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604 Red Rose Ln 18-3709 (a)
MONOLITHIC FOOTING, ALUM NIUM OVER 2xo SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 981 TOTAL LIVING S.F. 2138 GARAGE S.F. 451 PORCH S.F. 74 LANAI S.F. 128 TOTAL UNDER ROOF S.F. 2791 h� TOTAL WIDTH 30'-0" TOTAL LENGTH 68'-0" RECORD COPY REVIEWE[i FOR CODE GOMPLIANCE PI..ANS EXAMINER DATE 5AI, _ jFjD_RUILDiNO LAVISIOPI A I'FPMIT ISSucD 5€-IALL BE CONSTRUED If, Bt= A NSE -10 PROCEED WITH THE WORK A.ND rvpT AS HORITY 10 v& RATE, CANCEL., ALTER GF+ SET A` ! ir. ANY OF i HF '.1 ROVISIONS OF THE TECHNICAL Cr`r.� RIOR SHALT ISSUANCE OF A. PERMIT PREVENT HE BUILDIN(; ,F FICIAL FROM THEREAF T E :-; oUiR!NG A COhktCTION OF ERRORS IN PLANS. CONSTRL,CTION OR. VIOLATIONS OF THIS CODE `0.( IP �4CTION FST Rc0WREt .Resuos •'o he Verified ai Slat) Inspection y i -3709 03-14-15 CREATED LOT SPECIFIC PLAN FOR LOT 235 IN THORNBROOKE 40'5, ELEVATION "INCLUDED - TRADITIONAL" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: GARAGE SERVICE DOOR, POCKET SLIDER, ADDITIONAL DOOR AT OWNERS BATH, BLOCKING FOR TV IN GATHERING ROOM, COVERED LANAI, PAVER DRIVEWAY, LEAD WALK AND PORCH, VENT HOOD / MICRO TO OUTSIDE, WATER SOFTENER PRE -PLUMB, (2) MEDICINE CABINETS AND STAIR RAILING. 09-210-Ia COMPLETED PLAN REVISION TO INCLUDE QREMOVED GARAGE SERVICE DOOR AND PAD, WZ' 1 Ll Ilk COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN 2A1 - MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS 1 1 - UPPER FLOOR PLAN NOTES 2B2 - UPPER FLOOR P1 AN DIMENSIONS ROOF PLAN, FLASHING DETAILS FL2 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4 UPPER ELECTRICAL TR - TRUSS STRAPPING PLAN STRUCTURAL NOTES UDA S2 - STRUCTURAL DETAILS S3 - STRUCTURAL DETAILS 1 A S4 - STRUCTURAL DETAILS S5 - STRUCTURALL DETAILS TRIM DETAILS SD - STAIR TRIM DETAILS GENERAL CONSTRUCTION NOES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRA ING5 REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F,B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE56 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPS�UM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (11 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.CR - 6TH EDITION (2011) R30210 AND TABLE R302h. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE 81023.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TN EDITION (2011) R103.1.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR03ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS H WING A 1/16 INCH HEAD OR 1/8 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THIME55 OF TEXTURED FIN15H OVER FRAM APPLICATION PPL ICATION T 0 BE TER F.B.C.R - 6TH EDITION (2011) 8103.12 AND ASTM C 926. PER F.B.C.R. 6TH EDITION (2011) R103.1.2.1 WEEP 5CREED5 SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORRO510N-RE5l5T4lNT WEEP 5GREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT_ F FLANGE OF 3I/ INCHES SHALL BE PROVIDED „T 0R BELOW THE PLATE LINEEXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL L 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 COVER AND TERMINATE THE ATTACHMENT FLANGE OF THE SGREED PER B.C.R 6TH (2011)R1031 WATER RESI I VFBARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION ON ANIS CURING PER F.B.CR 6tH EDITION (2011) 8103.1.5 08 IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 I/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOgR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT of 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES'N ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORR0510N-RE5I3TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENTRY OF 11 TER INTO THE WALL CAVITY OR PENETRATION NETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORR0510N-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.4. I WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACOS 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE65 THAN 13/8" IN THICKNESS, SOLID CORE 15.C)oR HONEYCOMB CORE STEEL DOORS NOT LE65 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS, FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RQ.,052.6 AND R90521o.