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475 Rocky Grove Ln 18-3138 (a)F GENERAL CONSTRUCTION NOTE& CHAPTERS AND SECTIONS REFER TO FB.CR - 6TH EDITION (201`1). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL NICOIE55 ARE TO BE CON50ERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA651FICATION EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. ' CEILING CONSTRUCTION: RNBROOKE 40 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN V2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (153 mm) TYPE "X" GYP M BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR-CEILNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1R INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.CR - 6TH EDITION (2011) R302b AND TABLE R302b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. EXTERIOR FINI5HE5: ANASTASIA GARAGE RIGHT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F -5 -CR - 6TH EDITION (2011) 8103.1] AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWI5E APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) 810312 AND ASTM C 916. PER FB.CR 6TH EDITION (2011) R103.12J 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 3-1R INCHES 514ALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS M ACCORDANCE WITH ASTM C 926. THE WEEP SCREED 5HALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL ELEVATION TRADITIONAL. B COVER AND TEWINIATE ON T14E ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.CR 6TH EDITION (2011) 8103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RES15TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FB:CR 6TH EDITION (2011) R103.15 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCo CONTROL JOINTS: STUCCO CONTROL J NTS t Mir -TA ASTM THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, CONCRETE DRIVEWAY, LEAD WALK, ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANVEX MINER .S -?A -%4 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #18 3138 ��}ILD�NG SANFORD OFAA 01-02-18 CREATED LOT SPECIFIC PLAN FOR LOT 80 IN THOR 15ROOKE 40's, ELEVATION "TRADITIONAL - B", GARAGE RIGHT U/ PLAN OPTIONS INCLUDING. POCKET SLIDER, 8' INTERIOR DOORS AT MAIN FLOOR, DOUBLE DIVIDED LITE FRENCH DOORS AT STUDY, BLOCKING FOR TV IN GATHERING ROOM AND OWNERS SUITE, PAVER DRIVEWAY, LEAD WALK AND PORCH, TRAY CEILING PACKAGE, VENT HOOD / MICRO TO OUTSIDE, MEDICINE CABINET IN OUNER5 SUITE, SHOWER AT BATH 2 AND STAIR RAILING. SQUARE FOOTAGE CALCULATIONS =X T MAIN FLOOR LIVING S.F. Lkwoo K 1v1UKKiZ)k,,, TOTAL LIVING S.F. 2582 11 GARAGE S.F. 0 0 BE LLED PER LO X63-06 (1JL4J i1 -IRU/ AT FRAMED WALLS TO DELINEATE AREAS NOT MORE I HAN 144 SF. AND DELINEATE AREAS NOT MORE AN 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 V2 TO l A CONTROL JOINT SHALL BE PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY: TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" INSTALLED WERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE L WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R9052hl 2. ASPHALT SHNGLES SNAIL GILT BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 7 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 2 B 2 -UPPER FLOOR PLAN DIMENSIONS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 7 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED N ACCORDANCE WITH SECTION RW51L FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF IAJDERLAYMENT COMPLYNG WITH ASTM D 216, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED N ACCORDANCE WI114 SECTION 890511 3 - ELEVATIONS, ROOF PLAN AND BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) : F L 1 -FLASHING DETAILS CONSIDERED AS CONTROL JOINTS THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5U5-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, CONCRETE DRIVEWAY, LEAD WALK, ENTRY AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANVEX MINER .S -?A -%4 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #18 3138 ��}ILD�NG SANFORD OFAA 01-02-18 CREATED LOT SPECIFIC PLAN FOR LOT 80 IN THOR 15ROOKE 40's, ELEVATION "TRADITIONAL - B", GARAGE RIGHT U/ PLAN OPTIONS INCLUDING. POCKET SLIDER, 8' INTERIOR DOORS AT MAIN FLOOR, DOUBLE DIVIDED LITE FRENCH DOORS AT STUDY, BLOCKING FOR TV IN GATHERING ROOM AND OWNERS SUITE, PAVER DRIVEWAY, LEAD WALK AND PORCH, TRAY CEILING PACKAGE, VENT HOOD / MICRO TO OUTSIDE, MEDICINE CABINET IN OUNER5 SUITE, SHOWER AT BATH 2 AND STAIR RAILING. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. - 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 '4f / 1111 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY: TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" UPPER F LO 0 R PLAN NOTES L WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R9052hl 2. ASPHALT SHNGLES SNAIL GILT BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 7 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS f EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, F THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: L FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENNG5. 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. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. PLAN REVISIONS DRAWINGINDEX WINDOW INSTALLATION: mac: Q !z. DAMS BEWS DESIGN GROVP L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION NSTRUCTION5. WRITTEN INSTALLATION IN5TRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW COV - GENERAL NOTES INDEX SPECIFICATIONS //� / 2. F STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IST BE USED. '4f / 1111 /GARAGE DWELLING /GARAGE OPENINGS: - - - i 1 FOUNDATION PLAN N THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE56 THAN 13/8" IN THICKNESS, SOLID CORE (5-C) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: 2A2 MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY: - A5PHALT 5HINGLE6 (IF APPLICABLE) 2 B 1 - UPPER F LO 0 R PLAN NOTES L WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R9052hl 2. ASPHALT SHNGLES SNAIL GILT BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 7 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 2 B 2 -UPPER FLOOR PLAN DIMENSIONS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 7 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED N ACCORDANCE WITH SECTION RW51L FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF IAJDERLAYMENT COMPLYNG WITH ASTM D 216, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED N ACCORDANCE WI114 SECTION 890511 3 - ELEVATIONS, ROOF PLAN AND BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) : F L 1 -FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER FS.CR - 6TH EDITION (2011) RW53 SHALL BE N ACCORDANCE WITH THE MANUFACTURERS N5TALLATION NSTRUCTION5, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAM 15 DETERMINED N ACCORDANCE WITH SECTION WL213 F L2 -FLASHING DETAILS OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FBLR - 6TH EDITION (208) RW533 SHAW. CONFORI'1 WITH ASTM D 226, TYPE It ASTM D 1626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE N5TALLED N ACCORDANCE WITH FRSA/iR1 FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE N5TALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED N ACCORDANCE WITH SECTION THE W1213 OR RECOMMENDATION5 OF RAS 116,119 OR 110. 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER PONT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 14" HIGHER THAN 4B - UPPER FLOOR ELECTRICAL PLAN THE ROOF OR RIDGE THAT 1510'-0° AWAY OR CLOSER TUB AND SHOWERAREAS: TR -TRUSS STRAPPING PLAN CEMENT, FIBER -CEMENT, OR GLASS MAT GYP51JI BOARD (NO GREEN BOARD ALLOWED) N COMPLIANCE WITH ASTM CUBA 01325, OR CIMS AND NSTALLED N ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE N TUB AND SHOWER AREAS, AND WALL PANELS N SHOVER AREAS. N1 - STRUCTURAL URAL NOTES TERMITE PROTECTION: S1 - STRU U RAL DETAILS L PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. F 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 NCH, AND BE SEALED UTHN THE 5LA5 USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE NO TERMITICIDE5 $WALL BE APPLIED INSIDE THE SLEEVE: S2 -STRUCTURAL V 1 DETAILS 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I 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 EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S3 - STRUCTURAL DETAILS MECHANICAL AND HVAC: S4 - STRUCTURAL DETAILS L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS FLAN SET AT THE TIME OF APPLICATION FOR 1T. 2.ME 1. MECHANICAL APPLIANCES S5 - STRUCTURAL DETAILS SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE; REPAIR AND REPLACEMENT WITHOUT REMOVING PER'1ANENr CONSTRUCTION, OTHER APPLIANCES, OR ANY OCHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 NCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE TD -TRIM DETAILS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MR r16 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SD - STAIR TRIM DETAILS ETAILS 5. AUXILIARY DRAIN PAK CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: L OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE 1. 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 NSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAU5T DUCT 5HALL 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 INSTALLED AND LISTED AND LABELED FOR THE APDL►CATION THE MAXIMUM LENGTH OF THE EXHAUSTUCT N W, CLUDMG ANY TRANSITION DUCT, SHALL BE PERMITTED 10 BE IN ACCORDANCE WITH . THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL THE LABEL SHALL BEAR THE WORDS "71415 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN.' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN MC, 2582 ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE 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 717LE • BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI510N5 OR CHANGES, NOT RELATED TO THE REVISION LOG CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY - OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. ``11111111/I�f� _ ♦ 6 •. Q, C* 20 U_ • . J = Y:zU •L mac: Q !z. DAMS BEWS DESIGN GROVP L50 STATE STREET EAST A. OUXMA& ARIDA 34677 813. 92.5. 1300 TM 813.92,5.1800 FAX VVWWMAVLSBEWSCOM TAMPA • DE 1JV0k -- EST. 1994 � W, CLUDMG ANY TRANSITION DUCT, SHALL BE PERMITTED 10 BE IN ACCORDANCE WITH . THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL THE LABEL SHALL BEAR THE WORDS "71415 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN.' 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN MC, 2582 ATTENTION GENERAL CONTRACTOR / BUILDER: 15SUANCE 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 717LE • BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI510N5 OR CHANGES, NOT RELATED TO THE REVISION LOG CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY - OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. ``11111111/I�f� _ ♦ 6 •. Q, C* 20 U_ • . J = Y:zU •L mac: Q !z. '4f / 1111 ��% i 4'-4" G 15'-011 65'-4" 514" 5'-4" 4'-4' 4'-10" Y -b" 4'-4" 41.0' 41.4" 2-5TORY 1-9TORr FOOTING FOOTINCs D uR Ir ♦ 3'_04 v e x a w DAVIS BEWS DESIGN GROVP 150 STA'L'E STREET EAST OLD9NAR, FLDMA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W WnAVI5%EWS.COM TAMPA • DENVER �4 J0�0 ■ I 31'-10" 0 r 5 COAL I Ir - ( WN I [°] I I I Si I" I I�[`']J`" 16" WxIV DEEP FTG. a I I _ 91_14 W/ 2 - 5 CONT. 3'-9' I Q' Y/ e � G.G. VERIFY ACRYLIC ON LANAI FOOTING S" AT POCKET SLIDER AND ADD (i) 5 REBAR I = e PITCH ,� " i/8" I FT. .I R 8 x8 FTG W/ f - 5 CONT. (TYP. AT LANAI) 4'-44 "i I -STORY FOOTING: (TYP) I 20" H. x 16" W. CONC. MONO -PTCs. W/ I 2 - 05 CONT. REBARS PROVIDE i 25" MIN LAP WHERE SPLICED AND IWIDEN i WIRE TOGETHER BOTT. OF FTG. 20'-0" SHALL BE 12 MIN. BELOW GRADE .ro N T C', L 84 AA 51.44 n v, Lu u _ m I � I I ■ I • _ jMN7010FEzio/z�z/MmE// ELEVATION AT 0'-0" (ASSUMED) 3511 TNICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ bxb WI.4xW1.4 MESH OR FIBER v MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL a F-Z/Z/7z 9 2'-6' . OF REF I 4 4 3'-b' ( 16 Wxlb DEEP FTG. gLgg W/ 2 - 5 CONT.--CJ.-- PROVIDE WATER / �� LME FOR ICE MAKER / /O >� G< S / cn \ i U / SI ALL SLAB ANGLES i ARE AT 45' (UN.D) 12'-3" 4'-n4 21_-14 I I AIR HANDLER in D C\I'-3 2'-5" LINES FROM 4 4 3'-8'\ �^ UPPER FLOOR I6 Wx16 DEEP FTG. I W/ 2 - 5 CONT. .. 3/4' RECESS XL FOR ENTRY DR % ■ m 4" P.V.C. 8'-I" 21-8" 21-0"a, `^ I I I (r - . '�' I I ■ I I I" ( __ , • I L- -oJ I r - n I M e d I I W.C. ■ ■ ■ ■ - i I i J --------------------i________________--C') _ PITCH TO DRAIN NOTE: > a i PROVIDE GAS DROPS _ I -; i (IF REQUIRED) FOR ALL a � ul GAS APPLIANCES. (VEIFY LATIu" ROCON OF i ALL GAS APPLIANCES ON i LOOK PLAN PRIOR TO I i ANY CONSTRUCTION) -b4 n �F' S 8 3 ■ ■ ■ ■ En ■ Q F3 �. I 2-5TORY FOOTING: (TYP.) 20" H. x 20" W. CONC. MONO -FTG. W/ 3 - 5 CONT. REBARS PROVIDE 25" MIN LAP WHERE SPLICED AND WIRE TOGETHER. BOTT. OF FTG. =v SHALL BE 12" MIN. BELOW GRADE -� Ib" Wx12" DEEP FTG. W/ 2 - 5 CONT. SI I \ I �)I An 8" THICKENED EDGE I I FOR SHOWER RECESS I I W/ I NO.5 BAR CONT. (I G 3/4 CONDENSATION & DRAIN BY PLUMBER 101-10" 3'-611x3-6" A/C PADD (TSEE RCH CON RACFO OC J R L - - - - - —31 51.2" 51-8" "1 4'-0" 4'-4" 00 zC2v _ — ■ ■ ■ ■ 5� �' I 5'-4" 1 -STORY FOOTING CONT. (TYP. AT ENTRY) 131-8" _ 101-10" 4 20 -Il 4 LAV. I -� f 1-14 II -84 3-40- AIR HANDLER LINES FROM UPPER FLOOR ■ ■% _ I ' 314" CONDENSATION A DRAIN BY PLUMBER Lin I L r -I I I TLE SHOWER �;, ao _, SEAT RECESS I ABY. 2'-0" Oil -4 \ cQ 811 CM.U. WALL ABV. ■ 1b I i . - r.,. _. PAVERS 71 (_ - _ - � - - - -17 - - INDICATES I - 5 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT, REN. SHALL BE HOOKED INTO BEAM ABOVE 4 FTG. BELOW PROVIDE 2511 MIN. LAP WHERE SPLICED AND WIRE TOGETHER 41- 44" (-) V-31/2' 0" w -w.- PITCH WALL ABY. W a L; 3'-2" Y-2" 1'-411 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDIWG SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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." * * * * * * * * * * ``��Illlll�/r�� LL ••i •c • Z Lu low ./ ift 1l rill 11 PAVER DRIVE / LEAD WALK ELEVATION (-) 014" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.4.VD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC . REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. G.C. VERIFY THAT DECO DRAIN FOOTING: LEGEND: IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 1=1 12" DEEP 66"06" CONC. FOOTING V (4) 5 BARS EACH * * * * * * WAY. 1=2 12" DEEP 441144" CONICFOOTING W/ (3) 5 BARS EACH WAY. 1=3 20" DEEP 601160" CONC. FOOTING W/ (3) 5 BARS EACH WAY F11 • JOB NUMBER — • CAD FILE NAME LOT 80 1B ISSUED 07-02-18 REVISED x a w DAVIS BEWS DESIGN GROVP 150 STA'L'E STREET EAST OLD9NAR, FLDMA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W WnAVI5%EWS.COM TAMPA • DENVER �4 J0�0 O 0 J aq t� ap Y/ � 0 L .ro N T C', L L °ALL 0 0 E45 0 C io Eo Y i 0* m L. �0 y� T 00 zC2v • JOB NUMBER — • CAD FILE NAME LOT 80 1B ISSUED 07-02-18 REVISED iu s ■■■ s.. 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 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDRIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 qq;*— 0W O Lit) C) z0 0 0 1< O 1=4 12" DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH • WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FBCR). FOUNDATION PLAN DAVIS BEWS DESIGN GROVP 150 STA'L'E STREET EAST OLD9NAR, FLDMA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W WnAVI5%EWS.COM TAMPA • DENVER -=:—i EST 1994 fzz:=�_ iu s ■■■ s.. 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 1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OFTHE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDRIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 qq;*— 0W O Lit) C) z0 0 0 1< O 1=4 12" DEEP 60"60" CONC. FOOTING W/ (3) 5 BARS EACH • WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FBCR). FOUNDATION PLAN ALL EMER'SENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6tH EDITION (1011). BOTT. OF LINTEL AT 84" AFF. VP. ATARCHWAY ---__1 -- L - 1 3'-6"x3-6" A/C 1 ( Y-6"6-6" A/C 1 ■ — PAD (SEE MECH. PAD (SEE MECH. 1 CONTRACTOR 1 1CONTRACTOR 1 1 FOR LOCJ I I FOR LOC) i L ----I L ---J ■ HB. STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UXO) • ALL STRINGERS TO BE 2-2x11'1 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE Pt AT MASJCONCJ. , •• AT WOOD WITH (4) 0.131 x 31/1" NAILS AT EA STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SUIRFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC). ATTACH FOOT TO FLOOR: •• AT CONC. V U4" DIA x 3" TAPCONS AT VOL. •• AT WOOD ATTACH W/ 0.131 x 3 In" NAILS AT 8" O.G. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3 0" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8'1 SYP, MIN, AT 16' O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 24 02 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 1X8 END JOIST WITH (3) OJ31 x 31/1" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 114" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 3/4" PLYWD. TYPICAL MASONRY SHIM AS AIR SWITCH WINDOW SCHEDULE FOR DISP. I'.OB WINDOW WIDTHS CASING 8" COMMON BLOCK COURSE OVER 8" 1x STUDS (PER . 2011 .. 2 111 - 3111 5311 CABINET 14b" OSB. WINDOW CALL -OUTS BACKING _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. I/2' DRYWALL 0 2611 `J' 12 5W 1/2 32 5H 22 5H 32 5N w CONNECTORS AT BASE. o LINE OF 6'-8" MIN. t J . m CONNECTORS AT BASE. FLOOR SYSTEM _ 3911 ; 13 5H 1/2 33 5H 23 5H 33 5u SYSTEM BOTTOM PLATE WITH (1) SIMPSON W25 CLIPS. J 6 T \ ` U 0 51" 14 5H 1/2 34 5H 24 5H 34 5H 100"" 2x STRINGERS (TYPJ H. RAILING Z - — 0 15 5H 1/2 35 5H 25 5H 35 5H '-' z ` 12" 16 5H 1/2 36 SN 26 5H 36 514 * G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, U LU WINDOW SIZES AND INSTALLATION MAY VARY PER STAIRS r MANUFACTURER AND SPECIFICATIONS. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW 2x TREADS AND USED (SINGLE HUNG -SH, CA5EMENT- C5MT, OR FIXED GLASS- F.G.) ALL EMER'SENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6tH EDITION (1011). BOTT. OF LINTEL AT 84" AFF. VP. ATARCHWAY ---__1 -- L - 1 3'-6"x3-6" A/C 1 ( Y-6"6-6" A/C 1 ■ — PAD (SEE MECH. PAD (SEE MECH. 1 CONTRACTOR 1 1CONTRACTOR 1 1 FOR LOCJ I I FOR LOC) i L ----I L ---J ■ HB. STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UXO) • ALL STRINGERS TO BE 2-2x11'1 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE Pt AT MASJCONCJ. , •• AT WOOD WITH (4) 0.131 x 31/1" NAILS AT EA STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SUIRFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC). ATTACH FOOT TO FLOOR: •• AT CONC. V U4" DIA x 3" TAPCONS AT VOL. •• AT WOOD ATTACH W/ 0.131 x 3 In" NAILS AT 8" O.G. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3 0" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8'1 SYP, MIN, AT 16' O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 24 02 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 1X8 END JOIST WITH (3) OJ31 x 31/1" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 114" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 3/4" PLYWD. OPT. SHIM AS AIR SWITCH REQV. FOR DISP. I'.OB I' CASING 8" COMMON BLOCK COURSE OVER 8" 1x STUDS (PER . STD. PLAN) BASE • CABINET 14b" OSB. GRASPABLE BACKING _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. I/2' DRYWALL CALI■ TOP SCALE: 1/2" : I'-0" ALL EMER'SENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6tH EDITION (1011). BOTT. OF LINTEL AT 84" AFF. VP. ATARCHWAY ---__1 -- L - 1 3'-6"x3-6" A/C 1 ( Y-6"6-6" A/C 1 ■ — PAD (SEE MECH. PAD (SEE MECH. 1 CONTRACTOR 1 1CONTRACTOR 1 1 FOR LOCJ I I FOR LOC) i L ----I L ---J ■ HB. STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UXO) • ALL STRINGERS TO BE 2-2x11'1 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE Pt AT MASJCONCJ. , •• AT WOOD WITH (4) 0.131 x 31/1" NAILS AT EA STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SUIRFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC). ATTACH FOOT TO FLOOR: •• AT CONC. V U4" DIA x 3" TAPCONS AT VOL. •• AT WOOD ATTACH W/ 0.131 x 3 In" NAILS AT 8" O.G. