AS WELL. OPTION UPGRADES FOR STAN COLORS. TYP. OPEN TREADS W/ - TYP. WOOD M ETAL 0ALUSTER ELECT 2 v4" SELECT- 2 V4' STRIP FLOORING STRIP FLOORING % ALL WOOD RISERS TO BE PANTED WHITE PICKETS AT STAIR S DETAIL A L .BALUSTER I N STA L LAT( ON DETAIL I N STA L LATI O N D STAI L Not TO SC4 E NTS. N.rS. LJ -8090-5 OAK I" MIN. HOLE DEPTH FOR ," MN. HOLE DEPTH FOR 511//45 LANDING LJ -4042 __l__**' AIC BALUSTERS IN t0 HAND BALUSTERS IN r0 HAND NEWEL POST RAIL (KEEP HOLE RAIL (KEEP HOLE LJ-8010MR1 EACH BALUSTER) DEPTH THE SAME AT EACH BALUSTER OAK TREADS �� `�� LJ -404 42" H. LJ -1021 DEPTH THE SAME AT NEWEL RAILING ROSETTE 36" H RAILING 36" H RAILING TREAD AI THIS RISERBASE -LJ-8M OAK (PLAIN) LJ -W-101M LL OAK CAP LINEAL RAILING RAILING RAILING LIH-HOLIBASK44 LI-ALAK01(2 EA. OAK TREADS RAILING NOW DAVIS BEWS DESIGN ORM TREADS 150 STATE STREET EASt o[DIRMt. F1ARMA 34M 813.925.1300 TET.. 813.925.1800 FAX W W W.DAVMBEVVSr.0M TAMPA • DHIVVEP_ x a MOULD MOULDING C 0 M W L L 0 f+ POST to LJ -6010 RAILING ADJ. KNUCKLE) W-6010 RAILING LJ -4042 NEWEL PER BASE PER TM LEVEL 3 V4" OR 5 1/4" DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ SPACED) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND Z - IWUCKI-Es AND EQ SPACED) POST LJ -6010 36" H. TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE GENERIC WOOD SWITCHBACK GENERIC WOOD / CARPET TYP. OPEN TREADS W/ WOOD LJ -4042 METAL BALUSTER STAIR FLOOR PLAN STAIR FLOOR PLAN BALUSTERS AT STAIRS INSTALLATION DETAIL INSTALLATION DETAIL NTS. LJ -4042 OAK TREADS �`� CAR'ET� `��`� ��\\��c\�\\\ RAILING RAILING NEWEL POST NEWEL POST �`��` LJ -5015 WOOD 3 1/4" BASE BALUSTERS AS APRON X N .... �� `� (3 PER TREAD) LINE OF LINE Of- LJ-8014MR1 ��\��\� ��\ ��\��`\`��`��\ FULL HT. WALL LJ -4042 BASKETS TO BE PARALLEL SCROLL t0 BE PARALLEL r0 TREAD �`��`��\��\``�`�\�`��\\�\�\� NEWEL WOOD TREAD zd t0 TOP RAIL / TOP RAIL POST CARPET STARTS 1x12 SKIRT BD. LIH-POL25ASK44 LIH-HOL50144 LIP-F1�PLA44 LJ-8010MR2 (DOUBLE BASKET) (SCROLL) TREAD AI THIS RISERBASE -LJ-8M OAK (PLAIN) LJ -W-101M LL OAK CAP LINEAL RAILING RAILING RAILING LIH-HOLIBASK44 LI-ALAK01(2 EA. MTS. ►irc NOTE: DRAWING5 ON 11 "x1l" SHEET WILL 5E ONE HALF THE SCALE NOTED N.TS. STAIR DETAILS OAK TREADS RAILING NOW DAVIS BEWS DESIGN ORM TREADS 150 STATE STREET EASt o[DIRMt. F1ARMA 34M 813.925.1300 TET.. 813.925.1800 FAX W W W.DAVMBEVVSr.0M TAMPA • DHIVVEP_ x a MOULD MOULDING C 0 M W L L 0 f+ NW M �n PIN co � LL Ic •. F0 ° �00 M goo to !SINGLE BASKET) ADJ. KNUCKLE) LJ -4042 NEWEL POST LJ -4042 NEWEL PER BASE PER TM LEVEL 3 V4" OR 5 1/4" DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ SPACED) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND Z - IWUCKI-Es AND EQ SPACED) POST TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE GENERIC WOOD SWITCHBACK GENERIC WOOD / CARPET TYP. OPEN TREADS W/ WOOD METAL BALUSTER METAL BALUSTER STAIR FLOOR PLAN STAIR FLOOR PLAN BALUSTERS AT STAIRS INSTALLATION DETAIL INSTALLATION DETAIL NTS. MTS. ►irc NOTE: DRAWING5 ON 11 "x1l" SHEET WILL 5E ONE HALF THE SCALE NOTED N.TS. STAIR DETAILS STAIR • nnE . MCA STAIR DETAILS ou NOW DAVIS BEWS DESIGN ORM 150 STATE STREET EASt o[DIRMt. F1ARMA 34M 813.925.1300 TET.. 813.925.1800 FAX W W W.DAVMBEVVSr.0M TAMPA • DHIVVEP_ x a C 0 M W L L 0 f+ NW M �n PIN co � LL Ic •. F0 ° �00 M goo to STAIR • nnE . MCA STAIR DETAILS ou NOW DAVIS BEWS DESIGN ORM 150 STATE STREET EASt o[DIRMt. F1ARMA 34M 813.925.1300 TET.. 813.925.1800 FAX W W W.DAVMBEVVSr.0M TAMPA • DHIVVEP_ - =:%a FSI: 19" STAIR • nnE . MCA STAIR DETAILS ou