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3 0" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8'1 SYP, MIN, AT 16' O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 24 02 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 1X8 END JOIST WITH (3) OJ31 x 31/1" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 114" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. AT VOLUME CEILING HATCHING INDICATES DOUBLE UPPER FLOOR 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE R30L5 STAIR SECTION PER FB.GR - 6TH EDITION (2011). SCALE: V4" :1'-0" STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TE�'1INATE M NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ Ul NCH GYPSUM BOARD PER FB.C.R. - 6TH EDITION (2011) 8301.1 AND R3MA T.O.M. 91`4" TAIL 9'-4" AFF. FLAT HEADER AT 84" AFF. 9'-4" AFF. Lo; T.OI'1. 91411 AFF. MAIN FLOOR STRUCTURAL LEGEND 3/4" PLYWD. 8" K0. BLOCK FILLED W/() 15 BAR OVER 8" 0- , 42" H. W DECKING IA - 8" KA. BLOCK FILLED WKI) 05 BAR CONT. OVER RAILING 8" COMMON BLOCK COURSE OVER 8" . PRE-Et�sINEERED CONCRETE LINTEL W/lD � BAR 36" H. CONTINUOUS GROUTED SOLID. • _ 8" PRE -ENS NEERED CONCRETE LINTEL +5 GRASPABLE 03 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN 15 BAR RAILING — PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. BEAM LINE OF 6'-8" MIN. t J . m CONNECTORS AT BASE. FLOOR SYSTEM — PROVIDE 2 -PLY 24 NO.2 SYP BEAM W/ IR" OSB HEAD CLEARANCE BEAM FLOOR Z ID 0 EACH END WITH (1) SIMPSON LSTA15 STRAP. THE JACK -STUDS, IN TUM, MUST BE TIED TO THE SYSTEM BOTTOM PLATE WITH (1) SIMPSON W25 CLIPS. T \ ` U \ \ Q 1u 100"" 2x STRINGERS (TYPJ H. RAILING - — — - U ` STORAGE—'1" NOSING UNDER (TYP) STAIRS r 2x TREADS AND Ix RISERS (TYP) 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE R30L5 STAIR SECTION PER FB.GR - 6TH EDITION (2011). SCALE: V4" :1'-0" STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TE�'1INATE M NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ Ul NCH GYPSUM BOARD PER FB.C.R. - 6TH EDITION (2011) 8301.1 AND R3MA T.O.M. 91`4" TAIL 9'-4" AFF. FLAT HEADER AT 84" AFF. 9'-4" AFF. Lo; T.OI'1. 91411 AFF. MAIN FLOOR STRUCTURAL LEGEND WALL CONSTRUCTION 8" K0. BLOCK FILLED W/() 15 BAR OVER 8" 0- , PRE-ENGINEERED CONCRETE LINTEL FILLED W/lU W 15 BAR IA - 8" KA. BLOCK FILLED WKI) 05 BAR CONT. OVER _ '0, 8" COMMON BLOCK COURSE OVER 8" . PRE-Et�sINEERED CONCRETE LINTEL W/lD � BAR L GROUTED SOLID. • _ 8" PRE -ENS NEERED CONCRETE LINTEL +5 FILLED WIN BAR 03 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WIN 15 BAR ® — PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. 05 — PROVIDE (3) 2x6 STUDS W/ (1) SIMPSON H74 t J . m CONNECTORS AT BASE. © — PROVIDE 2 -PLY 24 NO.2 SYP BEAM W/ IR" OSB FLITCH PLATE, TIED TO DOABLE JACK -STUDS AT Z ID 0 EACH END WITH (1) SIMPSON LSTA15 STRAP. THE JACK -STUDS, IN TUM, MUST BE TIED TO THE BOTTOM PLATE WITH (1) SIMPSON W25 CLIPS. STRUCTURAL NOTES • ALL LVL'S TO BE Fb:2950 PSI MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 28 .1 SYP URO. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA `��►��ttitf WALL CONSTRUCTION R -VALUE (MIN) V- �Q• 0 d w W R 38 • o K •;vim z O ;c _ '0, R 30 GARAGE FRAME WALLS R 13 HATCHING LEGEND LOAD BEARING WALL ........... INSULATE WALL R - Value Chart WALL CONSTRUCTION R -VALUE (MIN) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WAIL R 30 GARAGE FRAME WALLS R 13 11 JOB NUMBER CAD FILE NAME LOT 80 7B ISSUED 07-02-18 REVISED x r L50 STATE SMEEr EAST OLZ MAR, FLORIDA 34677 813.929.1300 TEL 813.925.1800 FAX WWW.DAVMEW&COM TAMPA • DENVER OJ J��O ? L ! > J N 0-3COO 3�Ei i"19 2 Oi t J . m cCtti (: Z ID 0 JOB NUMBER CAD FILE NAME LOT 80 7B ISSUED 07-02-18 REVISED 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 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 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 RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER - SEALED FOR STRUCTURE ONLY 0 0 z W _ O V) O z0 O o J O 2582 14 • nn -' MAIN FLOOR PLAN NO17NG STAIR SECT70N DETAILS MAIN FLOOR PLAN NOTES -11. I�1 1 GARAGE RIGHT DAVIS BEWS DESIGN GROUP L50 STATE SMEEr EAST OLZ MAR, FLORIDA 34677 813.929.1300 TEL 813.925.1800 FAX WWW.DAVMEW&COM 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 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 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 RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER - SEALED FOR STRUCTURE ONLY 0 0 z W _ O V) O z0 O o J O 2582 14 • nn -' MAIN FLOOR PLAN NO17NG STAIR SECT70N DETAILS MAIN FLOOR PLAN NOTES -11. I�1 1 GARAGE RIGHT Y REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES `x%1111111/irll x DINTS BEWS DESIGN GROVP Ste: L50 STATE STREET EAST OLD MAR, FLARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER • o • % a �a =O'er 4 'sz. ,O• `` I 2 �. % 1I • JOB NUMBER - CAD FlLE NAME LOT 80 7B ISSUED 07-02-18 REVISED x DINTS BEWS DESIGN GROVP rfJ��O L50 STATE STREET EAST OLD MAR, FLARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER r00 0 :11 0 I 2 �. CE 0'5 L J N ! ELo LM 8 • 0 0 .0 A� I a: Y W 8) LJtm 00 ZNq • JOB NUMBER - CAD FlLE NAME LOT 80 7B ISSUED 07-02-18 REVISED ;l 6 1111 111 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 1 HEREBY CERTIFY THAT 1 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. 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 V 0 0 o z W o o � m z O �C o J 00 F_O 2582 14 • 77 7L • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS - 2SH T H2 9 1 GARAGE M:UF'0 DINTS BEWS DESIGN GROVP L50 STATE STREET EAST OLD MAR, FLARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 e-,, ;l 6 1111 111 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 1 HEREBY CERTIFY THAT 1 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. 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 V 0 0 o z W o o � m z O �C o J 00 F_O 2582 14 • 77 7L • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS - 2SH T H2 9 1 GARAGE M:UF'0 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FBLR - &TH EDITION (2011). * * * * * * * REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 11.011 earl B 0 2x OL1x4 =RAMS FRAME UPPER FLOOR STRUCTURAL LEGEND 0 TYPICAL WOOD FRAME K CONNECTORS AT BASE. WINDOW SCHEDULE — PROVIDE (3)1x8 STUDS W1(1) SIMPSON HTT4 w WINDOW WIDTHS �c — PROVIDE 2 -PLY L1511 x 12" LVL BEAM NAILED �0 �+iO 2011 2411 3611 48" ul) IA vI WINDOW CALL -OUTS 2 — PROVIDE 2-F'LY 1x12 NO.2 SYP BEAM W11/1" OSB L FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT 2011 1818 F.S. 2018 FiS. 3018 F.G. 4018 FSS. L °oLL 0 = 24" 1 1820 F.G. 2020 F.G. 3020 FjG. 4020 F.S. J 0-ico p 36" 1830 5H 2030 5H 3030 5H 4030 5H � iLYN Z 461' 0 1840 5H 2040 514 3040 5H 4040 5H 00 ZN�a Z 6011 1850 5H 2050 5H 3050 5H 4050 5H I? 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, w WINDOW 51ZES AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW USED (SINGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55-- FIs.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FBLR - &TH EDITION (2011). * * * * * * * REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 11.011 earl B 0 2x OL1x4 =RAMS FRAME UPPER FLOOR STRUCTURAL LEGEND 0 — PROVIDE (3) 2x4 STUDS W1(1) SIMPSON HTT4 K CONNECTORS AT BASE. ® — PROVIDE (3)1x8 STUDS W1(1) SIMPSON HTT4 w CONNECTORS AT BASE. O9 — PROVIDE 2 -PLY L1511 x 12" LVL BEAM NAILED �0 �+iO TOGETHER W1(2) ROWS OF Ibd NAILS AT 12" O.C. O_j FROM EACH FACE, ANCHORED TO DOUBLE J co JACK -STUDS AT EACH END WITH (2) SIMPSON IA vI M5TA30 STRAPS. 10 — PROVIDE 2-F'LY 1x12 NO.2 SYP BEAM W11/1" OSB L FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT !> JN EACH END WITH (1) SIMP50N L5TAI2 STRAP. STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2)1x8 01 SYP U.N.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING: COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA * * * * * * * * * NOTE: ROOF LINES CHANGE W1 ALT. ELEVATIONS, REFER TO ROOF PLANS ON SHEETS 35,3C, 30, 3E, AND 3F FOR CORRESPONDING: ROOF LINES. * * * * * * * * * WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENINGS 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 PEWIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FBLR - bTH EDITION (2011) R3112 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 1090 PER FBLR - 6TH EDITION (2011) 8322 UPPER FLOOR PLAN NOTES GARAGE RIGHT II on • JOB NUMBER - • CAD RLE NAME LOT 80 7B ISSUED 07-02-18 REWSED K DAVIS BEWS DESIGN GROVP 150 STATE STRFET EAST OU) MAR, FLORIDA 34677 813. 925. L300 TFL 80. 925. 1800 FAX W W WnAWSBEWS.CAM TAMPA • DENVER w �0 �+iO O_j J co IA vI 2'('nm L !> JN Lo L °oLL 0 0�� 0-ico � iLYN i J _0 y� T� 00 ZN�a II on • JOB NUMBER - • CAD RLE NAME LOT 80 7B ISSUED 07-02-18 REWSED ' ;:� SIS III ul �-1 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 RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 120171. 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:D W O O z 0 o 00 —= 1 2582 • 71 TLE • UPPER FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STRFET EAST OU) MAR, FLORIDA 34677 813. 925. L300 TFL 80. 925. 1800 FAX W W WnAWSBEWS.CAM TAMPA • DENVER �-- ESI: 1994 � ' ;:� SIS III ul �-1 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 RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION 120171. 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:D W O O z 0 o 00 —= 1 2582 • 71 TLE • UPPER FLOOR PLAN NOTES DETAILS UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4B =1'-0R GARAGE RIGHT i� x w DAVIS BEWS DESIGN GROVP -%:Z •w :z= • O O • �,e* fib..'• , • o`��• 'if id UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4B =1'-0R GARAGE RIGHT i� • JOB NUMBER - - CAD ME NAME LOT 80 TB ISSUED 07-02-18 REVISED x w DAVIS BEWS DESIGN GROVP ISO STATE STREET E%tiST OIDSMAR, FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER U rp o IQ 0 p tl/ N N IN� 0 0 °�o^ 0� o� COO 3�E C4 LL '0;: LJ�0 �o 00 • JOB NUMBER - - CAD ME NAME LOT 80 TB ISSUED 07-02-18 REVISED �ilell 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 IT TO 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 RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY CI Z=> ;z qzj— 0O V) O m 0 z O 0 o J 00 4<O 2582 ; DAVIS BEWS DESIGN GROVP ISO STATE STREET E%tiST OIDSMAR, FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER �-. EST.1994 ezz--�- �ilell 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 IT TO 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 RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONLY CI Z=> ;z qzj— 0O V) O m 0 z O 0 o J 00 4<O 2582 ; TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- II -0„ b Tl Q6 SHINGLE ROOF n �SHMGLE b� ROOFS PLT. WT._ - - _ _ _ PLT. HT. - — BIe LgiUCCO TEMP. FINISH FINISH 7 _�o 7 *- f +- SHINGLE ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINE_ SECOND FF. LINE_ g" b ROOF � _ _SECOND FF. LINE TAM. ZTEXTURED L %� MATCH TEXTURED DISTANCE o� FINISH FINISH 7 AT FRONT MAIN FF. LME _ _ _ _ _ _ _ _ - - - - _ _ _ _ MAIN FF. LINE GRADE LME GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION ROOF TRUSSES AT 24" O.C.- (TYPICAL) 2 CAR GARAGE zn * WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE 0MIN3 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 PASSAG=E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 6TH EDITION (20TT) 8392 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.GR - 6TH EDITION (201i) 8322 �Jc 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 � 1• r _ Qb IN 11 iffil - Mill 111 44 -• - FLOOR SYSTEM BEAM 00 o D :� CONC. a�' LANAI � LINTEL KI C. GATHERING DD �lillllf/�� SECTION AA = ��• 2 Y w W.,<- �• Z SCALE: I/S" _ P -01I � 0 j z° i •. ��•r6 (, J LSHMGLE i 12 G.C. VERIFY b" BANDING6D STUCCO FASCIA CALL -OUT FINISH --- (TYPICAL) PLT. HT. _ SHINGLE ROOF PLT. HT. ZSTUCCOL 4" BANDINGFINISH FINISH HL a a, ITYPJ zne BANDING * r 11 12 12 6� STUCCO b SECOND F.F.HINGLE . LINE _ ROOF b� FINISH aSECOND FF. LINE TA.M. _ SHINGLE ROOF TAM. 12 6 6:12 1 r 0 J'a 0 DAVIS BEWS DESIGN GROUP 0 I ��n�, LANAI ROOF F ___________________ --------_ VENT REQUIREMENTS LOWER ROOF 1 1 1 Pym I IJ I I VENT REQUIREMENTS VENTILATION CALCULATIONS VENTILATION CALCULATIONS -1-------- 1 ; ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. QUO MS (TYPJ X 144 = 254 SQ. IN. OVERHANG1 f °C I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. T X 144 = 67 SQ. IN. 1 # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP 4:12 i _ HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. I _ HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 0 ' 1 # UPPER 2/3 ROOF VENTS REQUIRED =1 ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. GRADE LINE 411 BANDMG -. GRADE LINE (ASSUMED) HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. -----J (ASSUMED) v� –'------- -- ---_ ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. ROOF PLAN f � ; SCALE: 1/411 =1'-0" ; UPPER ROOF VENT REQUIREMENTS 1 VENTILATION CALCULATIONS t ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. ILL1 11/ I 82 ; X 144 = 703 SQ. IN. 1 12 2 q b'!? 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 I I I ACTUAL SOFFIT VENTILATION = 792.2 SQ. IN. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- II -0„ b Tl Q6 SHINGLE ROOF n �SHMGLE b� ROOFS PLT. WT._ - - _ _ _ PLT. HT. - — BIe LgiUCCO TEMP. FINISH FINISH 7 _�o 7 *- f +- SHINGLE ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINE_ SECOND FF. LINE_ g" b ROOF � _ _SECOND FF. LINE TAM. ZTEXTURED L %� MATCH TEXTURED DISTANCE o� FINISH FINISH 7 AT FRONT MAIN FF. LME _ _ _ _ _ _ _ _ - - - - _ _ _ _ MAIN FF. LINE GRADE LME GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION ROOF TRUSSES AT 24" O.C.- (TYPICAL) 2 CAR GARAGE zn * WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE 0MIN3 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 PASSAG=E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 6TH EDITION (20TT) 8392 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.GR - 6TH EDITION (201i) 8322 �Jc 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 � 1• r _ Qb IN 11 iffil - Mill 111 44 -• - FLOOR SYSTEM BEAM 00 o D :� CONC. a�' LANAI � LINTEL KI C. GATHERING DD �lillllf/�� SECTION AA = ��• 2 Y w W.,<- �• Z SCALE: I/S" _ P -01I � 0 j z° i •. ��•r6 (, J LSHMGLE i 12 G.C. VERIFY b" BANDING6D STUCCO FASCIA CALL -OUT FINISH --- (TYPICAL) PLT. HT. _ SHINGLE ROOF PLT. HT. ZSTUCCOL 4" BANDINGFINISH FINISH HL a a, ITYPJ zne BANDING * r 11 12 12 6� STUCCO b SECOND F.F.HINGLE . LINE _ ROOF b� FINISH aSECOND FF. LINE TA.M. _ SHINGLE ROOF TAM. 12 6 6:12 1 r 0 J'a 0 DAVIS BEWS DESIGN GROUP 0 I ��n�, F oM� ■� L LOWER ROOF SMOOTH TEXTURED 1 Pym I IJ I I VENT REQUIREMENTS e VENTILATION CALCULATIONS -1-------- 1 ; ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. -0„ QUO MS (TYPJ X 144 = 254 SQ. IN. OVERHANG1 f °C I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. T 1 # UPPER 2/3 ROOF VENTS REQUIRED =1 AT HIP MAIN FF. LINE _ (UNAJ I _ HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 1 w ; I ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. GRADE LINE 411 BANDMG -. GRADE LINE (ASSUMED) - - - - -------- - -- -----J (ASSUMED) v� NOTE: ALL BANDING IS TO AA ROOF PLAN BE R415ED SAND FIN15H FRONT ELEVATION TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- II -0„ b Tl Q6 SHINGLE ROOF n �SHMGLE b� ROOFS PLT. WT._ - - _ _ _ PLT. HT. - — BIe LgiUCCO TEMP. FINISH FINISH 7 _�o 7 *- f +- SHINGLE ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINE_ SECOND FF. LINE_ g" b ROOF � _ _SECOND FF. LINE TAM. ZTEXTURED L %� MATCH TEXTURED DISTANCE o� FINISH FINISH 7 AT FRONT MAIN FF. LME _ _ _ _ _ _ _ _ - - - - _ _ _ _ MAIN FF. LINE GRADE LME GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION ROOF TRUSSES AT 24" O.C.- (TYPICAL) 2 CAR GARAGE zn * WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE 0MIN3 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 PASSAG=E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 6TH EDITION (20TT) 8392 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.GR - 6TH EDITION (201i) 8322 �Jc 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 � 1• r _ Qb IN 11 iffil - Mill 111 44 -• - FLOOR SYSTEM BEAM 00 o D :� CONC. a�' LANAI � LINTEL KI C. GATHERING DD �lillllf/�� SECTION AA = ��• 2 Y w W.,<- �• Z SCALE: I/S" _ P -01I � 0 j z° i •. ��•r6 (, J LSHMGLE i 12 G.C. VERIFY b" BANDING6D STUCCO FASCIA CALL -OUT FINISH --- (TYPICAL) PLT. HT. _ SHINGLE ROOF PLT. HT. ZSTUCCOL 4" BANDINGFINISH FINISH HL a a, ITYPJ zne BANDING * r 11 12 12 6� STUCCO b SECOND F.F.HINGLE . LINE _ ROOF b� FINISH aSECOND FF. LINE TA.M. _ SHINGLE ROOF TAM. 12 6 r 0 J'a 0 DAVIS BEWS DESIGN GROUP 0 =\ ��n�, F oM� ■� L SMOOTH SMOOTH TEXTURED L■ (� Do- LL • 00 r TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- II -0„ b Tl Q6 SHINGLE ROOF n �SHMGLE b� ROOFS PLT. WT._ - - _ _ _ PLT. HT. - — BIe LgiUCCO TEMP. FINISH FINISH 7 _�o 7 *- f +- SHINGLE ROOF SHINGLE SECOND F.F. LINE SECOND FF. LINE_ SECOND FF. LINE_ g" b ROOF � _ _SECOND FF. LINE TAM. ZTEXTURED L %� MATCH TEXTURED DISTANCE o� FINISH FINISH 7 AT FRONT MAIN FF. LME _ _ _ _ _ _ _ _ - - - - _ _ _ _ MAIN FF. LINE GRADE LME GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION ROOF TRUSSES AT 24" O.C.- (TYPICAL) 2 CAR GARAGE zn * WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE 0MIN3 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 PASSAG=E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 6TH EDITION (20TT) 8392 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.GR - 6TH EDITION (201i) 8322 �Jc 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 � 1• r _ Qb IN 11 iffil - Mill 111 44 -• - FLOOR SYSTEM BEAM 00 o D :� CONC. a�' LANAI � LINTEL KI C. GATHERING DD �lillllf/�� SECTION AA = ��• 2 Y w W.,<- �• Z SCALE: I/S" _ P -01I � 0 j z° i •. ��•r6 (, J LSHMGLE i 12 G.C. VERIFY b" BANDING6D STUCCO FASCIA CALL -OUT FINISH --- (TYPICAL) PLT. HT. _ SHINGLE ROOF PLT. HT. ZSTUCCOL 4" BANDINGFINISH FINISH HL a a, ITYPJ zne BANDING * r 11 12 12 6� STUCCO b SECOND F.F.HINGLE . LINE _ ROOF b� FINISH aSECOND FF. LINE TA.M. _ SHINGLE ROOF TAM. 12 6 r 0 J'a 0 DAVIS BEWS DESIGN GROUP 0 150 STATE 5TRF.ET EiAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WAAW%EWS.COM TAMPA • DENVER ��n�, I oM� ■� L SMOOTH SMOOTH TEXTURED L■ (� Do- LL • 00 m .. ❑ E [71 El [71 [71 [71❑ o Co TEXTURED QUOINS (TYPJ QUO MS (TYPJ , I 0to L J},N m 0�. T Z'OD 21 MAIN FF. LINE _ _ _ �' ({ I") MAIN FF. LINE GRADE LINE 411 BANDMG -. GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) NOTE: ALL BANDING IS TO BE R415ED SAND FIN15H FRONT ELEVATION SCALE: 1/411 =1'-0" 12 12 11 Qb 4WINGLE ab b� SHINGLE ROOF SHINGLE ROOF PLT. HT. ROOF PLT. HT. _ _ PLT. Ht - _ _ _ _ PLT. HT. �,/smw 0 e LSTUCCO Lg1UCC0 ZSTUCCp a °' �' a' 1O v+ FINISH? FINISH FINISH, FINISH, 2SHINGLE/ /` SHINGLE D4 /` SECOND �F. LINE 4C� ----SHINGLE gll _5ECOND FF. LINE 5ECOND FF. LINE_ ROOF ROOF 8 SECOND FF. LINE 7 8" SECOND FF. LINE „ TAM. _ ROOF TAM. _ aO `�, T.OM. / 1.OM TEXTURED TEXTURED DISTANCE ZTEXTURED FINISH e e I AT FRONT TEXTURED TEXTURED LTEXTURED * FINISH °' °' FINISH? FINISH? FINISH? FINISH z c' MAIN FF. LME TEMP. - - - _ MAIN F.F. LM1= MAN FF. LME _ - _ _ _ _ - _ _ _ - _ _ _ - _ MAIN FF. LINE GRADE LME GRADE LME GRADE LINE GRADE LME (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) REAR ELEVATION. RIGHTELEVATION SCALE: 1/8" - 1'-0" SCALE: 1/8" 1'-0" SCALE:1/8" = I'-0° TRADITIONAL ELEVATION "B" Fli ca • JOB NUMBER - • CAD FILE NAME LOT 80 7B ISSUED 07-02-18 REVISED r 0 J'a 0 DAVIS BEWS DESIGN GROUP 0 150 STATE 5TRF.ET EiAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WAAW%EWS.COM TAMPA • DENVER ��n�, I oM� ■� L .i WIn 'C', '� L L■ Do- LL • 00 m .. o Co Em , I 0to L J},N m 0�. T Z'OD 21 • JOB NUMBER - • CAD FILE NAME LOT 80 7B ISSUED 07-02-18 REVISED 1; 6 �1111 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 1. 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, - RESIDENTIAL 6TH EDITION 120171. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOADBEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. - SEALED FOR STRUCTURE ONLY 0 ct' w C)(9r) C)0 oC M W G� C 0CaO O 2582 0 MEMA • 777LE • ELEVA71ONS ROOF PLAN BUILDING SEC17ON DETAILS 0 T GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE 5TRF.ET EiAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WAAW%EWS.COM TAMPA • DENVER --�� EST. 1994 - 1; 6 �1111 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 1. 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, - RESIDENTIAL 6TH EDITION 120171. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOADBEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. - SEALED FOR STRUCTURE ONLY 0 ct' w C)(9r) C)0 oC M W G� C 0CaO O 2582 0 MEMA • 777LE • ELEVA71ONS ROOF PLAN BUILDING SEC17ON DETAILS 0 T GARAGE RIGHT ( I #3,- BUILDING WRAP TO GO OVER FLASHING NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND 1 rFLASHING. STUCCO STOP //7 WATERPROOF MEMBRANE t i FLOOR j EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH 15/32 O.S.B. SHEATHING ' BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z (�,� "�qTy FOLD UP WEATHER 2017 FBCR SECTION R70$ EXTERIOR COVERING ROOF MATERIAL PER FLASHING UNDER S.G.D. AS1 WATERPROOF MEMBRANE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF UNDERLAYMENCOVER SHEET) (REFER To vi TRUSS I 1 1 PRE-ENGINEERED ROOF CONST. ADHESIVE TO BE APPLIEDI WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS TRUSSES AT 24" O.C. 12 1 CAULKISEALANT OR SOLDER UNDER THRESHOLD OF DOOR m N FLASHING TO BE FLEXIBLE SELF I 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 00 :25-0^ 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL o-1 Co i EXTERIOR FINISH WATER PROOF CAULKING t CC 04 0 . f0 � 1 1 PER BUILDER ADHESIVE TYPE (MIN 6" WIDE) 1 1 1 ■ � ■ PROVIDE SELF ADHERED t � - FLASHING 2X8 TRIM BOARD PRECAST LINTEL LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" T NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND 1 rFLASHING. STUCCO STOP //7 WATERPROOF MEMBRANE t i FLOOR j EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. MW (EA. FLOOR TRUSS) SEE STRUCTURAL Q PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20STRAP 8' CMU BLOCK UCTU EA. JOIST SEE STRUCTURAL- . AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING , n, Q I r OVF R I N r 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH ' x W FLASHING TO FORM WATER SHEDDING LAPS (�,� "�qTy FOLD UP WEATHER 2017 FBCR SECTION R70$ EXTERIOR COVERING ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To WATERPROOF MEMBRANE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL UNDERLAYMENCOVER SHEET) (REFER To vi TRUSS ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PRE-ENGINEERED ROOF WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS TRUSSES AT 24" O.C. 12 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE ( REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. m N FLASHING TO BE FLEXIBLE SELF L OGILI, 00 :25-0^ 05 o-1 Co 5: Y t CC 04 0 . f0 � y� T #1 ADHESIVE TYPE (MIN 6" WIDE) Mill t � 2X8 TRIM BOARD PRECAST LINTEL -11 T t t STUCCO "J" MOLD PROVIDE SELF ADHERED : FLASHING SHEATHING LAPPING DOWN OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY 24" O C MAX FLOOR TRUSS TEXTURED CEMENT MW (EA. FLOOR TRUSS) SEE STRUCTURAL Q PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20STRAP 8' CMU BLOCK UCTU EA. JOIST SEE STRUCTURAL- . AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING , n, Q I r OVF R I N r RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. UM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. _ODER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER 5 5�s R703.2 WATER -RESISTIVE BARRIER 0 �P� SILL PLATE �� ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH (SEE DETAIL B,P 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 x� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS PTHAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 4 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. 0 R703.4 FLASHING FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 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 THE TYPE 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 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 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 FOLD UP WEATHER RESISTIVE OF THE FOLLOWING OR OTHER APPROVED METHOD: 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 BARRIER 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-7SILL 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. i FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. rL_-AsFh1NG_'j 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 FLASHING DETAILS. N.T.S. 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH x W FLASHING TO FORM WATER SHEDDING LAPS (�,� "�qTy FOLD UP WEATHER 2017 FBCR SECTION R70$ EXTERIOR COVERING ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To FR RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL UNDERLAYMENCOVER SHEET) (REFER To 4. 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFS�s� ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PRE-ENGINEERED ROOF WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS TRUSSES AT 24" O.C. 12 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE - eqR REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. UM. DRIP EDGE . FASCIA NTED ALUM. SOFFIT EATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. _ODER TYPICAL WINDOW AND SLIDING GLASS OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER 5 5�s R703.2 WATER -RESISTIVE BARRIER 0 �P� SILL PLATE �� ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH (SEE DETAIL B,P 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 x� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS PTHAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 4 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. 0 R703.4 FLASHING FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 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 THE TYPE 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 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 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 FOLD UP WEATHER RESISTIVE OF THE FOLLOWING OR OTHER APPROVED METHOD: 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 BARRIER 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-7SILL 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. i FLASHING 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. rL_-AsFh1NG_'j 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 FLASHING DETAILS. N.T.S. • JOB NUMBER 27002.000 • CAD ME NAME FL ISSUED 01-05-18 REVISED Lji x W Iso STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER ---� EST. 1994 �- �U) U.J0�O p m N L OGILI, 00 :25-0^ 05 o-1 Co 5: Y t CC 04 0 . f0 y� T -1" Z N 2't • JOB NUMBER 27002.000 • CAD ME NAME FL ISSUED 01-05-18 REVISED Lji • 77 ME • FLASHING DETAILS DAVIS BEWS DESIGN GROVP Iso STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER ---� EST. 1994 �- • 77 ME • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEATHER RESISTIVE lig WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL BARRIER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR ASTMC926 DOOR ROUGH OPENING WOOD FRAME 0 MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED CONSTR. 3/4"-1" BEAD OF CONSTR. ADHESIVE TO 3/4"-1" BEAD OF CONSTR. SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING BY THROUGH SELF -ADHERED ACCORDANCE WITH THRESHOLD OF DOOR AND RETURN LAPPING DOWN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND OVER RIM JOIST AND w • M1 OR EQUAL WEATHER PROOF 2ND FLOOR LETTER ON CHEMICAL / CAULKING UP WALL BY 6 IN. SCORED COMPATIBILITY SELF -ADHERED FLASHING SEAL TOPS OF SELF -ADHERED FLASHING, JOISTS UNDER ' SUBFLOOR DECKING (SEE „ DETAIL WP07) VERTICALLY FROM ADHESIVE AS SHOWN) / RIM JOIST lig WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR ASTMC926 ,- 0 JO�O SHEATHING 0 MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING —�` 3/4"-1" BEAD OF CONSTR. ADHESIVE TO INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB &HEAD THROUGH SELF -ADHERED ACCORDANCE WITH ,� o -LL" DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING ASTMC926 OVER WOOD REFER TO TECHNICAL / >. LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW (SEE 2ND FLOOR LETTER ON CHEMICAL / WEATHER PROOF CAULKING DETAIL WP01) SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING / • SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE / EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) / BOTTOM OF THRESHOLD / - • - - - V - / / SECTION -A (SEE DETAIL WP02) / / • / SELF -ADHERED \ FLASHING O 4 NAILING FLANGE SELF -ADHERED • FLASHING DO NOT FLASH OVER / SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) 'INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS '* INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW wlj CEMENT PLASTER OVER BLOCK 1ST FLOOR - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 ,- 0 JO�O - APPROVED WEATHER -RESISTANT 0 MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 �rNn -C 0'0)0 so) BUILDING PAPER -7/16" O.S.B. Lce SHEATHING ,� o -LL" METAL O FLASHING 3 1/2" 0-� CO UNPERFORATED FLANGE 7/8" WEEP SCREED CJf'N m ` MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 21/2" PERFORATED - •o• BLOCK FLANGE 1/2" WEEP • °•o SCREED .•o•o•o•o INSTALL BOTTOM EDGE OF EXTERIOR DOOR WITH DECK INSIDE CORNER SLAB WEEP SCREED 1" BELOW FINISH FLOOR ASPHALT SEALANT jj �'%�' CONT. GALV. "L" EXTEND MIN. OF 6" j FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING / MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT BEHIND FLASHING SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A >.>.>�.. 611>.=; BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE .r r r v.•>. _ FLASHING W! TAR _ VERTICAL RISE OF •.,.. FLASHING AT KNEEWALL ia.• �rr� Ve � - >b CONT. GALV. "L" DIVE TER r. FLASHING PER FLASHING > > > ''" ' MANUFACTURES N >.• > 'yi s• ' ' ' ' /� SPECIFICATIONS SEALANT >• OVER ROOF .'��4;>•�:• :;; ;; ROOF MATERIAL PER SHINGLES W/ TAR • ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE ,4: >_> _. FLASHING DETAILS FASCIA ` ><:� > UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER 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 r...: n.: " :`• OVER ROOF , "SHINGLES W/ TAR w ":+.- �. n :: : c" : , HOLD EXTERIOR • " " +":xA �... " . ::: K FINISH 2" ABOVE ri ri r: " »..cfi M a a : K ROOF SHINGLE PER . ` r, "• •;4 ct .' "-r" - , .'K tet'' n : "' " .• : .'"' : tK L'ti it t' - (t\OGS - _ tiff""•� r, "•"•� w" FLASHING CONTRACT . Der METAL DRIP EDGE TO S BE UNDER 7 CAULKING ,, , , > - yFFq 'S/lG, UNDERLAYMENT AT ti ri w >.•.a,'.<r: ROOF EAVES _C1 TYPICAL ROOF TO �q�Q �oOR� to ejk�' � \\ 4 Eta°gyp WALL FLASHING DETAIL FggTti�o,� 5� VRSE °oURSo sE \ FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6" HIGH SPECS. DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL DO NOT NAIL WITHIN 6" C VALLEY CENTERLINE I a 2N° c 15C co`�\ RAKE METAL DRIP EDGE TO BE OVERer EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 " CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE 7' FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. SAVE 7" PES THE RAKE AND EAVES ABOUT IEC TO USE IN 5TH 1/2 IF DRIP EDGE IS USED, OR / COURSE ABOUT 3/4" IF NO DRIP EDGE IS EMBED EACH SHINGLE .INA 2" USED. WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE J FIGURE 4: VALLEY DETAIL , NOTE: , OPTIONAL DETAIL THE BUILDING PAPER AND ��- METAL LATH MUST BE INSTALLED OVER THE TOP WEEP SCREED DETAIL OF THE WEEP SCREED. SCALE: NOT TO SCALE SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING PATCH \DHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND LASHING DETAILS WATERPROOFING METHODS TO BE USED. NTR JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED x DAVIS BEWS DESIGN GROVP ,- 0 JO�O 150 STATE STREET EAST OUXMAR. FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVTSBEWS.CAM TAMPA • DENVER 0 -1 N �rNn -C 0'0)0 so) fll > > N Lce L ,� o -LL" O O �0-0~ 0-� CO LL Y W CJf'N m ` 0 y� T Z N G IF JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED • 77 7L • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR. FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVTSBEWS.CAM TAMPA • DENVER --sv-� = 1994 �v+-- • 77 7L • FLASHING DETAILS VENT WOOD AND WAVE MICRO t0 �XERIORELECTR`CAL �E CUTLET +14" DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ji — — — — — — — — — — IvP. WEATHERPROOF DUPLEX OUTLETI a GFT. n CsF1. GROUND FAULT I LATER U -MR DUPLEX OUTLET { WINDOWS H•IALF-SWITCHEp DUPLEX OUTLET I I I e OF "4I � I SII O Fa SPECIAL PURPOSE OUTLET I /4D4( GL. VERIFY: LocAT10N / DUPLEX OUTLET IN FLOOR I I I PENDANT I I a OF DISPOSAL SWITCH 220 VOLT OUTLET I GATHERING ROOM i (VERIFY I I WER SING ICUTLET NET TCN � I � � LOCATION) ;O�I � — 7 40 WALL SWI STD. LIGHT _t3 THREE-WAY SWITCH I OPT. FAN / I I I ( \ $4 FOUR-WAY SWITCH I � J IN PAN I DINING KITCHEN $ D DIMMER SWITCH I OK I LANAI G.C. VERIFY ELECTRICAL I AT 32' CEILING MOUNTED INCANDESCENT LICIT FIXTURE AND BLOCKING WALL MOUNTED INCANDESCENT L64T FACTURE I / REaUlFelENTS AND FANIOLIGHT ;�. RECEM �ICANDESCENT LIGHT FACTURE I HEIGHTS FOR PLASMA TV LIGHT FIXTURE WITH PULL CHAIN I / WALL MOUNT I I TRAGIC LIGHT I W.P. AT 8'-8" GFT. CM D I / x FLUORESCENT LIGHT FIXTURE _ _ © 4 ExEIAUST FAN — — sD cH �/ i \ ;Q, EXHAUST FAN/LIGHT COMBINATION — — — — I o }- ®D ELECTRIC DOOR OPERATOR (OPTIONAL) I I I ( ICM FOYER \ ® CHIMES (OPTIONAL) CsG VERIFY ELECTRICAL % SD I I I PENDANT p PUSHBUTTON SWITCH (OPTIONAL) / I I I— CARBON MONOXIDE DETECTOR AND BLOCKING (�� ® I REQUIREMENTS AND I I I LOCATION)-( sD SMOKE DETECTOR (ARC -FAULT) HEIGHTS FOR PLASMA N / I I �O; sD SMOKE / CARBON MONO. COMBO DETECTOR (AFC -FAULT) I TELEPHONE (OPTIONAL) RouGH-N TELEVISION (OPTIONAL) I I FOR OPT HORIZ ® AT FANLIGHT < J LIGHT-. /> ROIaGH.N I L p THEMTAT I I n ELECTRIC METER WP. I OWNERS SUITE I I I FOR OPT. r — —, °�-a HALF Lp J FANILIC�IT I I PAN BATH = ELECTRIC PANEL GFT. I ( I �'. DISCONECT SWITCH _ _ _ _ _ _ I OWNERS BATH STUDY L v. J ® SPEAKER (OPTIONAL) F-� F_� L _ _ _ �• ', I GFT. WP I GF v;UGH RO-N FOR OPT. CEILING FAN I I I I I ° L I— _I LAUN. c CEILING MO NTED MCANDESCENT LIGHT FIXTURE Wl I GJ ROUGH -N FOR OPT. CEILING FAN L — — -J L — — — —I NOTES �r P MAKE-UP L FROVIDE AND INSTALL GROUND FART CIRCUIT-NTERRUPTER5 (9.1) AS INDICATED A/C LIGHT ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. DISCCK 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42' OUTLETS ..... 14' TELEPI•IONE..14' (UNLESS ABv COUNTERTOP) 4/0 ALU CABLE TEL.EYISIOPI.14' MAIN DISCONNECT R - A/C 3. ALT. SMOKE DETECTORS SHALL BE HAFDWIROMBO ED INTO AN ELECTRICAL POWER C - SQUARE D DISC SOURCE AND SHALL BE EQUIPPED WITH A MCNITOFED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. REFER TO FLOORTypAND N COPPER TO PLAN FOR NOTED MAN DISC. INSIDE LIGHTS AND OUTLETS 4. ALL BA AND 20A RECEPTACLES M KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, AMPS. REQUIRED P'NEL LA0 COPPER TO DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SU NRo0M8, RECREATION WATER HEATER ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION SERVICE BY SND +8 COPPER TO RANGE TYPE AFL). DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2014 40612 AND S 40613 ERVICE BGROUND ROD COPPER TO 5/8' GRROD POWER COMPANY ALSO SERVICE TO BE BONDED 5. ALL FTA AND 20A 120v RECEPTACLES LOCATED N THE GARAGE AND UTILITY TO FOOTING STEEL ROOMS SHALL BE W.Cl PROTECTED (GFT) 6. It IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS N FULL COMPLIANCE WITH NFPA 10, NEL. 2014, FBLR - bTH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. ELECTRICAL RISER D IAG RA M 1 EVERY BUILDING HAvNG A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON NOTE: OF MONOXIDE DETECTOR NSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL MATERIALS AND NSTALI- THE SHALL PURPOSES. COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL- ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRNG WHEN SUCH WIRING IS SERVED FROM THE LOCAL. POItER UTILITY. SUCH ALAR'1S SHALL HAVE BATTERY BACKUP COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WP. GFT. FOR 111J Al 7------ ' IT MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT11. ou ill COACH LIGHT ELECPANE.I 100 AMP AT 48" DAVIS BEWS DESIGN GROVP IRRIG. L50 SLATE SI'R.EET FAST CWWAR, RDMA 34677 813. 925. L300 TFL 80. 925. 1800 FAX W W W.DAW%EWS.CAM TAMPA • DE*4VER- 0 Jc'+iP(1) i ARAGE J 1.6 j 00 v. -e - � 0-iCO E Y � I . 111J Al 7------ ' IT MAIN FLOOR ELECTRICAL PLAN, GARAGE RIGHT11. ou ill JOB NUMBER — CAD FILE NAME LOT 80 TB ISSUED 07-02-18 REVISED x W w DAVIS BEWS DESIGN GROVP �O JO�O L50 SLATE SI'R.EET FAST CWWAR, RDMA 34677 813. 925. L300 TFL 80. 925. 1800 FAX W W W.DAW%EWS.CAM TAMPA • DE*4VER- 0 Jc'+iP(1) i L J 1.6 ° 0 . 00 v. -e - � 0-iCO E Y 0 4 0OC Z N L l JOB NUMBER — CAD FILE NAME LOT 80 TB ISSUED 07-02-18 REVISED 1 : 2582 461 • 717L • MAIN FLOOR ELEC. PLAN DAVIS BEWS DESIGN GROVP L50 SLATE SI'R.EET FAST CWWAR, RDMA 34677 813. 925. L300 TFL 80. 925. 1800 FAX W W W.DAW%EWS.CAM TAMPA • DE*4VER- ---e FST. 1994— 1 : 2582 461 • 717L • MAIN FLOOR ELEC. PLAN ELECTRICAL <E�' DUPLEX CONVENIENCE OUTLET — — DUPLEX OUTLET ABOVE COUNTER fow-r. WEATHERPROOF DUPLEX OUTLET PO�1 GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET F SPECIAL. PURPOSE OUTLET � =El: DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY STITCH [ $ D DIMMER SWITCH 4 CEILING hlO<9dW INCANDESCENT LIGHT FIXTURE � �- WALL. MOUNTED INCANDESCENT LIGHT FIXTURE � RECESSED INCANDESCENT LIGHT FIMF4E Ac. LIGHT FIXTURE WITH I°WLL CHAIN TRACK LIGHT 1 FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) PUSHBUTTON SUATCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) ®® SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) L Q TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) Q THEIRMOSTAT rp ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -N FOR OPT. CEILING FAN v J c/> CEILING MOIPITEO INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES° L PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFJJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR. SWITCHES.... 42' OUTLETS. .14' TELEPHONE. 14' (UNLESS ABV COUNTERTOP) TELEVISION.. J41 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL 15A AND 20A RECEPTACLES N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL WQUIRE A C"INATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2014 406.2 AND 40613 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF -CJ. PROTECTED (GFJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA 10, NEG 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -KIEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE TI-EIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAKE-UP LIGHT UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER - CAD FILE NAME LOT 80 TB ISSUED 07-02-18 REVISED x w DAMS BEWS DESIGN GROVP r 0 J ona Iso STATE STREET EAST CLDSMAR, FLARMA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAWSBEWS.CAM TAMPA • DENVER 0 � �� N 0'(�� > J N L. `, �oLL .p 0 �L a-01, 0� C0 LLY Dao rJ;N m 00 z 04 JOB NUMBER - CAD FILE NAME LOT 80 TB ISSUED 07-02-18 REVISED 2582 • TIME - • UPPER FLOOR ELEC. PLAN DAMS BEWS DESIGN GROVP Iso STATE STREET EAST CLDSMAR, FLARMA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAWSBEWS.CAM TAMPA • DENVER —.--i EST. 1994 fzt---- 2582 • TIME - • UPPER FLOOR ELEC. PLAN P, 151 -AI' 14'-411 FLOOR TRUSSES ' ~• •'•� TRU55 DE51GN NOTE: /1t111111j ADDITIONAL DELEGATED TRUSS MANUFACTURERS INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTNEROE: 1: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SMD60N META20 (AT EA T ) W/ (8)10d x I -U1" (UND) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N WETA20 (32" O.C. AXJ W/ 9 10d x 1-1/2" (ts5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED#*) (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON NIOA W/ (18)10d x 1-1/1" OR SIMP50N WT520 W/ (14) IOd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0) - 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRT WALL CONNECTIONS A SIMP50N MSTCM60 MAT BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCMb0 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY FRAMING FASTENER CAPACITY LEGEND O SIMPSON MTSMIb, 20 - (1)10d w/ (4) 1/4° x 2 114" TITEN (TTP. 11 SIMPSON IGT -3 (3 ply member) - (2) 3/4" DIA AB.+ (lb)10d :Lu _411 141 EMBED AB, INTO MASONRY K.O. BLOCK 2" (MIN) SET BOLTS IN O2 SIMPSON META18-40 - (8)10d x 1 -IR' (TYP. FRAME TO MASONRY) SIMPSON SET -XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN 12 SIMPSON NIDA - (18)10d X 11/2" (TTP. SYP FRAME) O SIMPSON MSTAM24 - (9)10d w/ (5)1/4" x 1 U4" TITEN ?TYP. NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES FRAME TO MASONRY) @ SIMPSON MT512 - (14)10d 11/1" (TTP. STP FRAME TO FRAME ® SIMPSON LM05 - (10)-10d + 111" x 10" AB (TYP. FRAME TO . ALL -ARM) LEDGER (MIN.). MAS/FRM ALL-AROUND) 14 SIMPSON LSTA18 - (14)10d (TYP. FRAME TO FRAME) O SIMPSON HETA20 - (9)-10d x 10" (TYP. SYP FRAME TO LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUG28 AT FACE MASONRY ALL -ARM) 15 SIMPSON WT520 - (14)10d I U2" or (20)10d (TYP. SYP FRAME TO O SIMPSON 1474 - (1) 5/8" dia. A.B. + 18-ibd BOLT IN 5IMP50N SET FRAME ALL-AROUND) (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 EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE (TYR SYP FRAME 16 SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) TO CONCRETE) LEDGER F (LF) - ® SIMPSON 1474 - (1) 5/8" DIA ATR + (18) IbD. EMBED A.B. INTO (2) SIMPSON MTS18 - (14)10d 110" AT EA STRAP (TYP. SYP FRAME TO (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A MASONRY K.O. BLOCK b" (MIN) INTO MASONRY K.O. BLOCK WITH FRAME) SIMPSON SET EPDXY. (TYP. SYP FRAME TO MASONRY) - IS (2) SIMP50N WT520 - (24)10d 1 lit" AT EA STRAP (TYP. SYP FRAME ® SIMPSON 1474 - (1) 5/8" DIA ATR + (18) IbD. EMBED A.B. INTO TO FRAME) MASONRY K.O. BLOCK 2" (MIN) INTO MASONRY K.O. BLOCK WITH SIMP60N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) O 19 SIMP50N STb224 - (28) Ibd (TYP. FRAME TO FRAME ALL-AROUND) O 5IT50N MGT - (V 5/8 DIA ATR + 22-10d EMBED ATR 2" (MIN) (3) SIMPSON RTS20 - (24)10d 11/2" AT EA STRAP (TYP. S.YP. FRAME RESPECTIVELY. U.N.O. INTO MASONRY K0. BLOCK WITH 51MPWN SET -XP EPDXY. (TYP TO FRAME) 2 -PLY TRUSS HEEL TO MASONRY) 21 (4) SIMPSON HT520 - (24)10d 11/1" AT EA STRAP (TYP. SYP FRAME ® SIMPSON LGT3-51)S 15 (2) U4" x 3" SDS AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) I _FI 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES FOR 3 -PLY TFIJ55 HEEL MASONRY) ® SIMPSON MSTAM 3b - (4)1/4" x 2 114" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME 9 O SIMPSON HTT5KT - (U 5/8" DIA AB.+ 2b -6D 10" x 2 112" BOLT IN24 SIMPSON HTSMIb - (8)10d x 11/1" w/ (4)1/4" x 11/4" TITEN 2 (TTP. SYP SIMPSON SET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. SYP FRAME TO MA50NRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N M5TCM40 W/ (14 16d SINKERS AND (10) U4" x 1 U4" TITEN 2 O SIMPSON HGT-1(2 ply member) -(2) 3/4" DIA AS. + Ib -10d EMBED SCREWS 18 lg 26 SIMPSON M5TCM60 W/ (20)-Ibd SINKERS AND (14) 1/4" x 21/4" TITEN 2 SET -XP EPDXY. (TYP S.YP. FRAME TO MASONRY) SCREWS N07ES: L TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 5 MP50N STRONG -TIE CATALOG (C -C-201), AND ARE _ cv * �,� �� PROVIDED FOR REFERENCE. SEE MANN. FOR OFFICIAL CAPACITIES AND INSTALLATION •�/�� ` • CRITERIA 18 18 S� ' ~• •'•� TRU55 DE51GN NOTE: /1t111111j ADDITIONAL DELEGATED TRUSS MANUFACTURERS INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTNEROE: 1: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SMD60N META20 (AT EA T ) W/ (8)10d x I -U1" (UND) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N WETA20 (32" O.C. AXJ W/ 9 10d x 1-1/2" (ts5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED#*) (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON NIOA W/ (18)10d x 1-1/1" OR SIMP50N WT520 W/ (14) IOd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0) - 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRT WALL CONNECTIONS A SIMP50N MSTCM60 MAT BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCMb0 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY FRAMING FASTENER CAPACITY LEGEND O SIMPSON MTSMIb, 20 - (1)10d w/ (4) 1/4° x 2 114" TITEN (TTP. 11 SIMPSON IGT -3 (3 ply member) - (2) 3/4" DIA AB.+ (lb)10d :Lu FRAME TO MASONRY) EMBED AB, INTO MASONRY K.O. BLOCK 2" (MIN) SET BOLTS IN O2 SIMPSON META18-40 - (8)10d x 1 -IR' (TYP. FRAME TO MASONRY) SIMPSON SET -XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN 12 SIMPSON NIDA - (18)10d X 11/2" (TTP. SYP FRAME) O SIMPSON MSTAM24 - (9)10d w/ (5)1/4" x 1 U4" TITEN ?TYP. NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES FRAME TO MASONRY) @ SIMPSON MT512 - (14)10d 11/1" (TTP. STP FRAME TO FRAME ® SIMPSON LM05 - (10)-10d + 111" x 10" AB (TYP. FRAME TO . ALL -ARM) LEDGER (MIN.). MAS/FRM ALL-AROUND) 14 SIMPSON LSTA18 - (14)10d (TYP. FRAME TO FRAME) O SIMPSON HETA20 - (9)-10d x 10" (TYP. SYP FRAME TO LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUG28 AT FACE MASONRY ALL -ARM) 15 SIMPSON WT520 - (14)10d I U2" or (20)10d (TYP. SYP FRAME TO O SIMPSON 1474 - (1) 5/8" dia. A.B. + 18-ibd BOLT IN 5IMP50N SET FRAME ALL-AROUND) (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 EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE (TYR SYP FRAME 16 SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) TO CONCRETE) LEDGER F (LF) - ® SIMPSON 1474 - (1) 5/8" DIA ATR + (18) IbD. EMBED A.B. INTO (2) SIMPSON MTS18 - (14)10d 110" AT EA STRAP (TYP. SYP FRAME TO (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A MASONRY K.O. BLOCK b" (MIN) INTO MASONRY K.O. BLOCK WITH FRAME) SIMPSON SET EPDXY. (TYP. SYP FRAME TO MASONRY) - IS (2) SIMP50N WT520 - (24)10d 1 lit" AT EA STRAP (TYP. SYP FRAME ® SIMPSON 1474 - (1) 5/8" DIA ATR + (18) IbD. EMBED A.B. INTO TO FRAME) MASONRY K.O. BLOCK 2" (MIN) INTO MASONRY K.O. BLOCK WITH SIMP60N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) O 19 SIMP50N STb224 - (28) Ibd (TYP. FRAME TO FRAME ALL-AROUND) O 5IT50N MGT - (V 5/8 DIA ATR + 22-10d EMBED ATR 2" (MIN) (3) SIMPSON RTS20 - (24)10d 11/2" AT EA STRAP (TYP. S.YP. FRAME RESPECTIVELY. U.N.O. INTO MASONRY K0. BLOCK WITH 51MPWN SET -XP EPDXY. (TYP TO FRAME) 2 -PLY TRUSS HEEL TO MASONRY) 21 (4) SIMPSON HT520 - (24)10d 11/1" AT EA STRAP (TYP. SYP FRAME ® SIMPSON LGT3-51)S 15 (2) U4" x 3" SDS AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) ND INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES FOR 3 -PLY TFIJ55 HEEL MASONRY) ® SIMPSON MSTAM 3b - (4)1/4" x 2 114" TITEN TO BLOCK AND 1-10d 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES TO FRAME 9 O SIMPSON HTT5KT - (U 5/8" DIA AB.+ 2b -6D 10" x 2 112" BOLT IN24 SIMPSON HTSMIb - (8)10d x 11/1" w/ (4)1/4" x 11/4" TITEN 2 (TTP. SYP SIMPSON SET EPDXY. EMBED A.B. 5" (MIN) INTO CONCRETE (TYP. SYP FRAME TO MA50NRY ALL-AROUND) FRAME TO CONCRETE) 25 5IMP50N M5TCM40 W/ (14 16d SINKERS AND (10) U4" x 1 U4" TITEN 2 O SIMPSON HGT-1(2 ply member) -(2) 3/4" DIA AS. + Ib -10d EMBED SCREWS AB. INTO MASONRY K0. BLOCK 12" (MIN) SET BOLTS IN SIMPSON 26 SIMPSON M5TCM60 W/ (20)-Ibd SINKERS AND (14) 1/4" x 21/4" TITEN 2 SET -XP EPDXY. (TYP S.YP. FRAME TO MASONRY) SCREWS N07ES: L TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 5 MP50N STRONG -TIE CATALOG (C -C-201), AND ARE * �,� �� PROVIDED FOR REFERENCE. SEE MANN. FOR OFFICIAL CAPACITIES AND INSTALLATION •�/�� ` • CRITERIA ' ~• •'•� TRU55 DE51GN NOTE: /1t111111j ADDITIONAL DELEGATED TRUSS MANUFACTURERS INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTNEROE: 1: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SMD60N META20 (AT EA T ) W/ (8)10d x I -U1" (UND) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N WETA20 (32" O.C. AXJ W/ 9 10d x 1-1/2" (ts5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED#*) (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON NIOA W/ (18)10d x 1-1/1" OR SIMP50N WT520 W/ (14) IOd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0) - 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRT WALL CONNECTIONS A SIMP50N MSTCM60 MAT BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCMb0 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5PEGIFIGATION FOR LEDGERS i m O• :Lu 0: z AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 16 A REQUIRED TERMINATION FOR THE ' ~• •'•� TRU55 DE51GN NOTE: /1t111111j ADDITIONAL DELEGATED TRUSS MANUFACTURERS INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED OTNEROE: 1: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE SMD60N META20 (AT EA T ) W/ (8)10d x I -U1" (UND) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N WETA20 (32" O.C. AXJ W/ 9 10d x 1-1/2" (ts5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED#*) (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMPSON NIOA W/ (18)10d x 1-1/1" OR SIMP50N WT520 W/ (14) IOd x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.0) - 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRT WALL CONNECTIONS A SIMP50N MSTCM60 MAT BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCMb0 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY II 5PEGIFIGATION FOR LEDGERS (THE FOLLOWING SHALL APPLY LIX0.) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPGONS AT 12" OG. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO ISO STATE STREET EAST OLD6MMl , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX VvWW.DAVISBEWSCAM TAMPA • nE %W AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 16 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE 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 B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD Oro" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LG) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUG28 AT FACE ATTACHMENT OR HTS1ro 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 to OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.) LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD Oro" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C 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 II JOB NUMBER CAD FlLE NAME LOT 80 T8 ISSUED 07-02-18 REVISED x DAVIS BEWS DESIGN GROVP ISO STATE STREET EAST OLD6MMl , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX VvWW.DAVISBEWSCAM TAMPA • nE %W U ro o !� 0 � N 1 o L > iLu J N L Cod• O 0 �m N D 0 � of Co E r Y W to cy J (D Z 01 C_ � 0 . 34 v JOB NUMBER CAD FlLE NAME LOT 80 T8 ISSUED 07-02-18 REVISED S? F111,111 iii VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. IDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (20171. 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 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 W C:) V) O z: O 1 0 O • *NJ ...... All 2582 77 TLE TRUSS STRAPPING PLAN TRADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS GARAGE RIGHT DAVIS BEWS DESIGN GROVP ISO STATE STREET EAST OLD6MMl , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX VvWW.DAVISBEWSCAM TAMPA • nE %W --=:;i ESI: 1994 pz-=�.- S? F111,111 iii VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. IDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (20171. 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 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 W C:) V) O z: O 1 0 O • *NJ ...... All 2582 77 TLE TRUSS STRAPPING PLAN TRADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS GARAGE RIGHT GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: 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 TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER THE TRUSS ENGINEER 15 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 IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED 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 TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT BCS( RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BGS( RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS 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 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 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 GASTCRETE 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 15 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 TH15 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 61 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 RES15T 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 •• ALTSSNOT BEING LOCATIONW RE HEFLOOR SYST 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 "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON 5DS25600 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 SIMP5014 SPI CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/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 GUARDRAILS 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 •• 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/O 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 DRY • 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): • R904B.1 NAILS: •• NAILS SHALL BECORROSION- RESISTANT NALIS CONFORMING TO ASTM F1661 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MEGHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TAS114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS • 1=568 905.1.1 • 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 0 24" O.C. W1 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 -8 12" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER 51A. 4 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS 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: Il. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/AGI 530/45CE 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. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 1 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 23. 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 FOR 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 C1116 TYPE 111 4.13. USE 0.15, BY VOLUME MINIMUM (1S LBS / CU YD). 4.5. LAP SPLICES 4 NOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/A5CE 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 PSL 5.23. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C41ro. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A SLUMP RANGE OF 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 53.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 53.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.43. 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/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT C3/8")', 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. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. *2 OR BETTER. 633, INTERIOR LOAD BEARING WALL STUDS TO BE SPACED a 16" O.C. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 63.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 63.6. INSTALL BLOCKING IN ALL WALL STUDS OVER B'-0 a MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS - 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 GCA SALT TREATMENT IN ACCORDANCE WITH F.5. 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. 6.6.1. 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. 6.6.2. 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. 6.8 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 5CS1 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.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 '0782, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. a 24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 a 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE a 24" O.G. AS PER DETAIL '1='/52. BLOCKING DEFINED (THE FOLLOLUING SHALL APPLYVN.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2_SYP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME AS 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 TRU55 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 SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A 5ECOND PIECE SHALL BE IN5TALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECF-55ARY 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 MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING IN5TALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH 5UPPORT5 THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPPIN6, BRACING, AND SUPPORT, U.N.O. FALL FICATION FOR BUCK ATTACHMENT SPECIFICATION FOR ANCHOR BOLTS O G APPLY O. M412 FOLLOw1N� SHALL APPLY uxn� ATTACH WINDOW THROUGH BUCK TO • ALL 1/2" DIA. A$. INTO THE TOP OF A MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x SHALL HAVE A MINIMUM EMBEDMENT OF 6' • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY ATTACH TO MASONRY w/ 1/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5".ORS m 12" O.C. w/ MAX. 6" FROM END OF BUCK• ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL 2x WINDOW BUCK ATTACHMENT) SHALL HAVE A MINIMUM EMBEDMENT OF 6". LIMITATIONS • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL (THE FOLLOWING SHALFAFTLY UN.O.) HAVE A MINIMUM EMBEDMENT OF 7. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET • VORTEX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. ATTACHED DESIGN FOR ITS STRUCTURAL • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 92 COMPLIANCE WITH SECTION 8301 OF THE FLORIDA DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE BUILDING CODE, RESIDENTIAL 6TH ED., AND lS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, NOTATION TO USE SAME. �I AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY �� DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY `�° •, OF THE DESIGNER SPECIFICATION FOR LANDINGS 4 STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2X12 02 SYP.ALL STRINGERS TO ATTAGH AT �� ••. • LANDINGS S RINGERS RUNNING PARALLEL TO4SPPO UPPER I ED BY A WALL SHALL BE ATTACHED: C HANGER HED ��ii��l% •• � III •• 9 MASONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJC:ONCJ. •• g WOOD WITH (4) 0.131 X 3" NAILS AT EA. STUD MIN. (16" O.G. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CON(.). ATTACH FOOT TO FLOOR: •• 9 CONC. W/ J" DIA. X 3" TAPCONS 6 12" O.C. •• g WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X32" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 "2 SYP, MIN. a IV' O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, 4 •• (2) 0.131 X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX: ••• 4" X 3 TAPCONS ,9 8" D.G. STAGGERED m MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE 83015 4 SECTION 8312. CONFLICTS (THE FOLLOWING SHALL APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Valt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURER'S SPECIFICATIONS, THEMOST Y. MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE STRINGENT SEALED DIRECTIVE FIA ROM TWE ENGINEER OF RECORD IS PROVIDED RELATING TO A COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. ROOF © 10 SQFT + 28.6 /-117.1 PSF DISCLAIMER @ 20 SQFT + 26.5/-109.1 PSF (THE FOLL GPPLY 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 D15CREPANCIE5 TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL @ 10 SQFT +49.7/-66.7 PSF ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF @ 20 SQFT + 46.3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SQFT + 44.6/- 56.9 PSF OF VORTEX ENGINEERING, LLC,, OR ANY @ 100 SQFT + 42.1 - 55.2 PSF GON5TRUGTION EXECUTED FROM THESE PLANS @ 500 SQFT + 37.1 - 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3 /- 49.4 PSF LIABILITY, GLAIM5, 5UIT5, OR LITIGATION BY ANY 10' WIDTH + 43.6 /- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFICATION5 A040MPANY THESE PLANS, THEY 12' WIDTH +42.9-48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. + 16'+ WIDTH T42.0/- 47.5 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, 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. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY 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 H Z Z W 0 N Lu p W p W LL= Z Z 3o=W W d �0O1O w~per 3gp'Z'-^ V »uWz = N W Z O J W Z ten/ ,y =Zzz J HaOo ZyNj,ay,Ozt9 Cw *k G Z uv+W O �V, -' J oho We a~ LL.LLJ J p 3 0 Z W Z= OJ �z<z W � �. z (WjWWV mQZz WC9ZW� �I W 1- a Q W W- w 0'' Q Q Z a n = ~ W W W w 0m N _ o aui o a O V.� c n ...1 M 0� (' L w o� Z�m to N aM Ol♦� H p 0000 M W mss Z Lu N oLn ►� o4OO ZLLO'Q Y w Z XM O 0 qrrcV X Q a Z W Ln O o � �i '2'1 : U - 0 W :Z - N ) J =` v Lu q) Q DATE 03-08-18 SCALE NOTED DRAWN MK/7=©K JOB - Sheet content: Structural NOteS Sheet number: N 1 142-21.5 PRE- ENGINEERED WOOD 12 TRUSSES 6 24" 0/C —� (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) , SIMP50N 6P2 EA.STUD 1/16" APA RATED SHEATHING— SEE SCHEDULE FOR DOUBLE 112X" FASTENING S.F.F. TOP PLATE 10" MIN. K.O. CMU BOND - • •J- .moi BEAM EMBED AGI STD. HOOK IN BOND 5M. � *5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS •- "5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI J, 0'-0" FINISHED • FLOOR STD. HOOK IN , t .: '. ,.. ::.. •.:.. FOOTING ..;.. .:,•••: . ; • , '• •..•_:. . 2X4 PT STUDS IT 16" O.C. OR . • '. •° : .._ :. ..., .: :..:.,.: • .. (1)2X4 PT STUD 24" O.C. CRICKET AS • • : FOOTING SEE FOUNDATION UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -- 5IMP50N 5P1 EA. STUD ; U. MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.5TUD y• MOISTURE BARRIER 8"X5"X16" K.O. BLOCK W/I 05 CON (I)15 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT - W/ STD. 90' HOOK IN KO. BLOCK T C 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 LEWSTN LAP SPLICE BEND DIAMETER LEWjTH LAP SPLICE WITHOUT WRITTEN APPROVAL OF VORTEX "A11 11511 RC. 11011 NAN 11511 11C" "011 03 AIA 4. 41/2 1 15 21/411 41/2 9 V4 16 04 21/2 6 9 V2 20 A A. 6 11 V2 11 05 \ 15 113/4 25 3 3/4" 1.5 151/2 26 "6 33/4 .9 30 4 1/2" 9 151/2 35 r1 43/8 105 16 V2 35 5 1/4" 105 213/4 53 "8 - - - - 8" 11 1 243/4 1 14 OB I - I - I - I - 1 9"1 135 1 18 95 Umoza WWZL= Q 93- W W W �// =a2 r m G. -.o oma J CDM e� (' Ln w j 4 co INp 00 LU 1- 00 M In ° 0I01) W tt ,Z_n V Z U- O Q Y W Z acri0 W LLJ Q 00U qno� aLL WZ d vi g o e I 118 If . J O. LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK 10" MIN. K.O. CMU BOND - • •J- .moi BEAM EMBED AGI STD. HOOK IN BOND 5M. � *5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS •- "5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI J, 0'-0" FINISHED • FLOOR STD. HOOK IN , t .: '. ,.. ::.. •.:.. FOOTING ..;.. .:,•••: . ; • , '• •..•_:. . 2X4 PT STUDS IT 16" O.C. OR . • '. •° : .._ :. ..., .: :..:.,.: • .. (1)2X4 PT STUD 24" O.C. CRICKET AS • • : FOOTING SEE FOUNDATION UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -- 5IMP50N 5P1 EA. STUD ; U. MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.B. 6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.5TUD y• MOISTURE BARRIER 8"X5"X16" K.O. BLOCK W/I 05 CON (I)15 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT - W/ STD. 90' HOOK IN KO. BLOCK T C 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 LEWSTN LAP SPLICE BEND DIAMETER LEWjTH LAP SPLICE WITHOUT WRITTEN APPROVAL OF VORTEX "A11 11511 RC. 11011 NAN 11511 11C" "011 03 11/8 41/2 1 15 21/411 41/2 9 V4 16 04 21/2 6 9 V2 20 3" 6 11 V2 11 05 31/5 15 113/4 25 3 3/4" 1.5 151/2 26 "6 33/4 9 14 30 4 1/2" 9 151/2 35 r1 43/8 105 16 V2 35 5 1/4" 105 213/4 53 "8 - - - - 8" 11 1 243/4 1 14 OB I - I - I - I - 1 9"1 135 1 18 95 •• CONTRACTOR TO VERIFY ALL DIMENSIONS •� PLAN FOR SIXES 4 MORE INFO. 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 GHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLL, OR ANY CONSTRUCTION -'s�Masomy Wall Reinforced Cell Detail HARMLESS TO ANY LIABILITY; CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE S 1 FOR ADDITIONAL CONDITIONS. REVISIONS SCALE: NTS NEW CODE UPDATES 10" MIN. REVISIONS • DK/PK •' 8x8 K0, CUM BOND BEAM - = — — — -� _ w/ 1- 15 BAR CONT. �' `• _ '• ' ~r•—'�` • PRE-ENGINEERED CONC. LINTEL —•' — — ="' — — w/ 1- "5 BAR CONT. Q p p Z iZD'^ p¢w~p LLI U.ID wi � zZ- 0 W LL Q = INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail NOT FOR USE IN THE HVHZ (DADE, BROWARD) EMBED ACI (4) 10d NAILS AT 2x8 WALLS USE SPHS - STD. HOOK IN � � ` 05 BAR VERTICAL WALL REINF. BEARING WALL (W/ S-1 f•••: ';' FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF SCALE: NTS BOND BM. GROUT CELLS SOLID SEE PLAN TRUSS TOP PLATE 5PH4 CONNECTORS SHOWN. FOR LOCATIONS 5RG. TRUSS 5RG. FOR WALLS LARGER THAN , Rebar Lap, Embedment & Hook Schedule SEE PLAN SEE PLAN 2x8, USE SIMP50N BPI'S ON EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO S•1 SCALE:NTS NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION CHI LEGENE) REGARDLESS 6P2'6 ON EACH SIDE OF VERT. WALL INSTRUCTIONS FOR SPACING 4 SIZE) "5 DOWELS SEE PLAN FOR STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. NOTE' LOCATION LAP 25" MIN. WALL SHOWN ON TO TOP PLATE w/ UN.O." REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE SPH6 PLANS, WALLS CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR 5IMP50N SPH4 w/ EMBED ACI BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR c (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN. CLEAN OUT (W/O UPLIFT) STUDS 6 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING e NOTE: STD. HOOK IN FOR SCHEDULE) AT 2x8 WALLS USE SPHS FOOTING EITHER COLUMNS a "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF SPECIFICATIONS, JAMB SHALL BE 2x6 @'-0" FINISHED DIRECTLY OR SPH4 CONNECTORS SHOWN. FLOOR INDIRECTLY ,a GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) SIMPSON SPH4 W102) 10d FOR WALLS LARGER THAN t :. •, : ••, PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON SPI'S ON 'f ` FOOTING SEE FOUNDATION PLAN GARAGE TO ARE TO BE HOUSE WALLS, STUDS g 16" O/C .' :: •. y. , EACH SIDE OF STUD TO :`.: • ' .:: : ; AB. AT 24 O.G. STARTING 9 MAX. :..,,.. :-... .,.,., 1/2 DIA. x 8" HOUSE WALLS, BUILT AS INSULATE PER - , FOR SIXES 4 MORE INFO. CALCS/SPECS 1/2" DIA, x 8" TITEN HD Q 24° TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP. BOARD 1/2" GYP. BOARD - ' TITEN HD 6 48 INSULATE PER BEARING WALL FASTEN PER MANUF. BOTTOM PLATE 4 SIMPSON .;? :. • ' ':: • •.; O.G. FOR A MAX. UPLIFT OF MIN. AT EACH BOLT LOCATION. TRACK O.C. MAX (SEE CALCS/SPECS WNPLIFT SPECS. SP2'S ON EACH SIDE OF • . ••• «. FOUNDATION (1) SIMPSON SPH4 1500 LBS. ON EACH TRUSS ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. "I STUDS 6 16"O.C. STUD TO TOP PLATES. . • .y - � ~ . . 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 g 2'-0" INSULATION OR PER ENERGY EXCEPTIONS) NEEDED ONLY OR EXCEPTIONS) G Gara a Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. GALCSJSPECS. N ason Column Lanai/Ent Detail PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE S_7 sCALE: Nrs DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 0'-0" CONTROL. UN.O." WALL THICKNESS) CONT. 2X PT SOLE PLATE SCALE: NTS • .. _ f .. DBL STP TOP PLATE (1) SIMP50N SPH4 W/(12)10d �5 BAR TRANSITION T -A4 CONC. SLAB. SEE COMMON NAILS EA. STUD Z • ' • i FOOTING SEE I' I % FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR d .. STEEL ACI STD. _ y KD. CMU BOND `;'r': �:..:...4. .. , FOUNDATION PLAN FOR I= — FOUNDATION PLAN MA50NRY ATTACPMENTS THAT MORE INFO. � � HOOK (TYP) `�� ..•. —� I 71-14- F SIZES 4 MORE INFO. -III-I 11— FOR SIZES 4 MORE OCCUR A LINTEL USE 1/2" x 6" EL V 0'-0" TOP OF SLAB BEAM SP4 TOP : INFO. THREADED ROD SET IN L �:. ,: — Q O �; 4 •• 4 Load Brn Interior Stud Part. Detail o _ _ :f. �_• ' ° � z SIMPSON SET EPDXY. �� B Load Brn Interior Stud Part. Detail '- ` .:.,• u SCALE: NTS ti �.,•i•' •T. — •i .. t .111 S-1 SCALE:NTS S_7 With Uplift 2 X S.Y.P. STUDS g 16" O.C. - U.N.O. , �' SEE FOUND. PLAN;; W FOOTING SEE �.:." ,. Q ; Without Uplift P YERT. WALL REINF. - ,,. LOAD BEARING OR FOUNDATION PLAN FOR 4L de :. ••:•..: �i % '•••.. SHINGLE /TILE ROOF -SEE ELEVATION EXTERIOR WALL 2 X STUD SIZES 4 MORE INFO. • CLEAN t COMPACTED SOIL. (B5% MODIFIED PROCTOR PER ASTM D1551) "5 BAR TRANSITION •` PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL AGI STD. PER MANUFACTURERS SPECIFICATIONS. SEE TRUSS g 24" O.C. 8" C. M. U. Gara a Wall Section Brn Wall HOOK (TYP) CONTRACTOR TO PROVIDE MANUF. (TYP) ELEV. 10 x I/2 DIA. J J DOCUMENTATION TO INSPECTOR 10 TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS s1 P X P.T.STUD S 1 SCALE: NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) 05 T. INFILLEDW/ U pl Uplift . D RL ENT TO COMPLY WITH FBCR CENTERED ON WALL `'' R • , : ' 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR loop BRNG. OR GARAGE 1/2" DIA x 6" FLOOR P Mason Transition Detail ELEVATION VARIES 5RNG WALL TITEN HD (4) 10d NAILS INTO �� 710. TRUSS SCALE: NTS TOP OF MASONRY 5RG. DBL TOP PLATE `,. TITEN HD 48" O.C. IF :� Z X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0" WALL IS INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO 5RNG WITHOUT 1/2" GYP. 5D. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.C. IF i/2" GYP. BOARD TYP. SEE NOTE ON N -I ELEVATION PAGES FOR EXTERIOR FINISH d. ,: :, :• PAGE FOR GARAGE 5OFFIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD CELL TO BE FULLY APPLICATION —— d ° -- n u O S 4 GROUTED t. •. a VARIES SEE ROOF PLAN :.. - `. -� GRADE • = " I .. - - e °: - DIA. J BOLTS • . - • RS '� 4 ED ONSTUDS .d .. • . ... .... — — S.Y.P. I DS 6 16 "O.C. Ix2 PT NAILER 8"x811 KO. CMU BOND 5M. w/ 1 S BAR (1) SIMP50N SPH4 .. — _ - LL 4 EPDXY WASHE (MAX.) CENTER 2X STU CONT. (MIN LAP - 25) GROUT CELLS I I-III—III- WALL. (REFER TO FND 4 INTO LINTEL/BOND NOTE: I/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. TYP. : °` -' III=III=I FLR PLN FOR WALL INSULATION OR PER ENERGY OR CIP BEAM • • DOWEL ARE PLACED INCORRECTLY :. a . °: '.- ° ., , 1 THICKNESS) CALGSJSPECS. ABOVE WITH I '' I I=I I (=III- MINIMUM OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF. 8x8 PRECAST CONCRETE LINTEL � � F' DOWEL AT PROPER LOCATION W/ EMBED ACI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE :• :; CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" III=III= USE 5IMP50N SET GRADE 60 05 BAR INSTALL IN SLAB IN BOND 5M. 05 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — a _ I I=III=� I SE� OUND APLAN HIGH STRENGTH I � W/ 5" MINIMUM EMBEDMENT, USE SIZES 4 MORE INFO. _ FOR MORE INFO. EPDXY SIMPSON SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT PRECAST CONC SILL III I ((, I I I I=III=III=III=III=III I I I 1 ELFV 0'-0" TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A Ix4 a WINDOWS 4 S.G.D. III -1 I I=III=I I (_) I I-1 1 ' ''� '• I •: PROJECT WITHOUT WRITTEN APPROVAL. 05 BAR VERT. WALL REINF. CONT. : ' ' :: ' �• .`• ::" • : ` ` :::::::::: MISSING TRUSS ANCHORS: TRUSSES TO BOND BEAM. EMBED ACI STD. NOTE: q — — — — — — - AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS ,„ .�:.. r; •-'--.�•=-. USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE 1111' ' = ' SEE FOUND. PLAN WINDOW W/ SCREEN HOOK 6 IN BOND BEAM. GROUT �L E 1 HIG ARE PLACED UC THAT AN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMP50N SPV5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'5 ON W FOUNDATION PLAN -J. - '•' DRILL 4 EPDXY E EMBEDMENT ANCHOR IS MISPLACED EACH SIDE OF STUD TO TOP PLATES. UN.O. N FOR SIZES 4 MORE ` ' ` �' MINIMUM EMBEDMENT to OR MISSING MAY BE FASTENED TO THE 8 x16 C.M.U. PER ASTM C-90 (TYP.) • • :.: ' ;•`•: \- CLEAN 4 COMPACTED SOIL. u MASONRY BOND BEAM USING ONE Ix2 PT FIR STRIP 6 24" O.G. INFO. s ; 5 SIMPSON SET SIMPSON HTSM16; MAX. CAP IS 1175 FM=19@0 P.S.I, IMIN.) W/ TYPE M OR (95% MODIFIED PROCTOR PER ASTM D1551) EPDXY I S MORTAR PER ASTM C-210 • MAXIMUM OF 5 IN A ROW 4 10 TOTAL 1x4 PT BASE NAILER K `,,Garage Wall Section Brn Wall WITHOUT WRITTEN APPROVAL. 1/2" DIA x 6" A5 AT INT. SHEAR WALL $1 SCALE: NTS INSUL. PER CALCS. 4 SPECS p EXISTING MASONRY Ln 4"GONG. SLAB. SEE OR TITEN HD ONLY J-5-8d USE SIMPSON W/G Uplift - FOUND. PLAN 24 O.C. IN TO TOP 4 BOTTOM BOND BEAM OR ELEV @'-0" TOP OF SLAB -- — REINFORCED CELL PLATE PLUS HORIZ. SLAB FOOTING SEE — BLOCKING fit 48" O.G. 1/2" GYP. BOARD 2X STUDS g 24"O.G. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR 5/8" CEMENTITIOUS FINISH PER • ACTUATED PINS . FBCR 103.12 48'' O.C. OR EQUAL PER ENERGY o T Ical Ext. Mason Wall Section CALCSJSPECS. Q TVP. Retrofit Vert. Dowel Detail CONT. 2X PT SOLE S 1 SCALE: NTS S 1 SCALE: NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 . :. EL Y 0'-0" TOP OF SLAB TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: :.:• :•: :.: ''i:: ,'; .::•: SEE N-1 FOR -.....:,.....:. •..... ; .: .. ; «; ADD ITIONAL/ALTERNATE I. 5/8" DIAMETER x 6" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. w - • '-`� • VERT. CORNER �•:;• W - .`:•',:. SEE FOUND. PLAN � CELL FILLED W/ PARAMETERS. 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 5IMP50N 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. 1F RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (135% MODIFIED PROCTOR PER ASTM D1551) EXPOSED FACE COURSES LOADS 'S LAP CONT. M Garage Wall Section• Non-Brn 25" LAP Example CMU Wall Control Joint Detail r,7 Wood Frame To Mason Attachment Detail SCALE:NTS R Corner ContinuityDetail SCALE: N.T.S. SBrngYaII Only SCALE:NTS , SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 1215CREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY YiORK. 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 GHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLL, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLL 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 Q p p Z iZD'^ p¢w~p LLI U.ID wi � zZ- 0 W LL Q = LLi W m W F F'�OQ i - 'L~ rN W'=0� WLL0Zin V 0 � W r -I W=) U W O = N W Z O J >LLmQ zZ17t OSE �2Z J N M =ZZZ Q2{-� Wp yHWOzl7 cwW G zWW =� o=ZW °C p -� Uj ccl W�p�Q~ LL W J f~o �C�p ZwZ=Zi 0 V w W U 1.7Z QH N V..I 0: LL C] >• U U Z LAJ _J Q Umoza WWZL= Q 93- W W W �// =a2 r m G. -.o oma J CDM e� (' Ln w �_ Z NMN 4 co INp 00 LU 1- 00 M In '•'-'N oU 0I01) W tt ,Z_n V Z U- O Q Y W Z acri0 W LLJ Q 00U qno� aLL WZ d vi g o . J O. n� QC � vJ DATE 03-08-18 SCALE NO%ED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: S1 DORMER ROOF BY TRUSS MANUF SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO 1/16" APA RATED SHEATHING NAIL r F_ 1/2" ANCHOR BOLT • 24" O.C. TYP. Ix4 PT BASED ON F FLOOR PLANTHREADED SIMPSON MT512 9 EACH TRUSS X i VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION 905.1.1 WALL 0.131 x 3" COMMON COMMON 1/16" 3° L 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ L J 16d g 6" O.C. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS 6 12" O.C. WITH MAX. 6" FROM FOR MORE INFO. 1/2" GYP. BOARD SIMP50N A35 6 ALL 2X TO 2X END OF MEMBER 6 MAS. WINDOW ATTACHMENT PER MANUFACTURER'S TYP. LOAD BEARING WALL CONST. SIMP50N MT518 OPENINGS. WINDOW ATTACHMENT POINTS TO 2X 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS HORIZONTALLY GARAGE APPLICATION FRAMING ONLY. NUMBER OF DIAD. MEMBERS USE SIMPSON 5P2 9 STUD TO TOP PLATE, SPI STUD TO 2-2"x4" BLOCKING SIMPSON LSTA12 9 EACH 2X MEMBERS ATTACHED � VARIES SEE ROOF PLAN BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MTS12 AT � .. �I W/SIMP50N A35 WHERE NEEDED TO MEET BUCKS TO BE ATTACHED TO CMU PER OW�O xH �- 3ox oFxa � BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) SPECS GIVEN IN THIS DETAIL. 2X TO 2X MANUFACTURER'S DBL. "2X" TOP PLATE ATTACHMENT TO BE SIMPSON A35. KNEE EPDXY 9 2'-0" TRUSS MANUF. ATTACHMENT POINT W/ SIMPSON SPH4 g EA. STUD W/(12) 10d 2X PT SOLE PLATE ROOF TRUSS BY TYP. LOAD BEARING WALL REQUIREMENTS. WINDOW/SHEATHING ATTACHMENT 6 TOP/SIDES OF ARCH OPENING. IF ARCH TOP MASONRY SCREW 8 O.C. ROOF TRUSS MANUF. TTP. PROHIBITS 2X THICKNESS 9 CENTER OF ARCH, USE DIRECT ATTACHMENT TO [RATE[) SHEATHING IN. STUD GRADE SYP) TYPICAL PLAN VIEW CMU WALL BELOW STRAPPING FOR STUD SPACING CMU/WOOD FRAMING, WITH OR WITHOUT 1X lo 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS `�� : • • BUCK, WITH 2X BUCK 9 EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE $ o a F FOR 4 TRUSS BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSON A34 o o IF 1X THEN ATTACH HEADER • AT OPENINGS GREATER THAN 5'-2" BEARING SYP. OR EQUAL AT EACH END TYP. N fM N WINDOW THROUGH CENTERED ON _j N W 5�;• Ln BUCK TO CMU/ WOOD DOOR. PRECAST CONCRETE bdo SIMPSON LSTAI2 AT EACH STUD TO 11 0.131 x 3 1/211: /2 4 O.C. FRAMING. IF 2X THEN W 00 U BLOCKING. WALL. Structural ATTACH TO 2X BUCK _ . v� _ : z a �c Y - - .. 2-2"x4" BLOCKING WITH 4-16D LINTEL. SEE OM TOENAILS g EACH END • BE USED FOR NOTE: 2x8 PT MIN. END WALL TYP. LOAD BRIG WALL � ;W • Z rJ FOOTING SEE •• .. SIMPSON MT516 g EACH TRU55 2"x4" m 16" O.C. (5GL BOTT. PLT., DBL TOP PLT.) IF 2X ATTACH TO CMU. w/ 1/4"x 3" TAPGONS m CO `t - :z= 0� LE / TILE ROOF 12 PRE ENGINEERED WD TRU55 m 24" O.C. VERTICAL 9 WALL TO ELEVATION S FOR MORE SEE (TYP) - 12" O.C. WIMAX. 6" ELEV. FOR MORE INFO. SLIDING FROM END OF BUCK BE ATTACHED WITH ASTENING TO PER INSULATION PER ENERGY CALCS. SIMP50N LSTAI2 tv (TYP. L 2X WINDOW ACTURERS EACH STUD OR EQUIV. BUCK ATTACHMENT.) 1/2" DIA. x 6" TITEN IFICATIONS. ACTOR TO F,,..4,N,LE HURRICANE ANCHORS EACH TRU55 SEE v� 2-2"x4" BLOCKING WITH 4-16D INFO. DATE 03-08-18 IDE MANUF. DRAWN MK/PDK TRUSS SHEET FOR MORE INFO. COM TOENAILS ,9 EACH END 2x4,12 GRADE HD. MENTATION TO p Typical Ext. Frame Wall Section CTOR •TIME OF CTION. IF ELEVATION VARIES OR BETTER MAY BE USED. ALL 4x NOTE: IX PT VERTICAL 's WALL S LE IS USED, TOP PLATE 2x8 PT VERTICAL (ABV.) •WALL TO BE ATTACHED S 2 SCALE:NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO 1/16" APA RATED SHEATHING NAIL r F_ 1/2" ANCHOR BOLT • 24" O.C. TYP. Ix4 PT BASED ON F FLOOR PLANTHREADED FIELD X i VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION 905.1.1 WALL 0.131 x 3" COMMON COMMON 1/16" 3° L L L L J 16d g 6" O.C. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) FRAME (SEE PLAN) SPECS. S 2 SCALE: NTS CONTRACTOR FOR MORE INFO. 1/2" GYP. BOARD SIMP50N A35 6 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ADDED 142 MPH SHEETS z CORNERS 16" O.C. WINDOW ATTACHMENT POINTS TO 2X O.C. ON TOP OF MEMBERS OR DIRECTLY TO CMU/WOOD HORIZONTALLY GARAGE APPLICATION FRAMING ONLY. NUMBER OF DIAD. MEMBERS PER SCHEDULE 2-2"x4" BLOCKING SIMPSON LSTA12 9 EACH RELATIVE TO NUMBER OF REQUIRED � VARIES SEE ROOF PLAN ATTACHMENT POINTS PER MANUFACTURER 2X � .. �I BRACING � 48" O.C. ON TOP BUCKS TO BE ATTACHED TO CMU PER OW�O xH �- 3ox oFxa � I/4"X 3 1/2" SPECS GIVEN IN THIS DETAIL. 2X TO 2X 2x8 PT MIN. FRAMING FROM DBL. "2X" TOP PLATE ATTACHMENT TO BE SIMPSON A35. KNEE EPDXY 9 2'-0" TRUSS MANUF. WALL ABOVE ARCH NECESSARY ONLY PER W/ SIMPSON SPH4 g EA. STUD W/(12) 10d 2X PT SOLE PLATE OPENING VARIATIONS. MIN. 2X BUCK FOR TYP. LOAD BEARING WALL SEE TRUSS �� 1/16 MIN. APA DOUBLE TOP PLATE SHEET FOR WINDOW/SHEATHING ATTACHMENT 6 TOP/SIDES OF ARCH OPENING. IF ARCH TOP MASONRY SCREW 8 O.C. HEADER SCHEDULE (1-2X12 UN.0) PROHIBITS 2X THICKNESS 9 CENTER OF ARCH, USE DIRECT ATTACHMENT TO [RATE[) SHEATHING IN. STUD GRADE SYP) TYPICAL PLAN VIEW CMU WALL BELOW STRAPPING FOR STUD SPACING CMU/WOOD FRAMING, WITH OR WITHOUT 1X SATHING BSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE `�� : • • BUCK, WITH 2X BUCK 9 EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE $ o a F FOR 4 TRUSS MIN. 1-1/4" EMBEDMENT. TO TOP PLATE w/ :: :: :: "AT 2x6 WALLS USE SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO 1/16" APA RATED SHEATHING NAIL HIGH WIND DORMER ROOF BYWITH 1/2" ANCHOR BOLT • 24" O.C. TYP. Ix4 PT BASED ON COMPLY WITH FBCR FLOOR PLANTHREADED FIELD TRUSS MANUF. OR VERTICAL (BELOW) 9 WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION 905.1.1 WALL 0.131 x 3" COMMON COMMON 1/16" 3° 4" CONVENTIONAL 1/4" x 2-1/4" TAPCON • 12" O.C. OR PER MANUFAGT. M PROVIDED BY 2X4 CROSS 16d g 6" O.C. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) FRAME (SEE PLAN) SPECS. S 2 SCALE: NTS CONTRACTOR FOR MORE INFO. 1/2" GYP. BOARD REVISIONS APA RATED SHEATHING NAIL "O" CMU WALL BELOW SIMPSON C51(o g 1/2" GYP. BOARD SEE 11 ADDED 142 MPH SHEETS z CORNERS 16" O.C. NOTE ON N -I PAGE FOR O.C. ON TOP OF DK/PK HORIZONTALLY GARAGE APPLICATION GEN NOTE REVISED PER SCHEDULE 2-2"x4" BLOCKING SIMPSON LSTA12 9 EACH ►DLIII/.� .. � VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV. TOENAILS 6 EACH � .. �I BRACING � 48" O.C. ON TOP CRIPPLE ll) KING IS REQUIRED ON EACH SIDE OF THE HEADER OW�O xH �- 3ox oFxa � I/4"X 3 1/2" END ROOF TRUSS BY ROOF 2x8 PT MIN. FRAMING FROM DBL. "2X" TOP PLATE BRACING • 48" EPDXY 9 2'-0" TRUSS MANUF. • W/ SIMPSON SPH4 g EA. STUD W/(12) 10d 2X PT SOLE PLATE SEE FLOOR PLAN FOR EXACT TYP. LOAD BEARING WALL SEE TRUSS �� 1/16 MIN. APA DOUBLE TOP PLATE SHEET FOR NAILS EACH. SEE TABLE ON SHEET S-3 MASONRY SCREW 8 O.C. HEADER SCHEDULE (1-2X12 UN.0) CONST. 2"x4" 6 16" O.G. (SINGLE BOTT. PLT, DOUBLE TOP PLT) [RATE[) SHEATHING IN. STUD GRADE SYP) TYPICAL PLAN VIEW CMU WALL BELOW STRAPPING FOR STUD SPACING O.C. (MAX) SATHING BSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE `�� : • • FASTEN EA. STUD NOTE: $ o a F FOR 4 TRUSS SLIDING TO TOP PLATE w/ :: :: :: "AT 2x6 WALLS USE misc. Dormer Knee Wall Attachment Details SIMPSON SP2 w/ F � FASTEN HEADER S 2 SCALE: NTS SCALE: NTS 112) NAILS FULL DEPTH PER HDR WINDOW SEE FLOOR PLAN FOR SIZES DETAIL "J/52 • . BLOCKING 6 SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET PANEL EDGES w/16d TOENAILS FOR STRAPPING CONT. FOR STRAPPING ��TOP CHORD (3) (3) END SIMPSON SP1 w/ GYP. BOARD RETURNTRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 10UDd NAILS EA. PRE-ENGINEERED PRE-ENGINEERED RATED SHTG. '' TRUSS TO TRUSS ON TOP OF BOTTOM FOR STUDS - - "2X" SILL ROOF TRUSS. 2X 16" CHORD t BOTTOM OF TOP CHORD O.C. ROOF TRUSS. (2) 0.131 x 3 I/2" COMMON NAILS g EA. BIhE1PSON SP4(w/ 1/2" GYPSUM BOA INSUL. PER ENERGY CALCS. 2x BOTT. PLATECONNECTION 6-10dxl 1/2 NAILS CONT. PRECAST EA. STUD CONCRETE PRE-ENGINEERED WOO TRUSS I • • LINTEL SEE INSTALL 1/2" X 6" SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE < 5IMP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL HIGH WIND PROVIDE w/ (3) 0.131 x 31/4 NAILS TO HEADER MIN OR DOUBLE BOTT. UXO." L Non-Brn .Frame Down Header Detail - SCALE: NTS FLOOR PLANTHREADED FIELD LS30 L530 OR EQ, TYP. PLATE At OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER $-2ECIFICATION M u Itkuse SCALE:NTS ROD WALL 0.131 x 3" COMMON COMMON 1/16" 3° 4" BOLT 6 24" O.C. PER SCHEDULE, MIN. 2X4 CROSS 16d g 6" O.C. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) SPFOR KINGS t CRIPPLES ( OL CLUING APPY O. SPECIFICATIONS ACCOMPANY THESE FOR MORE INFO. 1/2" GYP. BOARD REVISIONS APA RATED SHEATHING NAIL "O" IN 6IMP50N SET DK/PK 11 ADDED 142 MPH SHEETS WITHIN AN OPENING, IT IS ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE REVISIONS O.C. ON TOP OF DK/PK 2X4 RAT RUN I • AT OPENNGS UP TO 3'-6" (U GEN NOTE REVISED PER SCHEDULE ►DLIII/.� .. � � .. � .. � .. �I SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE < 5IMP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL HIGH WIND PROVIDE w/ (3) 0.131 x 31/4 NAILS TO HEADER MIN OR DOUBLE BOTT. UXO." L Non-Brn .Frame Down Header Detail - SCALE: NTS FLOOR PLANTHREADED FIELD LS30 L530 OR EQ, TYP. PLATE At OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER $-2ECIFICATION M u Itkuse SCALE:NTS ROD WALL 0.131 x 3" COMMON COMMON 1/16" 3° 4" BOLT 6 24" O.C. PER SCHEDULE, MIN. 2X4 CROSS 16d g 6" O.C. ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) SPFOR KINGS t CRIPPLES ( OL CLUING APPY O. SPECIFICATIONS ACCOMPANY THESE FOR MORE INFO. 1/2" GYP. BOARD REVISIONS APA RATED SHEATHING NAIL "O" IN 6IMP50N SET DK/PK 11 ADDED 142 MPH SHEETS WITHIN AN OPENING, IT IS ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE REVISIONS O.C. ON TOP OF DK/PK 2X4 RAT RUN I • AT OPENNGS UP TO 3'-6" (U GEN NOTE REVISED PER SCHEDULE 2X4 RAT RUN RAT RUNS FOR 4 TRUSS SPANS BRACING � 48" O.C. ON TOP CRIPPLE ll) KING IS REQUIRED ON EACH SIDE OF THE HEADER OW�O xH �- 3ox oFxa � I/4"X 3 1/2" NOTE: 2x8 PT MIN. FRAMING FROM »waz BRACING • 48" EPDXY 9 2'-0" ✓1 rn 00 • 4" CONC SLAB SEE FUD. PLAN 2X PT SOLE PLATE is UT IT 15 NOT ACCEPTABLE TO O.C. ALL AROUND POCKET � OC W W i,- ZW� W'O WW3o 0 MASONRY SCREW 8 O.C. "TYPICAL A7 ALL LOAD TRUSS g 16 O.C. CONT. TO TOP CORD (3) 0.131 x 3 1/2" CHORD FOR 4 TRUSS SPANS INSUL. PER CALCS. E SPECS O.C. (MAX) SATHING BSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE `�� : • • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. $ o a F FOR 4 TRUSS SLIDING ATTACHED W/ HEADER • AT OPENINGS GREATER THAN 5'-2" BEARING SYP. COMMON 6 TRUSS CHORDS N fM N THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. CENTERED ON _j N W 5�;• Ln ELEV 0'-0" DOOR. PRECAST CONCRETE ".W 11 0.131 x 3 1/211: /2 4 O.C. COMPONENTS, "I GRADE SHALL W 00 U j W WALL. Structural I WALL - SEE 2x PT Kneewall FLOOR PLAN FOR 50TTOM _ . v� _ : z a �c Y - - .. TOP OF SLAB LINTEL. SEE BE USED FOR NOTE: 2x8 PT MIN. B S-2 scALE: NTs MORE INFO. PLATE � ;W • Z rJ FOOTING SEE •• .. FLOOR PLAN CO `t - :z= 0� POCKET 2x4. FOR 2x VERTICAL 9 WALL TO Q FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH �� •'•. FOR SIZES 4 MORE DOOR GREATER THAN 1/2" DIA. x 6" TITEN v� i� b INFO. DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - 2x4,12 GRADE HD. p Typical Ext. Frame Wall Section OR BETTER MAY BE USED. ALL 4x NOTE: IX PT VERTICAL 's WALL I 61*1 EACH STUD S 2 SCALE:NTS FOOTING SEE FOUNDATION FOOTING SEE FOUNDATION MATERIAL MAY BE *2 GRADE. TO BE ATTACHED WITH 1/4" x I I JOIST RAF R Si BOUNDARY PLAN FOR SIZES E MORE 4"GONG. SLAB. PLAN FOR UN.O." 2-1/4" TAPCON S 12" O.C. OR PER MANUFACT. SPECS. I I 2x8 PT 1x6 HEAD FOR 'DASHED SEE FOUND. SIZES e MORE LINE INFO. PLAN INFO. 4"GONG. SLAB. SEE FOUND. INDICATES 2x8 LEDGER W/ 1 x 3 1/2" 2x8 LEDGER W/ 1 1/2" PAYERS OR PAVERS OR PLAN I I TOP PLATE OF WALL RS. NAILS 6 IRS. N PLYWOOD O 13 R.S. NAILS • R.S. N 4" CONC. 4" CONC. INSTALL GLASS PER I BLOCK WALL BEYOND EACH STUDS EXTEND PAST FLOOR TRUSSES EACH STUDS SLAB ., •. .a, , ° SLAB � 9t MANUFACTURER I EDGES t�RUSS HANGER TO � . .. ... �. � ... �......, • �:: - (SEAMS OF TOP PRE ENG WOOD BE SIMP50N LA LSU, a..:. " ' ' CAULK UNDER FRAME KO. w/ 1 -*5 CONT_ SHEATH INC) CHORD HANGER TO FLOOR TRUSSES OR L55U ,a , ', •: .. EDGE IEL PRE -ENG. BE SIMPSON PRE-ENGINEERED MIN. WOOD ROOF LUS, LSU, OR TRUSSES L55U MIN. WOOD ROOF TRUSSESH CMU Lintel Pkt. Slider Detail , Wood Frame Pkt. Slider Detail CONC. 51LL 5/8" CEMENTITIOU5 FINISH 'ov BOUNDARY INTERIOR PER FBCR 703.12 S 2 SCALE: NTS $-2 SCALE: NTS AREA 2x8 LEDGER W/ 2x8 L ; PLYWOOD TO i EXTEND TO 4" CONC SLAB *5 • CORNERS a 48" O.C. BLOCKING SEAM BOUNDARY SEE FLR PLN FOR HDR. SIZE NOTE: 1 x 3 U2" RS. NAILS g EACH INTERIOR AREA BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMPSON SPH4 w/ 6-10d AT 2x WALLS THAT ARE WIDER THAN 2x4 t WHERE THE HEADER IS NOT FULL WIDTH MAX FOR WALL PANEL NAILING FOR OVERHANG FLOOR TRUSS 2x8 LEDGER W/ 5'-0" (1) SIMPSON C5I6 OR (1) MSTA24 w/ 22-10d NAILS - NAILS EACH 16" O.C. (CAN NOT GO OVER SHEATHING) OF THE WALL, ADD 2x PAD BLOCKING s 16" O.G. RIPPED DOWN SUFFICIENT TO ''., • '. ' ..° ° `: 4 .: SHEATHING CLIP FOR ROOFS OUTRIGGER g (FIELD VERIFY WITH TRUSS 4-0.131 x 3 1/2" CENTER ON HEADER UN.O. (11 NAILS EA. SIDE INTO CRIPPLE FLUSH THE HEADER TO WIDTH t ALLOW THE INSTALLATION OF THE SPH �a. +.• 4'::- . a : �,; . TONGUE 4 FIELD 24" O.C. LAYOUT LOCATION) NAILS g EACH EACH STUDS STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, t FOR THE PROPER INSTALLATION OF THE • ' J_ ; .. a .. GROOVE FOR FLOORS FIELD SUB FASCIA OR WALL PLATE WITH FLOOR TRUSS WITH -OUT FLOOR CRIPPLE STRAPPING. AT 1x6 WALLS USE SPH6 IN LIEU OF SPH4, AT 2x8 WALLS USE FOOTING SEE FOUNDATION PLAN •° %. a BOUNDARY TRUSS FOR ROUGH OPENINGS OVER SPHS IN LIEU OF SPH4, FOR WIDER WALLS FOR SIZES 4 MORE ..: NAILING (PERIMETER OF G T (cal Led er Detall 5'-0" USE (2) SIMPSON C516 OR (2) MSTA24 (UN.0) USE SIMP50N C816 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING INFO. DIAPHRAGM) S-2 "2x "KING STUD-- HIGH WIND PROVIDE w/ (3) 0.131 x 31/4 NAILS TO HEADER MIN OR DOUBLE BOTT. UXO." L Non-Brn .Frame Down Header Detail - SCALE: NTS EDGE FIELD LS30 L530 OR EQ, TYP. PLATE At OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER $-2ECIFICATION M u Itkuse SCALE:NTS 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3° 4" 6" FLOOR 0.131 x 3 U2° COMMON COMMON 3/4" Tfs. 6" 2X4 CROSS 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) SPFOR KINGS t CRIPPLES ( OL CLUING APPY O. SPECIFICATIONS ACCOMPANY THESE 6'-1" TYP. CLEARANCES FOR THE WINDOW/DOOR FOR ADDITIONAL CONDITIONS. REVISIONS BY BRACING • 48" DK/PK REVISIONS ADDED 142 MPH SHEETS WITHIN AN OPENING, IT IS ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE REVISIONS O.C. ON TOP OF DK/PK 2X4 RAT RUN I • AT OPENNGS UP TO 3'-6" (U GEN NOTE REVISED OR BOTH OF THE TOP PLATES IS 2X4 RAT RUN RAT RUNS FOR 4 TRUSS SPANS BRACING � 48" O.C. ON TOP CRIPPLE ll) KING IS REQUIRED ON EACH SIDE OF THE HEADER OW�O xH �- 3ox oFxa � FASTEN WALL ELIMINATED TO MAINTAIN THE FULL DEPTH HEADER SPECIFIED IN THE PLAN II J 5OLT IREPL�ACEI�ENT CHART - »waz BRACING • 48" ��,�// w Z M a 1i Q Z Q O �y Y. ✓1 rn 00 OF BOTT. • 2) CRIPPLES 4 tea_ Dm 2,;E Z a0 =�Q=ZW is UT IT 15 NOT ACCEPTABLE TO O.C. ALL AROUND F�G� O O LL W x a Q a L L � OC W W i,- ZW� W'O WW3o 0 O.G. ON TOP OF OTT. CHORD �Wz�� v w z a cn W LwJ- �u mUazz (7ZuujS 0 Z z CHORD FOR 4 TRUSS SPANS WIDTH, (1) KING IS REQUIRED ON EACH SIDE OF THE 1,- aLu W =im a�� V)O SATHING BSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE W THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. $ o a F FOR 4 TRUSS WOOD TRUSSES ATTACHED W/ HEADER • AT OPENINGS GREATER THAN 5'-2" 0 " E.O.R WHEN THE TOP PLATE IS N fM N THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. Irt Ln ®0� W H p 00 cn TYPICAL NAILING SCHEDULE TITEN HD BOLTS HIGH WIND 1/2" x 6" 1/22" x 8" NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 I/1" RS. RING SHANK 1/16" 4" (1 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3° 4" 6" FLOOR 0.131 x 3 U2° COMMON COMMON 3/4" Tfs. 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 m RIDGE OR HIP. • 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. ELIMINATED THE SPH4 CONNECTORS . NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION SPANS 2-16d EA. IN WIDTH, l2) CRIPPLES t l2) KINGS SHOWN AT THAT LOCATIONS ARE NOT ARE REQUIRED ON EACH SIDE OF PROVIDE NECESSARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. ATTACHED W/ 2X4 BLOCKING g TRU55 JOINT SHALL APPLY, AND ANY TRUSS THE HEADER DOUBLE SILL AT FOUNDATION PAGE TAKES PRECEDENCE. 3-0.131 x 3 1/2 24 O/C W/ 3-0.131 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R5. EA. TRUSS 3 1/2" R.S. CRIPPLES VOR KINGS MADE ON 2", TYP. SHALL ATTACH DIRECTLY TO HEADER ALL OTHER BOLT OPTIONS MUST BE REVIEWED f APPROVED BY E.O.R IN WRITING.- . 1/2" STA ON 1 D S O.C. WOOD STUD WALLS AND FURRED NDATMASONRY ATTACH WITH I -I/2" GALV. JOINT TOENAILS 3 EA. THE PLAN SET SHALL CONTROL. SIMPSO '~ NE) IGH SIMPSON A34 5IMP 0IN (ON SECOND FLOOR) FOR ROUGH ROOFING NAIL O 114" T " CONNECTOR EQ, OPENINGS UNDER 5'-0" ONLY (I) SIMPSON STRENGTH OR W/4 -5d X 11/2" (ON CONC. SLAB) SIMPSON 4TT4 CSI6 SPAN FLOOR SYS. TO 5/8" GYP, INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNERS BELOW MASONRY WALL HETA 12 6 24"O.G. 4 4-8d X 1 1/2" EPDXY < (Is) I6d NAILS INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS OVER5'-0" ONLY (1) SIMPSON WALLS WITH NO UPLIFT, HTT4 W/ (l) /8 HREAD ROD SET IN STRAPPING MAY BE SIMPSON SET EPDXY t (18) lbd NAILS ELIMINATED, UNLESS EMBED A.5.5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW E Ext. Wall Con. Non -Load Brn .Location T Header Detail "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/22" x 8" 1/22" x 5" EMBED 1/2" x 8" 1/L" 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" 5/8" x 5" EMBED R - IIAR W OR S SCREWS %1 1 O.C. ALONG ALL SUPPORTS, MIN. • 1/2 GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE Ic AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/6" 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 a 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/6" 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. : NTS o T ca il Nailin S SCALEchedules Floor, Roof, Wall S-2 S-2 SCALE: NTS $-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WoRK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABIU Y, CLAIM5, 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 a o 0 0 Lu OW�O xH �- 3ox oFxa � d »waz u' N ��,�// w Z M a 1i Q Z Q O �y Y. ✓1 rn 00 cc: zOQ Z`^QOz(7 J 4t tea_ Dm 2,;E Z a0 =�Q=ZW c7 Q W F�G� O O LL W x a Q a L L � OC W W i,- ZW� W'O WW3o 0 Lu ... I LL �Wz�� v w z a cn W LwJ- �u mUazz (7ZuujS 0 Z z - a x ww J= W- =F 1,- aLu W =im a�� V)O W $ o a um -' o m 0 " L0 N fM N d cn Irt Ln ®0� W H p 00 cn _j N W ev au N - cr o Ln 00 c�zLLr-a ".W Z x� M p 0 W 00 U j W Q LL g 0. CLN 0 �O1.0 0 .�N/Le) CO `t - :z= 0� — N Ozi v� Q DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - sheet content: Structural Details Sheet number: 52 0.131 x 3" COMMON SEE TABLE FOR NAILING 4 13Ar OR 8'-0" MIN 16" O.C. SCHEDULE a SPLICE 4-0.13 1 x 1COM, / DOUBLE TOP PRE -ENG WOOD TRUSS (TYP) 4-0.131 x 3 PLATE APA RATED COMMON a 3-0.131 x 3" COMMON DOUBLE STUD EA. SIDE OF JOINT 0.131 x 3 SHEATHING. SEE 1 4-0.131 x 3" 1/2" COM. NAILING SCHEDULE COMMON 16" O.C. PT BOTT. TABLE FOR „ STUDS tv 16" O.C.ATTACHMENT. U.N.O. 4 �� '� PLATE 2Z7,\ -0.131x3 r STRAP SON LSTA12 .y. N 3 COMMON �� 2-0.131 x i 2x4 BLOCKING (I) SIMPSON LSTAI2 I/2" CEILING GYP BD W/ 5d 5 �� 3 1/2 COM. t 2-0.131 x 31/2" E OiTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.G. OR COM. (1) SIMP50N LTA2 (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA " 48" O.C. ATTACHED CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM (0 5 " SEE TABLE BELOWJ DOUBLE STUD CONDITION TO BOTTOM CHORD EACH END, 6 (" O.C. MASONRY WALL) I FOR LAPSPLICE OF GABLEUNO. CONTINUOUS _ 1/2" GYP BD NOTE: CROSS BRACING 4 �5-0.131 x 3 1/2 / / 8" MASONRY WALL ALL BLOCKING TO BE a 2 " TOP PLATE I=,AFENER5 �F W/(1) 05 REBAR 2-0.131 X 3 rlIKIT 1K1 vX111rieniIT =1 AT n= rntu=ru7A1 REPEATED 48" OL- TYP_ 3 i �� COM. 1/111 rnM 1 ��V% Kll1 SECURE RIDGE BEAM TO CLEAT W/ I _ ��~� --'y /yPT BOTT. PLATE COURSE E EX added Blocking Information Dia ram S 3 SCALE: NTS 3 2x4 ,w 16" o.c. TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) DOUBLE TOP PLATE 0.131 x 3 1/2'� COM. 16 o.c. 3-0.131 x 3 i 0 f2-0.131 x 3 1/2" COM. 1/2"COM. 6 CONTINUE SHEATHING BELOW LAPSPLICE NAILING s SPLICE ALL OTHER NAILING 24" 2 -ROWS 0.131 x 3" s 3" 0/C 0.131 x 3" s 8" O/C . 1 ��V% Kll1 SECURE RIDGE BEAM TO CLEAT W/ I _ ��~� --'y /yPT BOTT. PLATE N s APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UXO)( (4) I6d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT mLAPSPLICE RAFTER PROVIDE (5) 16d NAILS EA 4 END :• - 2x4 ,w 16" o.c. TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) 4 5TUD CORNER SINGLE STUD CONDITION (1) 5IMP50N MSTA36 RUNNING ALONG THE EXTERIOR SIDE12, F ^t! I'] In 'I'^fn MI A -t-vr 6 CONTINUE SHEATHING BELOW ENGINEERING [UND. NAILING ®SPLICE ALL OTHER NAILING 24" 2 -ROWS 0.131 x 3" s 6" 0/C 0.131 x 3" to 8" 0/C N s 2x BLOCKING ALL (1) SIMPSON H10A OR HTSI( SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 8'-0" 2x4 ,w 16" o.c. APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ALL BLOCKING TO BE TYP. Frame Wall Gable End 6 CONTINUE SHEATHING BELOW ENGINEERING [UND. H REPEATED 48" O.C. TYP. AT COMER MAY BE 10'-0". S-3 SCALE: NTS H MASONRY WALL) ATTACHED ATTACHED TO .` �I/2" GYP SIMON WITH A TRU S ENGINEERING, LLC, SHALL AUTOMATICALLY 2x4 "T" BRACE CONVENTIONAL FRMG tv ATTACHED STRUCTURES WHICH ARE: ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING. APA RATEDPRE-ENGINEERED � SHEATHING. SEE TRUSSES 6 24" x APA RATED SHEATHING. SEE NAILING PERMANENT BRACING THAT Ml' BE REQUIRED. CLB DIAGONAL • NOTE: GROSS BRACING 4 TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED PREFAB ROOF OR L5TAI2 TRUSSES PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: BRACE AS REQUIRED BY 0.131 x 3" COMM. s 16" oc. Ilk APPROXIMATELY 20 INTERVALS. AT 2x8 WALLS USE SPHS STUD USE (1) ADDED 160 MPH SHEETS USED IN PLACE OF gCS► W/0) S REBAR CONT. REPEATED 48" O.C. TYP. IN KNOCKOUT COURSE 24" OC. ENTRYWAYS 4 PORCHES �� - PSPN58Z IN LOCATIONS WHERE A LAP SPLICE IS OVER 16 AWAY PERMANENT BRACING PROVIDED IT EXTENDS D PRE-ENGINEERED 31/2" NAILS g INTERSECTING WEBS OVERLAP TRIM BRACING 0 0 0 hZOZ w�inlJ�. W OVER -w LEAST 9m'ro OF Oww�0= FIZZ WW W a - P5PN516Z IN LOCATIONS WHERE A LAP SPLICE IS WITHIN 16" EACH SIDE OF STUD TO TYPICAL HIOA CONFIGURATION, DO NOT NAIL »OV WZ WOOD TRUSSES � s LEAST ONE TRUSS SPACE -ZEE O�oC BOTTOM PLATE 4 5IMP50N THROUGH OTHER STRAPPING/CONNECTORS. 4'-0" 1. 4'-0" NOT E5" 12d COM. 6 Gable Section - For Gable Less Than CLB Diagonal Brace 20' Max Intervals Detail 5P2'5 ON EACH SIDE OFREFER TO CONNECTOR NOTES FOR FRAME TO TOP PLATES. °° TRUSS CONNECTIONS. www U �ZQF-N W 'maZz wl7Zw: J 0 Z W F -Q D W W -SOC < 1' J 6" OVERLAP .• 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD wl 5d 1. ALL RAFTERS SHALL BE 02 SOUTHERN YELLOW PINE s1 24" O.C. MAX. SECTION SIZE SHALL 12" O.C. 4-1(d COM. Ucn FW- Ln W v Z Ej M a- M w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 7' O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-Sd COM. -j W N SIMPSON 5PH4/6/8 .d�■��n■■■��u■1111 Z w OWN �k 0 Z V-- ir, Y w Z X M O EACH END (UNA) EQUAL, DIAPHRAGM AREA (4 BAY �� UP TO 4' -0 ---- 2X4 IZ'-0" TO 15'-0" ---- 2X10 UNLESS NOTED OR SIMPSON LJJ g d rO0 OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" 2X6 ---- 15'-0" TO 18'-0" 2X12 �� p 2-2 x4 W/1/2 PLYWD. OTHERWISE AT A MINIMUM ALL SDWC15600 FROM STUD TO TOP I Gable Diaphragm Side Wall�� 8'-0" TO 12'-0" ---- 2X8 SPACER NOTE: 2X4'5 MAY BE TURNED UNSPECIFIED FRAME TO FRAME PLATE F 2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2 (NOMINAL) , � ., FLATW16E SO NO CONNECTIONS SHALL 1111�� $-3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2xI2 RAFTERS. d SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A i'2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ I(d COM. 8" O.C.0.131"X3-1/2" 10d COM. tv 12�� oz. END NAILS OR TOENAILS. COM. 6 8" O.C. � U SEE NAILING APA RATED SHEATHING. SEE SIMP50N MSTA24 TENSION STRAPS 6 EACH TRUSS USING (14)10d NAILS. INSTALL THE 4-1(d COM. DRAWN MKIFOK JOB _ SCHEDULE TABLE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING's EACH SIDE OF TRUSS 4 THREADING to SIMP50N MSTGM 60 ATTACHMENTS ATTACHMENT. U.N.O.W/(4) 0.131 x 3 1/2" NAILS s INTERSECTING BLOCKING THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. INT. HEADER (NON-BEARING) MAY SUBSTITUTED FOR BE BETT4 SIMPSON 1474 W/ 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING BIMP50N HT520 W/ ( 20)10d FOR N WHERE LOCATION ALIGNS WITH A FILLED DIA A.B. NAILS FOR 2xI2 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 CELL. MINIMUM (2) 0.131 x 3 1/2 I� MINIMUM II X4" TRUSS MA>( RAFTERS WITH SPANS OF 4'-0" OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0` PER JOINT BRACING APA RATED SHEATHING. ,,,,_,.,RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULETRUSSES TABLE FOR ATTACHMENT. 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER IU/ (10) 106 P General Wood Attachment Details 4 STUD CORNER Truss Bracing Overlap Detail UND. /2" CEILING GYP BD W/ 5cl NAILS INTO RIDGE BEAM 4 (7) 10d x 11/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (() 10d S3 SCALE:NTs ,, S 3 COOLER NAILS 7" O.C. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L5608 W/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 g l It lAtl�l SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 RAFTERS. USE LSU26 W/ (() 10d4 (5)10d x 11/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" ft FROM MASONRY WALL) OR GREATER 2x(o RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE ill AI2 SIMPSON LST BEAM W/ l8)10d NAILS. 11 STRAP 48" O.C.. •: INTERIOR ``� (. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR �� ME 4 SEE FLOOR PLAN FOR (1) 5IMP50N PETA20 1 SEE 2x4 BLOCKING ATTACHED UJ/ l2) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) I(d TOENAILS AT AREA �� ° LENGTH 4 WIDTH . 48" O.C.TTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORD. DBL TOP PLATE FASTEN CAP TO CHASE w/ BOTTOM CHORD OF GABLE BLOCKING UNO. DETAIL (TYP) Valle Set Attachment Detail - (1) MSTA30 AT EVERY = ico „ �� f 0.131 x 3 1/2 RS. NAILS g 12 s: FLAT OR CATHEDRAL S 3 SCALE: NTS „ Z OTHER STUD (32 O.C.Ln O.C. ALL-AROUND 8 MASONRY WALL WI(l) �5 I/Z" GYP BD WOOD ROOF WOOD ROOFRED MAX.) FROM UPPER STUD ;v •;� ° REBAR CONT. IN •. TRUSSES TRUSSES TO LOWER TOP PLATE i . '. •• WALL SHEATHING KNOCKOUT COURSE NOTE: CROSS BRACING 4 ALL BLOCKING TO BE KNEEWALL INSTALL SIMPSON LUS24 INTERIOR WRAP TOP PLATE AS � NEEDED FOR FULL � '•• NAILED PER '075-2 'O'/S-2 REPEATED 48" O.C. TYP. STUDS IT MIN. MIN. EA. SIDE OF THE �� CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE2 16 O.C. ", VOLUME PLYWOOD TO EXTEND TO �: AREA NAILING. IF STUDS ALIGN // STRAP SHALL EXTEND c/ ill DBL 2X4 PLATE- CONT. TO BE PER NOTE *1 SOUTHERN YELLOW PINE 6 24" O.C. MAX. SECTION SIZE SHALL BOTTOM OF WALL INSTALL (U M5TAM24 AT EVERY STUD 116" STRAP EACH FROM UPPER STUD TO m 8'-0" (MAX.) G TYP. Mason Gable End BE DETERMINED ACCORDING O.C. MAX.) TRUSS (SEE LOWER STUD. u > W/ 6IMP50N HT520 6 32" S-3 SCALE: NTS TO THE LENGTH OF SPAN AS FOLLOWS: EM BED STRAP AT EACH TRUSS Extended PLAN) Bottom Chord Attachment Details 2x4 WD CONST. w O.G. OR GSI( TO ALIGNING FLASHING ALL-AROUND -0" '0" s S 3 1(" O.C. STUDS BELOW SADDLE 4'-0" T4' g ---- 2X6 SCALE: NTS tw A SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM WITH (4) 0.131 X 3-1/2" NAILS 8'-0" TO 12'-0" ---- 2X8 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 PLUMB TO ALLOW ATTACHMENTS PERIMETER IF ABUTTING 15'-0" TO 18'-0" ---- 2X12 SOLID CONNECTION CS 16 TOP 2x4 DIAGONAL MASONRY USE P.T. SYP 02 LEDGER AND ATTACH TO I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN wTO /ROOF SHEATHING T CHORD TO CHIE CHIMNEY APA RATED ATTACHED W/(4) 0.131 x 1'-0' MASONRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN / BLOCKING w x A, SHEATHING. SEE 3 1/2" NAILS 's MAX INTERSECTING TAPCONS m 6" O.G. MAX. NOTES : 2. ALL NAILS PENETRATE 's LEAST3/4 OF THE 4" 5" WOOD SCREWS 4" O.G. ALL-AROUND CORNER TOP CHORD ENG, NAILING SCHEDULE TABLE FOR BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE OF THE LAST ° m TRUSSES 24: O.G. ATTACHMENT. U.N.O. 1131s 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" `" (1) H END LSTAI2 OF "L° EACH END 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7" O.C. ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCTS REFER DIA. X 5 1/2" LAG SCREWS OR EQUAL _ . Zx( BLOCKING FASTENED TO BRACE OR EQUAL, DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 (SPACE AS SHOWN FOR �p ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END 2x4, AREA (4 BAY OR 8 ft FROM MASONRY WALL)4. SPECIFICATIONS. ALL LEDGERS TO BE 2X SYP "2 AND SAME T Frame Down Cl 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 7 LAG SCREWS ° 2x6, OR 2x8 M . q. DEPTH AS RAFTERS (PT AT MASONRY O.G. SEE FLOOR S-3 SCALE: NTS CONTACT). OR EQUAL (SPACE AS 1 B Fireplace Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES 6 24" O.C. SHOWN FOR 3 -PLY). 5. REFER TO NDS SECTION - 1 S-3 SCALET FLAT OR CATHEDRAL 153 FOR ADDITIONAL N s 2x BLOCKING ALL (1) SIMPSON H10A OR HTSI( SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 8'-0" 2x4 ,w 16" o.c. APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ALL BLOCKING TO BE TYP. Frame Wall Gable End 9'-0" ENGINEERING [UND. H REPEATED 48" O.C. TYP. 2x6 6 16" o.c. 10'-0". S-3 SCALE: NTS H MASONRY WALL) ATTACHED ATTACHED TO .` �I/2" GYP SIMON WITH A TRU S ENGINEERING, LLC, SHALL AUTOMATICALLY ADDITIONAL PIAX BOTTOM CHORD OF BD FLAT OR CATHEDRAL GABLE � -PERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD APA RATEDPRE-ENGINEERED � SHEATHING. SEE TRUSSES 6 24" x APA RATED SHEATHING. SEE NAILING PERMANENT BRACING THAT Ml' BE REQUIRED. NBRACE WALL HEIGHT « 2 SYP 8'-0" 2x4 ,w 16" o.c. 8'-8" 2x4 m 16" o.c. 9'-0" 2x4 6 16" o.c. 9'-4" 2x6 6 16" o.c. 10'-0". 2x6 sI 16" o.c. NOTES: INFORMATION ° 1 "TYPICAL AT ALL LOAD COMPONEN RARING LUMBER 1° 1 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 5D525(00 WOOD BE SUBSTITUTED FOR RS. NAILS 0.131 x 3" R.S. NAILS s1 (" SCREWS STAGGERED m 6" ANY STUD WORK AT IV' STAGGERED s1 (" O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (02 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MIN.)" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" 8" USE (3) ROWS. USE (2) ROWS 6 6" O.C- NAILING SCHEDULE O.C. SCHEDULE TABLE FOR ATTACHMENT. N 142 mph MAX., Ex C, Enclosed, Exterior Frame Wall Table TABLE FOR o U.N.O. ATTACHMENT. UN.o. Q T NailingSchedule for Built- U Columns &BEAMS SEE DETAIL- ANOTE: THREE OR SCALE: NTS SCALE: NTS DROPPED MORE REPEATED ON THIS SHEET OMPRESSON WEB GABLE END FOR IDENTICAL TRUSSES S-3 S-3 (TYP) SLI SLOPING Sbo OUTRIGGER 36' VERTICAL SEE EXPANDED SHALL HAVE WHEN TRUSS 4 STUD ARE NOTE: CONTINUOUS 20'-0" 20'-0" BLOCKING lU SIMPSON „ DIAGONAL BRACES. ALIGNED 5IMP50N TWIST 1. SEE TRUSS BOTTOM CORD 2x4 BLOCKING 1/2 CEILING GYP BD W/ STRAP TYPE CONNECTOR DIAGRAM I ATA12 STRAP (AS REQUIRED BY ONTINIU US I BRACING 1X4 ATTACHED W/ (2) 5d COOLER NAILS 7 48" O.C. 0.131 x 3 1/2" RS. O.C. OR EQUAL, O PERMANENT LATERAL _ BCSU BRACE (CLB) (H I Wl-i I W MAY BE NAILED TO TRUSS 4 STUDTRUSS TO EN61NEER PRIOR TO STARTING ANY MANUt-AC I URER S ENGINEERING MIN. TOENAILS EACH DIAPHRAGM AREA l4 48" O.C. END, UNO. BAY OR 8 ft FROM RETURNED UPON COMPLETION OF THE BELOW: NO SPH4 IS WHEN STUD IS NEEDED 6 THIS STUD. CONTRACT ONLY. ANY GRANGES TO THESE CUT SWEETS 1=0R Y4JTHOUT WRITTEN APPROVAL OF VORTEX H MASONRY WALL) ATTACHED ATTACHED TO .` �I/2" GYP SIMON WITH A TRU S ENGINEERING, LLC, SHALL AUTOMATICALLY ADDITIONAL HARMLESS TO ANY LIABILITY, CLAIMS, BOTTOM CHORD OF BD FLAT OR CATHEDRAL GABLE � -PERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD NOTE: AND/OR WHEN AT 2x6 WALLS USE SPH( TRUSS STRAP IS PLANS, THEY SHOULD BE READ CAREFULLY PERMANENT BRACING THAT Ml' BE REQUIRED. CLB DIAGONAL • NOTE: GROSS BRACING 4 TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED CONNECTORS IN LIEU OF • • NOT DIRECTLY SPH4 CONNECTORS SHOWN ° ° ° ' ATTACHED TO REVISIONS 2. "T" BRACING MAY BE BRACE AS REQUIRED BY 8" MASONRY WALL ALL BLOCKING TO BE Ilk APPROXIMATELY 20 INTERVALS. AT 2x8 WALLS USE SPHS STUD USE (1) ADDED 160 MPH SHEETS USED IN PLACE OF gCS► W/0) S REBAR CONT. REPEATED 48" O.C. TYP. IN KNOCKOUT COURSE 1x4 MIN. BRACING W/l3) 0.131 x SPH4 CONNECTORS CONNEIN LI SHOWN. 5IMP50N SPH4 OR SP2 PERMANENT BRACING PROVIDED IT EXTENDS D 31/2" NAILS g INTERSECTING WEBS FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON 0 0 0 hZOZ w�inlJ�. W OVER -w LEAST 9m'ro OF Oww�0= FIZZ WW W a H w w g t U H `- I_O 3 Z H U z^ EACH SIDE OF STUD TO TYPICAL HIOA CONFIGURATION, DO NOT NAIL »OV WZ THE WEB. � N M W. 00 -ZEE O�oC BOTTOM PLATE 4 5IMP50N THROUGH OTHER STRAPPING/CONNECTORS. _oo = Z�1n Q�OF-�W O 2F-,aSZw 0 � F�,w�� oFL W��a~ ULU Gable Section - For Gable Less Than CLB Diagonal Brace 20' Max Intervals Detail 5P2'5 ON EACH SIDE OFREFER TO CONNECTOR NOTES FOR FRAME TO TOP PLATES. °° TRUSS CONNECTIONS. www U �ZQF-N W 'maZz wl7Zw: J 0 Z W F -Q D W W -SOC < 1' J Q S3 , uNo°„To Ucn c Q LU LU I A F -On f� SCALE: NTS $'3 SCALE: NTS High h TOP 4 BOTTOM CORD �t NOTE: SEE TRUSS LAYOUTGABLE END. BRACING FOR ANY ADDITIONAL O Frame Wall Truss Connection Detail R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED S 3 SCALE: NTS S 3 SCALE: NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS N FIELD AND REPORT ANY DISCREPANCIES TO EN61NEER 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 GRANGES TO THESE PLANS, RE6ARDLE59 OF HOW MINOR, Y4JTHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LL G, OR ANY CONSTRUCTION SIMON 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 AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. 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 0 0 0 hZOZ w�inlJ�. W Oww�0= FIZZ WW W a H w w g t U H `- I_O 3 Z H U z^ ai »OV WZ N GLM Q C z 0 t22OC -p 9^2�Z -i N M W. 00 -ZEE O�oC _oo = Z�1n Q�OF-�W O 2F-,aSZw 0 � F�,w�� oFL W��a~ ULU fLU - 1'p30 ZwZ2� 0 W LL www U �ZQF-N W 'maZz wl7Zw: J 0 Z W F -Q D W W -SOC < 1' J Q =F� J F- W 5 w C W aim acn -0 o Q Ucn FW- Ln W v Z Ej M a- M N N ^ Q 'd• Ln W lD -�� F -p 00 M -j W N W N w ch o .d�■��n■■■��u■1111 Z w OWN �k 0 Z V-- ir, Y w Z X M O WQU00 DLL LJJ g d rO0 I c Q LU LU I A F -On f� SCALE: NTS $'3 SCALE: NTS High h TOP 4 BOTTOM CORD �t NOTE: SEE TRUSS LAYOUTGABLE END. BRACING FOR ANY ADDITIONAL O Frame Wall Truss Connection Detail R Gable & Clg Bracing Diagram 4'-0" O.C. MAX. FOR FIRST STRAPPING REQUIRED S 3 SCALE: NTS S 3 SCALE: NTS (4) ROWS OF TRUSSES NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS N FIELD AND REPORT ANY DISCREPANCIES TO EN61NEER 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 GRANGES TO THESE PLANS, RE6ARDLE59 OF HOW MINOR, Y4JTHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LL G, 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 AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. 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 0 0 0 hZOZ w�inlJ�. W Oww�0= FIZZ WW W a H w w g t U H `- I_O 3 Z H U z^ ai »OV WZ N GLM Q C z 0 t22OC -p 9^2�Z -i N M W. 00 -ZEE O�oC _oo = Z�1n Q�OF-�W O 2F-,aSZw 0 � F�,w�� oFL W��a~ ULU fLU - 1'p30 ZwZ2� 0 W LL www U �ZQF-N W 'maZz wl7Zw: J 0 Z W F -Q D W W -SOC < 1' J Q =F� J F- W 5 w C W aim acn -0 o Q Ucn FW- Ln W v Z Ej M a- M N N ^ Q 'd• Ln W lD -�� F -p 00 M -j W N W N w ch o Ln Z w OWN �k 0 Z V-- ir, Y w Z X M O WQU00 DLL LJJ g d rO0 z= •O 1111�� U n� 44 Ci DATE DATE a3-Pi8-18 SCALE NOTED DRAWN MKIFOK JOB _ iheet content: Structural Details sheet number: 53-142 NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPH8 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 455L. 4 TOP PLATE M IMPASON SPH4 FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED 45L.4ROOF TRUSSES ENGINEERED TOP PLATE 24" O.G. MAX. ROOF TRUSSES 12 624" O.C. MAX. SIMPSON SPH4 SEE 6 EACH STUD ELE 12 t0 TOP PLATE E GH STUD SEE EL"vATION TO TOP PLATE SEE PAGES FOR ELE WALL CONNECTION W/O WINDOW ROOF COVERING WALL CONNECTION W/O WINDOW 4 SHEATHING INSULATIONDETAIL BAFFLE SEE ELEVATION PAGES F INSULATION ROOF COVERING 4 BAFFLE SHEATHING DETAIL SEE ELEVATION SEE ELEVATION PAGES FOR SOFFIT 4 PAGES FOR SOFFIT 4 FASCIA DETAIL .FASCIA DETAIL INSULATION PER COMMUNITY 2)-2x WD. HEADER (UN.O.) W/ SPECS OR ENERGY CALCS 1/2" FLITCH PLATE SEE FLOOR WD. HEADER (UN.O.J SEE 1/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE FLOOR PLAN FOR EXACT SCHEDULE SEE HURRICANE ANCHORS EACH TRUSS SEE TRUSS LAYOUT FOR ELEVATIONS STRAPPING INFORMATION WINDOW SEE FLOOR SEE PLAN FOR SIZES DBL. 2 x 4 SYP TOP PLATE W/ 5IMP50N SPH4 6 16" O.C. EACH STUD (12) 10d NAILS EACH. ELEVATIOi GYP. BOARD RETURN WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER WINDOW SILL CAULK 6 WINDOW COMMUNITY SPECS OR ENERGY CALLS 1/16" APA RATED SHEATHING 2 x 4 SILL MIN., NAIL PER SCHEDULE WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PR -CAST CONC. SILL 4" HIGH CONC. BLK 8" CMU PER ASTM -C 90 1900 4"GONG. SLAB. PSI MIN, W/ TYPE M OR 6 MORTAR PER ASTM -C 210. SEE FOUND. PLAN 5/8" CEMENTITIOU FINISH PER FBCR 4• , 103.12 • FOOTING SEE • FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Tvpical Two Story Wall Section S 4 SCALE: NTS A INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ SIMPSON 5PH8 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 8 SILL DETAIL "0" ON SHEET 5-2 2X FRAME WALL SEE TABLE TO ENGINEER PRIOR TO STARTING ANY WORK. INSULATION PER VORTEX ENGINEERING, LLC., AND SHALL BE _ SPACING. PROJECT. USE OR COPY 15 PERMITTED BY 2X FRAME WALL SEE CABLE COMMUNITY SPECS OR ENERGY cALcs `1111 11 EXECUTED FROM THESE PLANS WITHOUT "N" ON SHEET 5-3 FOR INSTALL 1/2" DIA. x 8" "J" RENDER VORTEX ENGINEERING, LLC. `NI BOLTS 4 WASHERS W/ 5" IMBED • 2'-0" O.C. (MAX.) :C0 SUITS, OR LITIGATION BY ANY INTERESTED SPACING. 5PECIFICATIONS ACCOMPANY THESE ON WALL. .. *U' FOR ADDITIONAL CONDITIONS, v Z SIMP5ON SPH8 % 1/2" GYPSUM BOARD 10I DK/PK ---2x8 PT SOLE PLATE IX P.T. FURRING HORIZ 7/16" APA RATED SHEATHING REVISIONS ADDED 160 MPH SHEETS 3/4" T4G GLUED W/ CONSTR. ADHESIVE NAIL PER SCHEDULE DETAIL GEN NOTE REVISED DK/PK 4 NAILED SEE SCHEDULE DETAIL "0" "O" ON SHEET 5-2 ON SHEET 5-2 Q o 0 0 = z- oaw~p L�L/J W I.L E_ Z z Jd LL- 3 >O O LL.I d PRE ENGINEERED WOOD 1--� »0Wz = C4 15-127 FLOOR TRUSSES 6 24" O.C. =ZZZ Hi _o W N Q z o - R. � � � 2 x 4 SOLE PLATE t>L W= W W OWw��OF- LL- - t~� LLI ..J _Z>w9 z S J W W V Z Z Q~N W LL U >_ Lu u'C7Zw� JQ Q W w Q Z W� Q �,-c _ G F LkiC JJ HW1'W1� Lu=Q0 1FW Caw V)O SIMPSON CS16 OR SIMPSON co O co MSTA36 6 32" O.G. OR EVERY �� () ,.n w Z N cn N a m OTHER STUD, TYP., BLOCK AS W f14 01•� W 'n - -ct O USE DOUBLE KO BLOCK COURSES WITH w 00 NEEDED �Z v Z LL I., Q Y w 2-S BARS CONT. IN EACH. o cc 2x4 02 SYP RIM w/ (5) 0.131 x Q LL (NOTE: FOR LOCATIONS WHERE THE LJJZ Ln 3 1/2" NAILS EA. TRUSS JOIST HORIZONTAL OPEN DISTANCE (UNBRACED (INSET) LENGTH OF MASONRY WALL TOP) IS LES lit, f t •O� c THAN OR EQUAL TO 6'46" AND DOUBLE 2x4 FLATWISE VERT. BLOCK[ N 4 51MP50N PETA20 6 32" O.C. IF COURSE SHOWN 15 NOT NOTED AT THE AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOI5T8. 624" O.C. FLOOR PLAN, IT IS ACCEPTABLE t0 USE Z3 q) NAILING IN STRAPS. MAX IF ATTACHED TO FLOOR A SINGLE KO BLOCK COURSE WITH 2-05 LLI 2x4 02 SYP RIM w/ (5) 0.131 xTRUSSES DATE 03-00-18 SCALE NOTED BARS CONT. IN LIEU OF THE DOUBLE JOB 3 1/2" NAILS EA. TRUSS JOIST .0 1/2" CEILING GYP. BOARD SEE COURSE 5HOWN IN THIS DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN (INSET) NOTE ON N-1 PAGE FOR GARAGE APPLICATION SHALL CONTROL. SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRING HORIZ OND OBLOCK 5 BEAM POUR D (2 00 PSI) SEE TRUSS LAYOUT FOR W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" STRAPPING INFORMATION 1 x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL 8" CONIC. K.O. BLOCK BOND SEE FLOOR PLAN FOR SCHEDULE BEAM POUR SOLID W/ 1 - RBAR CONT. HORIZ. MIN. 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 WIND RESISTANT 1/2" GYPSUM BOARD PR -CAST CONC. SILL 4" HIGH CONC. BLK 8" CMU PER ASTM -C 90 1900 4"GONG. SLAB. PSI MIN, W/ TYPE M OR 6 MORTAR PER ASTM -C 210. SEE FOUND. PLAN 5/8" CEMENTITIOU FINISH PER FBCR 4• , 103.12 • FOOTING SEE • FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Tvpical Two Story Wall Section S 4 SCALE: NTS A INSULATION PER COMMUNITY SPECS OR ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 SYP TOP PLATE W/ SIMPSON 5PH8 6 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK 6 WINDOW 2 x 8 SILL CONTRACTOR TO VERIFY ALL DIMEN51ON5 2X FRAME WALL SEE TABLE TO ENGINEER PRIOR TO STARTING ANY WORK. "N" ON SHEET 5-3 FOR VORTEX ENGINEERING, LLC., AND SHALL BE _ SPACING. PROJECT. USE OR COPY 15 PERMITTED BY 1/2" GYPSUM BOARD PLANS, REGARDLESS OF HOW MINOR, `1111 11 EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX INSTALL 1/2" DIA. x 8" "J" RENDER VORTEX ENGINEERING, LLC. `NI BOLTS 4 WASHERS W/ 5" IMBED • 2'-0" O.C. (MAX.) :C0 SUITS, OR LITIGATION BY ANY INTERESTED CENTERED 5PECIFICATIONS ACCOMPANY THESE ON WALL. .. *U' FOR ADDITIONAL CONDITIONS, v Z SIMP5ON SPH8 % BY 10I DK/PK ---2x8 PT SOLE PLATE IX P.T. FURRING HORIZ DK/PK \-I x 6 P.T. CURTAIN NAILER 19 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE \-I x P.T. SUCK STRIP RP WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPSUM BOARD PRE -CAST CONIC. SILL 4" HIGKH CONC. BL ° 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR 5 SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.12 4'. a., ,• FOOTING SEE FOUNDATION PLAN ' FOR SIZES 4 MORE a INFO. r;-N�Typical Two Story Wall Section $4 W/0 Floor System SCALE:NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, KTHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIONS ACCOMPANY THESE PLAN5, 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 Q o 0 0 = z- oaw~p L�L/J W I.L E_ Z z Jd LL- 3 >O O LL.I d 0= w W v> W ~QF, W�ZZtn U 1--� »0Wz = C4 >LLm¢ 1W oz p[ N J (n CO w =ZZZ Hi _o W N Q z o - R. � � � =Z� OF'•W 4 5{ A2 = F- Q= Z W O O t>L W= W W OWw��OF- LL- - t~� LLI ..J _Z>w9 z S J W W V Z Z Q~N W LL U >_ Lu u'C7Zw� JQ Q W w Q Z W� Q �,-c _ G F LkiC JJ HW1'W1� Lu=Q0 1FW Caw V)O co O co �� () ,.n w Z N cn N a m -�� W 1- p 0000 M W f14 01•� W 'n - -ct O 3: Ln w 00 0 �Z v Z LL I., Q Y w Z X m O o cc W j 00 U Q LL LJJZ Ln d ro c) >� lit, f t •O� c J I-- Z3 q) =` v LLI Q DATE 03-00-18 SCALE NOTED DRAWN MK/7=10K JOB Sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING m 48 0/C SPH4 CONNECTORS SHOWN. FOR THE FIRST S'-0" OF END WALL 2ND FLOOR FRAMING At 2x8 WALLS USE 5PH8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF SIMPSON 5PH4 TO EA. DBL 2x 5.Y.P. TOP PLATE CHORD ATTACHED W1(2) 0.131" X 3 1/2" SPH4 CONNECTORS SHOWN. STUD WITH 12-10d x 1 1/2 COMMON TOE NAILS SIMPSON GSl& OR MSTA3& STRAP m 32" O.C., EVERY OTHER FOR WALLS LARGER THAN NAILS. 2x8, USE SIMPSON SPI'S ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW 5P2'5 ON EACH SIDE OF FOR APPROPRIATE OOR JOIST -SEE FRAMING PLAN STUD t0 TOP PLATES. UND." SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED m WEEP SCREED INSTAILED PER MAX. I&" O.C., SEE MANUR 'N'/S-3 SIMPSON HETA20 m 32" O.G. MAX. 2x4 S.Y.P. *2 RIBBON 2"X4" GRO55 BRACE W/4 -10d m EA. FLOOR m 48" O/G FOR THE TRUSS. IST 2'-0" OF END WALL CSI& OR MSTA 36 m INTO) 0X4 1 3BLOCKING1/2EA. END 32 O.C. (36LONG) N FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015t DECKING 2x12 STP *2 WOOD 3-0.131 x 3 1/2" m EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-1&d HETA20 m 32" O.G. ON THE m 48" 0/C FOR THE FIRST ND FLOOR FRAMING TOENAILS. 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED SIMPSON G51& OR MSTA3& OR W/ (3) 0.0 X 3" TOE NAILS EQUAL AT EACH STUD, TO STUD NOTE: (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. SEGMENT LENGTH 70 BE AS DELMEATED ON THE PLAN SET, OR OOR JOIST-5EE FRAMING PLAN ATTACH TRUSSES PER IF UNDELINEATEDSEGMENT LENGTH TO BE EQUAL TO OR GREATERTHAN "4" FRAMING NOTES. IF rE,LT. Frame/Masonry Connection #1 TRUSSES ARE PARALLEL, PROVIDE S.5 SCALE: NTS BLOCKING AT 24" O.G. NOTE: AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING m 0.131"x3-1/2" TOENAILS DELINEATED MSTA36 OR CS16 OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: SET. (MIN. STUD GRADE 2"X4" CRO55 BRACE NETA20 WHICH IS NOT PROVIDE A MINIMUM SYP) "AT 2x6 WALLS USE SPH& m 48" O/C FOR THE ALIGNED W/ TRUSS VERT. 2 PLY END STUD AT CONNECTORS IN LIEU OF 16T 2'-0" OF END WALL WEB USING 2-0.131" X 3 1/2" EACH END OF 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" m EA. END SEGMENT At 2x8 WALLS USE SPHS INTO 2°X4" BLOCKINGL TOENAILS g EA. END. INSTALL SIMPSON G516 CONNECTORS IN LIEU OF CROSS STRAPS WITH (u 5PH4 CONNECTORS SHOWN. FULL DEPTH 0.131"6-1/2" NAIL AT EAC FOR WALLS LARGER THAN BLOCKING i PASSING STUD AND 2x8, USE SIMPSON 5PI'S ON SHEATHING EDGES 2x STUDS BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD TO MINIMUM AT EACH END TC BOTTOM PLATE 4 SIMPSON W/ EN ILS 0.131"x3-1/211 All" EN 1&" O.C. TOP AND BOTTOM TOENAILS EA END _ PLATES/END STUDS. SP2'5 ON EACH 51DE OF CONSTRUCT WALL = STRAPS S OND AT 45 STUD t0 TOP PLATES. U.N.O. FLOOR c�o• AS LOAD BEARING 51MP50N 5PH4 TO 2x4 PANEL BLOCKING m 48 O.G. FO JOIST WITH UPLIFT REF. DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. RELATION To END. (TYP) TOP 4 BOTTOM CHORD (TYP) HORIZONTAL. TYPICAL.. BOTTOM OF WALL. SIMPSON HTT4 OR ATTACHED W/ (2) 1&d TOE NAILS. EQUAL AT EACH �7 IR" DIA NUT END OF SEGMENT DIA x I-vsp/4" rf� DIA x WHEN CROSS BRACE ANGLE v WASHER GREATER THAN 45' EXTEND PANEL THRaAD � FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END BELOW FOR WALL. IF DOUBLE END APPROPRIATE 00 STUD 15 OVER A v2" DIA "DIA SPACING 4 SIZE OF VOID SPACE ANCHOR BOLT COJFLNG WALL STUDS. STUDS INSTALL SOLID 1x SHALL BE INSTALLEDJOINT BLOCKING BELOW. A.B. EXTENSION DETAIL m MAX. 16" O.C. N 11111 TYP. ICOUPLER NUT INSTALL 5/8" • THREADED ROD IN �� • .. SIMPSON SET DIA. 1/2" J -BOLTS ,....'.:_; 2"x4" CRO55 BRACE m 48" O.C. FOR EPDXY OR EQUAL OR WITH 51MP5ON THE 1st 2'-0" OF END WALL W/ l2) 10dx3" WITH 6" MIN SET EPDXY, 6 •t'.* _= _� c0 EMBEDMENT, SE CROSS STRAPPED EMBEDMENT m 24" 2X4 RIBBON m EA. END INTO 2"x4" BLOCKING. W/ 3-16d m (ANGLE NOT TO EXCEED 45) � SEGMENT, IF SHEATHING IS SEE •'• WHEN � Y :z � GYPSUM WALLBOARD, EA. TRUSS. . WHEN ANGLE IS GREATER THAN 45', DISTANCE I5 ATTACH AILS ATU1'1 O6DR COOLER V� z CMU WALL - SEE 2X BOTTOM PLATE WITH (4) CRO55 BRACE m 48" O.C. FOR THE 1st LESS THAN 2'-0" 00 FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING /4 SCREWS 6 O.C. 4'-0" OF END WALL. m THE FIRST BAY '��ji,/�b' ••• ' TYP. MORE INFO. TRUSS OR NAILS ALONG THE ALONG EDGES AND 12" O.C. BOTTOM PLATE INTO A IN THE FIELD. IF SHEATHING IS OTHER THAN �/ll PARALLEL TRUSS/RIM JOIST GYPSUM SEE NAILING AT 4" O.G. ALL NAILS TO BE SCHEDULE AT 0/52. 0.131"x3-1/2" MIN. TYPICAL NOTE: SEE 'N'/S-3 FOR STUD INFORMATION W11L-S12-5d A3/ ANGLE REFER TO TYPICAL 2 -STORY W/ EA 1 TU WALL SECTION FOR 70P CHOO RD NAILS STUD TO INFORMATION NOT SHOWN A Cross Strapping Detail � LT. Frame/Mason Connection #2 E Floor Truss Parallel To Br .Wall 2x4 BEARING $ 5 SCALE: NTS WALL W/ STUDS x x $ S SCALE: NTS S S SCALE: NTS 0 16" O.C. 1/16 APA RATED WOOD SHEATHING SIMPSON SPH4 EA. STUD NOTE: NOTE: AT 2x& WALLS USE SPH& AT 2x6 WALLS USE SPH& CONNECTORS IN LIEU OF PRE-ENGINEERED PRE-ENGINEERED SPH4 CONNECTORS SHOWN. ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF FLOOR J015T ROOF TRUSSES AT 2x8 WALLS USE 6PH8 TRUSSES m24" O.C. SPH4 CONNECTORS SHOWN. TRUSSES e2411 O.C. CONNECTORS IN LIEU OF AT 2x8 WALLS USE SPHSCONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN ER THAN LARGER 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY CALCS 2x8, USE FOR WALLS LS LARD 5P1'S ON INSULATION PER ENERGY CALGS CEILING BOARD PER EACH SIDE OF STUD TO EACH SIDE OF STUD TO ARCH. PLANS BOTTOM PLATE 4 SIMPSON 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD STUD TO TOP PLACES.. ON EACH SIDE HURRICANE ANCHOR m EACH TRUSS SP2'5 ON EACH SIDE OF HURRICANE ANCHOR m EACH TRUSS STUD UN.O." PROVIDE CONTINUOUS STRAPPING STUD TO TOP PLATES. UN.O." PROVIDE CONTINUOUS STRAPPING HTS16 W/ 16-10d 2x4 BLOCKING w/ NOTE. CONNECTION t0 FOUNDATION CONNECTION t0 FOUNDATION EA. TRUSS TO 3-0.131 x 3 1/2 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 HANGER PER TRUSS PRE-ENGINEERED - SPH4 CONNECTORS SHOWN. SPH4 m EA. STUD 2x4 SOLE PLATE PROVIDE l2) 1&d - SPH4 m EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS USE SPH8 /� PROVIDE (2) I&d - CONNECTORS IN LIEU OF COM m EACH TRUSS 1/2" GYPSUM COM m EACH TRUSS 1/2" GYPSUM 5PH4 CONNECTORS SHOWN. H Floor Truss To Girder Connection FOR WALLS LARGER THAN SIMPSON C516 W/ MIN (22) 10d SIMPSON G51& W/ MIN (22) 10d 2x8, USE SIMPSON SPl'5 ON COMMONS (12 MIN. EACH END) 3/4 T4G GLUED W/ RULE D ADHESIVE COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR. ADHESIVE �5 SCALE: NTS 1105* MAX m 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "O" 1105* MAX m 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "O EACH SIDE OF STUD TO ON SHEET S-2 BOTTOM PLATE 4 SIMP50N EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP ON SHEET 5-2 6P2'5 ON EACH SIDE OF PLATE 05T FLR) PRE ENGINEERED WOOD PLATE (IST FLR) STUD TO TOP PLATES. FLOOR TRUSSES m 24" PRE ENGINEERED WOOD O.C. FLOOR TRUSSES m 24" O.C. EXTEND SHEATHING TO I(odUN.O." 2x4 *2 SYP RIM w/ (3) 2x4 *2 SYP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR JOISTNAILS EA. TRUSS 16d NAILS EA. TRUSS WALL GIRDER OIST (INSET) JOIST (INSET( 1/2 GYPSUM BOARD 1/2" GYPSUM BOARD BEARING WALL W/ ST SIMPSON MT51& m STUDS g 16° O.C. PROVIDE (3) 0.131 X 3-1/2" TOE NAILS AT EACH FLOOR TRUSS FLOOR TRU55 TO WALL 24"EAEA O.G. MAX. PRE-ENG1NEERE WOOD A RATED RE -ENGINEERED BELOW 1/2" GYPSUM CEILING BOARD W/ KN CK - 1/2" GYPSUM CEILING BOARD W/ KNOCK - FLOOR TRUSS FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N-1 PAGE 7/16" SHEATHING MIN., DOWN DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION SEE GENERAL NOTE FOR GARAGE APPLICATION 2x6 SOLID BLOCKINGS DBL. 2X TOP PLATE w/ 51MP50N SPH4 FOR NAILING PATTERN 2x t0 3EA.-0.131 x 3 1/2" TOENAILS + DBL P PLATE w/ SIMP50N 5PH4 2 X END m 1&" O.C. w/ (12)10d NAILS EACH m 1&" 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 x 31/2" NAILS 1/2" ANCHOR BOLT m 24" 1/2" ANCHOR BOLI m 24" O.C. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE SIMPSON CSI6 SIMPSON CSI6 EA. STUD PT 2X BOT. PLATE w/ BY 1/6" WASHERS To BASE OF 2X4 SIMPSON SPH4 m EA. - PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 10d RIBBON BELOW SMDWN HT516 + STUD w/ ll0) 10d NAILS SIMPSON 5PH4 m EA. COMMONS (11 STUD w/ (10) 10d NAILS MIN. EACH END) TYR EA TRUSS EACH FOUND. PSANB. SEE EACH 4"GONG. SLAB. SEE HETA20 REFER ECT ONTO FORPI CAL 2- TION NOT BEARI LOAD FOUND. PLAN BEAM / GIRDER CMU WALL SHOWN wniPLlFr •. •• •• FOOTING SEE FOUNDATION r : 2x BOT. PLATE PRE-ENGINEERED FOOTING SEE FOUNDATION 31 x 3 1/2FLOOR TRUSS " • PLAN FOR SIZES 4 MORE INFO. PLAN FOR SIZES 4 MORE INFO. NAILS W/ 2-0.1 1 6" O//2 Cantilevered Floor Truss Over Wall $-S SCALE: NTS A T ical Two Story Interior Bearing Wall Section j/�DTypical Two Story Interior. Bearing Shear Wall Section F Second Floor Frame Connection a Girder S S SCALE: NTS $91 SCALE: NTS S S SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENONEER PRIOR TO STARTING ANY rvORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLE59 OF HOW MINOR, NUTHOUT 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, WITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATIONS 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK ao 0 0 _ o Z LU WC)N�o 0 0 I ~zzL= Ld am W — d im WF-►- Q�oTvf n »SWz =5 =N Y w i y m Q a Z Q H W 1, /) M =z00 ZZ aoo N4„ao�c� oz Z p p •-� �oXoLL L a� zWZ=o p J LL L-61 80 =uZzWNN LL.� mazZ ,W z?>� Q W�Qp Q F W CC LU =aim a�=t N - W LL o o a M w.1 -j o M A B (, LLI F Ln LL; �1♦ Z t! rn N � . M 1w p 00 00 M OV W N - 'ct O w N Ln w 0_ �Z O4t00 P,Q Y w V zLL- Z X cn0 W w e-1 U --i X <L oo a LL WN g ix a r- CL ®0 c •.• 2� dW 0= co :• %b v, 0 =` v zni! L q DATE 03-27-18 SCALE NOTED DRAWN MK11=0K JOB - Sheet content: Structural Details Sheet number: FLOORING / BASE BOARD NOTE: WHEN FILE FLOOR .15 SELECTED ONLY BASE BOARD 15 INSTALLED. WHEN WOOD FLOOR 15 SELECTED BASE BOARD AND SHOE MOULD ARE INSTALLED. SCOMPOSITE WINDOW OVER Wl TILE TO TEMP. GL. ENCLOSURE U41TE PINE WRAP IN U2'DRYWALL U2' DRYWALL S' W. CORIAN WINDOW 03106) BELOW CAP DRYWALL FINISH 36' OR 42' FINISH 2x STUDS (PER 2x4 STAIR R WATER PLAN) DETAIL ISTANT OVER 2x WALL (SEE SQUARED DETAIL BATH SHOWER WER L 3 1/4' BASE BD.("366) i SECTION PLAN cunAMD I PLAN) EDGES 1x6 TRIM PER PLAN? >x JAMB 1 I/4' DOOR CASING (%b) BEAD BOARD COMPOSITE WINDOW(BI-PASS HELD DOWN U2' PANELING SILL DRS. PER DRYWALL FINISH SQUARED DETAIL PLAN) 1/2' WOOD FILLER OVER FURRING ON EDGE BLOCK WALL INVERTED 2 1/4' DOOR CASING h366) ELEVATION HEAD (WINDOW PER PLAN) DRYWALL FINISH OVER 2x WALL (SEE LINE OF WALL BELOW LINE OF WALL PLAN) Ixb TRIM BELOW DRS. PER DRS. PER PLAN) LINE OF TRIM -------- (NICHE BELOW ---------- LINE OF CASING PER PLAN) BELOW ----- -------- — WINDOW PLAN DRYWALL FINISH OVER FURRING ON DOOR SILL BLOCK WALL COMPOSITE WINDOW DRYWALL FINISH CAST CASING l SILL ��R 1x WALL (SEE 11 HELD OVER 1/2' OVER PLAN PLAN WINDOW STOOL W/ TYP. BI -PASS DRS. TRIM AND BEAD BD, NICHE STOOL DETAIL CASING DETAIL PLAN SPECIFIC PER PLAN sum rro PLAN SPECIFIC PER PLAN wAz r • r-0' 5ru: r • r -o SHIM ASTEMP. REQ'D. I'-4' GL ENCLOSURE SHIM AS 1_4. 8' W. CORIAN CAP (WINDOW MAIN HOUSE GARAGE INVERTED 21/4' DOOR CASING (0366) PER PLAN) SILL DRYIUAl1 I INVERTED 2 114 DOOR CASING (0366) 1 I 1x STUDS (PER � I WINDOW SILL BASE BD. t0 OVER � LAP SLAB STEP AND STD. 2x STUDS (PER PLAN) STD. PLAN) ;� STD. 1x STUDS IPER PLAN) SQUARED DETAIL C DRYWALL TRANSITION BASE BASE P',VAKTY EDGES CAMET U2' DRYWALL CABINET �� DRYu►Al l '� CABINET INVERTED 1 U4' DOOR CASING (*366) 3 1/4' BASE BD. 3 1/4' BASE BD. (~366) 3 1/4' BASE BD. ("366) DRYWALL FINISH OVER FURRING ON BLOCK WALL QUARTER QUARTER 3 1/46 BASE BD. ROUND ROUND TYP. BASE BD. AT CALI. TOP HIGH BAR TOP VANITY LOW WALL(WINDOW / GARAGE MAIN HOUSE SCALE V2' : ,'-0' SCALE: U2' = i' -m' SCALE: >R' = I4' PER PLAN) V W. CORIAN CAP TILE FINISH — OVER WATER RESISTANT WALL BD. SHOWER RIFY TOP (WINDOW PLAN LINE OF WALL SILL BELOW CT 1/2' OUT FIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW ELEVATION L DRYWALL FINISH PLAN OVER WALL TYP. WINDOW STOOL DETAIL scat: r • r-0' WINDOW >ETAIL DOOR CASING (0.366) NOTE: D1RAWING5 ON 11 "xil' SKEET WILL 5E ONE HALF THE: SCALE NOTED 5 U4' CROWN 3 (045) 5 1/4" CROWN OVER Wl TILE TO TEMP. GL. ENCLOSURE U41TE PINE WRAP IN U2'DRYWALL U2' DRYWALL S' W. CORIAN WINDOW 03106) BELOW CAP GAP 36' OR 42' FINISH 2x STUDS (PER 2x4 STAIR R WATER PLAN) DETAIL ISTANT L BD. u2'DRYWALL BATH SHOWER WER L 3 1/4' BASE BD.("366) i SECTION PLAN cunAMD I nlAi IA/Ai RIFY TOP (WINDOW PLAN LINE OF WALL SILL BELOW CT 1/2' OUT FIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW ELEVATION L DRYWALL FINISH PLAN OVER WALL TYP. WINDOW STOOL DETAIL scat: r • r-0' WINDOW >ETAIL DOOR CASING (0.366) NOTE: D1RAWING5 ON 11 "xil' SKEET WILL 5E ONE HALF THE: SCALE NOTED 5 U4' CROWN 3 (045) 5 1/4" CROWN bd0 OVER Wl bo ROUNXROUTER/ER W/ U41TE PINE 3 114' BASE BD. U2'DRYWALL 3 U4' BASE BD. 2x6 WALL 03106) 2x6 WAIL L 36' OR 42' HIGH PER PLAN KNEE 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN scar r . r -a bd0 OVER Wl ItkIItE PINE ROUTE I DRYWALL 3 114' BASE BD. 00 STATE STREET EAsr OLDBAAAR, RDMA 34671 813.925. L300 TFL 813. 925. IBM FAX W W WMAVMBEWS 0M TAMPA • DENVER 0366) 2x6 WALL 36' OR 42' L HK:FI PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN scats r . r� TRIM DETAILS x a •Jae Mm 22066• CAD FILE 7EEW BUILDER TD ISSUED 06-16-16 RENS® 07-07-16 10-05-16 11-02-16 c 0a 0 N 00 STATE STREET EAsr OLDBAAAR, RDMA 34671 813.925. L300 TFL 813. 925. IBM FAX W W WMAVMBEWS 0M TAMPA • DENVER --�-� EST. 1994 �..- It L L L O 0 �0 0a •Jae Mm 22066• CAD FILE 7EEW BUILDER TD ISSUED 06-16-16 RENS® 07-07-16 10-05-16 11-02-16 TRIM . RUE 7mck ROM xrans DAVIS BEWS DESIGN GROUP 00 STATE STREET EAsr OLDBAAAR, RDMA 34671 813.925. L300 TFL 813. 925. IBM FAX W W WMAVMBEWS 0M TAMPA • DENVER --�-� EST. 1994 �..- TRIM . RUE 7mck ROM xrans STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. KTS KT& KTS. 3/4' MIN. HOLE DEPTH FOR BALUSTERS N TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTM 2x STUD WALL w/ 11 t0 1. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATrACN INTO FIN. 36 H. RAILING LJ -6010 RAILING NOST RAILING POST FIRST RISER 36 H. RAILING RAILING 36 H. RAILING 1.J-6010 RAILNG �i in N N LJ -7027 • 3. ALL PLANS THAT INDICATE BALUSTER RAILNGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRSTBALUSTERS NEWEL POST BASE CAP (3 PER TREAD) LJ -8090-5 OAK 5 114" LAND NG TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER MOULD SAD 4. U14EN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH 1x12 SKIRT LJ-8010MR1 BOARD OAK TREADS LINE OF PANTED RISERS. CARPET RUNNER STARTS WHEN ONE OR 80TH WALLS BEGIN. WHEN ONE SIDE STANDARD - 42" H. ROSETTE !Ui 6 `0y TO TOP RAIL STANDARD - 42" H.14V1=EWALL S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS SUB TREAD LJ -8095 OAK w (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. � BALUSTERS AS APRON Ln r KNEEWALL (3 PER TREAD) (OPT. LJ -6010 RAILING: SHOWN) LINE OF - BASKETS TO � SCROLL TO BE � LJ-8074MR1 \\��\\\\`��\�`\�`�� FULL Hr. WALL x�\�`�\ `��``\\``\ TREAD �`��\��`\-S`�`\��`\`�� LJ -4041 WOOD TREAD NEWEL (OPT. W-6010 RAILING SHOWN) BE PARALLEL TO TOP RAIL .000, PARALLEL r0 TOP RAIL LJ -4040 NEWEL POST �� OPT. L1H-MG2KNUG44 LIH-HOL28ASK44 (DOUBLE BASKET) LIH-WOL50144 LIH-WMFLA44 (SCROLL) (PLAN) RAILING W-8070MR2 AT THIS RISER TREAD RAILING LL OAK RAILING BASE LJ -8095 OAK INEAL � CAP LOU _ LIP-WOL15ASK44 (SINGLE BASKET) LI-ALAK01(2 EA. ADJ. KNUCKLE) cn RAILING Ln MOULD DING 1x6 PAINTED BASE� DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS i UROUG4��4T IRON BALUSTERS (3 PER TREAD - ALTERNATE l3 PER TREAD - I - SCROLL AND LJ -4041 NEWEL LJ -4041 NEWEL S - BASKETS AND EQ SPACED) 2 - KNUCKLES AND EQ SPACED) - cA POST POST PLATELn 3 1/4 BASE BD. TYP. LEVEL 3 DECORATIVE GENERIC WOOD SWITCH BACK GENERIC WOOD / CARPET TYP. OPEN TREADS W/ WOOD METAL BALUSTER METAL BALUSTER LJ -1011 LEVEL QUARTER TURN STAIR FLOOR PLAN BALUSTERS AT STAIRS INSTALLATION DETAIL /!/i�6'0a� F KTS. KTS. `"Ln KTa. KTS. o' - cn L AS APRON LJ -1011 LEVELcn LJ -4040 LJ -4042 QUARTER TURN LJ -045 LJ -4040 j I iI NEWEL POST II N NEWEL POST NEWPL POST NEWEL POST G __= —_____ OPT. LP-MGs2KNUC44 WROUGHT IRON BALUSTERS I I \ LJ -4040 NEWEL i \ I\�' I \ LJ -4010 LJ -4045 LJ -4042 LJ -4040 ___ IFS\ POST I �`\ G' 1x12 SKIRL LJ -1021 =___ ROSETTE __ 1x6 PAINTED BASE -��.AT� SECTION �T R� I �� k\ 10.71 1x12 SKIRT 50A�, 1x6 PAINTED BASE �A PLATE SECTION CUT THS I �%�� \\ BOARD ,� .'3 TYPICAL NEWEL POST PROFILES , \`� \\ \:�`\ LJ -6010 _ Ix12 SKIRT BOARD 3 114" BASE AS APRON WALL __ \\ -- LJ -6010 3 1/4" BASE AS APRON WALL j __ LJ -6010 \\ : -- RAILING KTS. RAILING = \ RAILINGS — �BASE— LJ -5015 WOE —_— ASE LJ -7041/8 = — LJ -7047/8 —' CAP BALUSTERS (3 PER TREAD) _—_ - G AP MOULD STANDARD - LJ-8074MRI S TURN =-- CAP MOULD STANDARD - LJ-8074MRI S -TURN -- MOULD STANDARD - LJ-8014MR1 TREAD FOR CARPET LJ -5015 WOOD --- TREAD FOR CARPET LJ -5015 WOOD —__ TREADCARPET 1x12 SKIRT — _ (OPT. LJ -8070 SERIES BALUSTERS _ (OPT. LJ -8070 SERIES BALUSTERS _—_ W 807 SERIES BOARD _ TREAD SHOWN) (3 PER TREAD) __ TREAD) (3 PER TREAD) TREAD) LJ -8095 OAK —__ IxS PAINTED LJ -8095 OAK -- 1x8 PAINTED LJ -8095 OAK LINEAL _ _— RISER LINEAL COVE MOULDING _= — RISER LINEAL COVE MOULDING BASE — —___ LJ-WIOMRI OAK TREAD BASE _— — OAK TREAD BASE 1x8 PAINTED - - 4 4 4 4 4 4 PER TM LEVEL PER TM LEVEL 3 1/4" OR 5 1/4" PER TM LEVEL 3 1/4" OR 5 1/4" RISER 31/4' OR 5 1/4" I:��NEWEL LJ -7040 ! 7045 LJ -4042 IA2 SKIRT LJ -4042 1x12 SKIRL BOARD TURNOUT POST BOARD NEWEL POST LJ -4010 2 EA. - LJ -3018 RAIL 2 EA. - LJ -3018 RAIL LJ -3009 NEWEL POST lk AND POST FASTENER AND POST FASTENER BRACKET W-8010 STARLING STEP LJ -5015 LIH-PM15ASK44 L114-HOL25ASK44 LIP-WOLIKNUC44 LIH-HOLIKNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN W! GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W / WOOD AND L2-ALAK01 (1 EA ADJ. fC!`UICaCL.E) STAIR DETAIL STAIR DETAIL CARPET STRAIGHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES STAIR AND RAILING RULES 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. KTS KT& KTS. 3/4' MIN. HOLE DEPTH FOR BALUSTERS N TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTM 2x STUD WALL w/ 11 I" MN. HOLE DEPTH FOR BALUSTERS N TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING W-6010 RAILNG� LJ -4042 NEWEL POST \ LINE OF KNUCKLES TO ol SE PARALLEL TO TOP RAIL 4 t0 1. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATrACN INTO FIN. 36 H. RAILING LJ -6010 RAILING NOST RAILING POST FIRST RISER 36 H. RAILING RAILING 36 H. RAILING 1.J-6010 RAILNG NOT REQUIRE HANDRAILS AT LANDINGS. LJ -5015 WOOD LJ -4042 • 3. ALL PLANS THAT INDICATE BALUSTER RAILNGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRSTBALUSTERS NEWEL POST BASE CAP (3 PER TREAD) LJ -8090-5 OAK 5 114" LAND NG TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER MOULD SAD 4. U14EN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH 1x12 SKIRT LJ-8010MR1 BOARD OAK TREADS LINE OF PANTED RISERS. CARPET RUNNER STARTS WHEN ONE OR 80TH WALLS BEGIN. WHEN ONE SIDE BALUSTERS r0 BE PARALLEL SEE GENERAL STAIR NOTES REMAINS 'OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER TO TOP RAIL LJ -5015 WOOD S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS SUB TREAD LJ -8095 OAK I" MN. HOLE DEPTH FOR BALUSTERS N TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING W-6010 RAILNG� LJ -4042 NEWEL POST \ LINE OF KNUCKLES TO ol SE PARALLEL TO TOP RAIL 4 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP LNEAL COVE>LIH-HOL2KNUC44 MOULDING (DOUBLE KNUCKLE NOST RAILING POST STAIRWELL. "CONTINUOUS' RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO 36 H. RAILING RAILING 36 H. RAILING 1.J-6010 RAILNG NOT REQUIRE HANDRAILS AT LANDINGS. IA2 SKIRT BD. LIH-HOLMUC44 • LJ -6010 36" H. BASE CAP MOULD (SINGLE KNUCKLE) LJ -8090-5 OAK 5 114" LAND NG 6. BALUSTERS (WOOL) OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION 16 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TUR;IINGS) SHOULD LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS SAD SLOPE OF THE TOP RAIL 2x12 STRINGERS . (3 PER TREAD AND EQ. (3 PER TREAD - ALTERt`L4tE .FOLLOW SPACED) KNUCKLES AND EQ.$PACED) SEE GENERAL STAIR NOTES 1. oNUPPER FLOOR BALUSTER RAILINGS, MAXIMUM 72" SPACE BETWEEN NEWELS. TVP. LEVEL 1 DECORATIVE LJ -5015 WOOD S. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS TYP OPEN TREADS W/ TVP. WOOD BALUSTER METAL BALUSTER w (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. � $ELECT 2 O $ELECT 2 >, PI C K ETS Al STAIRS DETAIL I N STA L LATI O N D ETAI L I N STA L LATI O N D ETAI L STRIP FLOORING STRIP FLOORING S. ALL WOOD RISERS r0 BE PANTED W-1171=. riot to 5CAE RTS. N.T.S. LJ -8090-5 OAK i" MIN. HOLE DEPTH FOR I" MIN. HOLE DEPTH FOR 8" AK ND BALUSTER$ N t0 HAND BALUSTER$ N t0 HANp 51/4n LANDING LJ -4042 RAIL (KEL=P HOLE RAIL (KEEP HOLE TREAD NEWEL POST LJ-807OMR1 DEPTH T14E SAME EACI4 BALUSTER) AT EACH ALUSTER DEPTH THE SAME AT OAK TREADS �� S`�LJ-404 42" H. LJ -1011 If " NOTE: 1 RAWING5 ON 11"x1l'' SHEET WILL 5E ONE MALE THE SCALE NOTED x a NW M NOST RAILING POST ROSETTELJ-6010 36 H. RAILING RAILING 36 H. RAILING 1.J-6010 RAILNG La L L' • LJ -6010 36" H. LJ -4042 LJ -4042 LJ-8070MRi go ' ��` �;�`\�;��\�\��`�� RAILING RA(LNG NEWEL POST .NEWEL .POST OAK TREADS \ARP�T� ``` `�` `� `` `` LJ -5015 WOOD 3 1/4' BASE BALUSTERS AS APRON (3 PER TREAD) LINE OF LINE OF BASKETS TO � SCROLL TO BE � LJ-8074MR1 \\��\\\\`��\�`\�`�� FULL Hr. WALL x�\�`�\ `��``\\``\ TREAD �`��\��`\-S`�`\��`\`�� LJ -4041 WOOD TREAD NEWEL BE PARALLEL TO TOP RAIL .000, PARALLEL r0 TOP RAIL CARPEL STARTS LJ-8070MR1 POST 1x12 SKIRT BD. LIH-HOL28ASK44 (DOUBLE BASKET) LIH-WOL50144 LIH-WMFLA44 (SCROLL) (PLAN) RAILING W-8070MR2 AT THIS RISER TREAD RAILING LL OAK RAILING BASE LJ -8095 OAK INEAL � CAP LOU LIP-WOL15ASK44 (SINGLE BASKET) LI-ALAK01(2 EA. ADJ. KNUCKLE) OAK TREADS RAILING TREADS MOULD DING DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS PER PLAN PER 7M LEVEL (3 PER TREAD - ALTERNATE l3 PER TREAD - I - SCROLL AND LJ -4041 NEWEL LJ -4041 NEWEL 3 1/4" OR 5 1/4" BASKETS AND EQ SPACED) 2 - KNUCKLES AND EQ SPACED) POST POST TYP. LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE GENERIC WOOD SWITCH BACK 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 KTS. KTS. KTa. KTS. KTS. NOTE: 1 RAWING5 ON 11"x1l'' SHEET WILL 5E ONE MALE THE SCALE NOTED x a 'JIB NUMBER 2416.01' CAD FXE NAME TNM DETAI ISSUED 04-05-13 RENSM D9—tn-13 NW M N^ DAVIS BEWS DESIGN GROUP as 00 STATE STREET EAST C os A& RXMMA Wn 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAV13BEVVSr.CM TAMPA • DENVER. La L L' • 00°0 am C?% i�. go ' y� _< ��ppMMr 'JIB NUMBER 2416.01' CAD FXE NAME TNM DETAI ISSUED 04-05-13 RENSM D9—tn-13 STAIR , RE TYPICAL STAIR DETAILS MEET .SD . DAVIS BEWS DESIGN GROUP 00 STATE STREET EAST C os A& RXMMA Wn 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAV13BEVVSr.CM TAMPA • DENVER. - EST. 1994- STAIR , RE TYPICAL STAIR DETAILS MEET .SD .