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE6 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE65 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM p 226, TYPE I OR TYPE II, A51M p 4869, TYPE II OR TYPE IV OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH 5EgTION 8905.1.1, CLAY AND CONCRETE TILE (IF APPLICABLE): THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.C.R - 6TH EDITION (2011) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R - 6TH EDITION (2011) 890533 SHALL CONFOR11 WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR A51M D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA5D 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATI6,'N5 OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR C11�8 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULO9E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORR051VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES of LE56 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (lot mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED of A MIN, "26 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'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AlR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING; UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (n62 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE RIO RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABE� SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. 1'r ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-2011 ����i19t01lj� d CD V) a JOB NUMBER - CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 • DAMS BEWS DESIGN GROVP 150 STATE STR.EE f EAST OLDSMAR, FLORIDA 34677 813 .92S. 1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.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 I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. 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 ��dsl • SHEETN IL U AV Cvv• f �UL�) f f f I I S • • X 0 Loo h� N' w .2o� ®m N I 6 '-u').jm �o L �U ro30 E000 0 zP�0 JOB NUMBER - CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 • DAMS BEWS DESIGN GROVP 150 STATE STR.EE f EAST OLDSMAR, FLORIDA 34677 813 .92S. 1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.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 I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANU F. 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 ��dsl • SHEETN IL U AV Cvv• f �UL�) f f f I I S E l m 64" F=1 Li CONT. (TYP. AT LANAI) \,,, JOFI 1141 I' 11.011 I. 2'_ ' PAYER DRIVE / LEAD WALK AA 3 i 211-411 21-811 V' / /, Z 00 w� Q'(� em a ul u. tP +�am°nae • ° \ �� / N5; 811[a,,'G.G. VERIFY ACRYLIC SI all N0) 2 2 ON LANAI SON N N , Q 16I 11 r-----� -2 II 1 II II 11 8 9-2 3-41 8 00 h L J T 3'-0"x3-0" A/Gf- I I I u Y_C4 i =*'IP 0 _ T 0 4Z '!2 't PAD (SEE MECH. 2'-2" 10'-2" 1'-811 ' 11.611 WIDEN FOOTING 8" AT CONTRACTOR `p POCKET SLIDER AND FOR LOC.) I I , ELEVATION ADD (U #5 REBAR ■ RECE55 FOR POCKET SLIDER ■ \\ ■ ■ ■ ■ ■ ■ �*b- VIA v- / 2-5TORY FOOTIZ (TYR) ■ 3/4" P.V.C. 20" H. x 20" W. GONG. MONO -FTG. CONDENSATION / DRAIN BY PLUMBER W/ 3 - 5 CONT. REBAR5 e ( PROVIDE 25" MIN. LAP WHERE / SPLICED AND WIRE TOGETHER BOTT. OF FTG. SHALL BE 12" MIN. ■ �' Q / BELOW GRADE o � ■ 0 A 54 3'_611 SI 151-411 Q) ■ a N � I r I ■ � I 8" 5'-4" 6' ■ "` V' Wx12" DEEP FTG. W/ 2 - '5 CONT. ■ 811 THICKENED EDGEW.C. AT �o FDR „ROWER RECESS W/ I N0.5 BAR CONT. `" ELEVATION 0' 0' (ASSUMED) / T- SNOW'ER RECESS VALVE 351 THICK, 2500 OR 3000 P.S.I. CONCRETE ® / TILE SEAT / = - D- SLAB ON GRADE W/ 6x6 WlAxWl.4 ME514 OR -FIBER MESH OVER m ELEVATION l ) 0'-3 I/2" ABV. o= / / 6 MIL. VAPOR ON CLEAN, ■ _ _ A,WALL vBARRIER ■ WELL - COMPACTED, r r 2x6 TERMITE TREATED, Q OPT, I I OPT. I WALL L WASHED LpRYER J = �— -1 GRANULAR FILL. o /� `� ■ 6'71171 F- / I��(�1� n, ■ AIR HANDL ER SI / I _ _ — -� SINK a LINES FROM UPPER FLOOR IS' 911 e (Q// X11 W/ DISP 41 II d / i 6 PEI). u' LAV. PROVIDE WATER Z ( LINE FOR ICE MAKER4 ■ 3/4" RECE55 FOR ENTRY DR \<A� \\ 16" Wxl6" D. FTG. W/ 2 -'5 CONT. 5, (TYP. AT GARAGE) N \ \ CO ELEVATION (-) 0'-411■ 11_411 a, 31_QII — J _ `° T �-■ ' 41811 50 GAL. `p a' i SI W.N. 5'-011 31.811 811 2'-8' 2'-1" 2'-91/211 3'-51/211 i 91.011 611 cO u' d- PAVERS I J ELEVATION i PRE -PLUMB / Sl O 0'_411 1 FOR WATER SOFTENER LOOP AND � oISJ ■ N o c' i DRAIN oo ' o f- ;? i o f - ■ F3 8"x8" FTG. W/ � o i o I - 15 CONT.- (TYP. AT ENTRY) - G.J. - - ---------------- I ----------+-------- G.J. ------------- t-aT®�Y i ® I FOOTING (TYR) � ( ■ 20" H. x 1611 W. CONC. 1 K. n, MONO -FTG. W/ 2 - 15 i D CONT. REBAR5 PROVIDE 25" MIN. LAP WHERE SPLICED ® AND WIRE TOGETHER. i ■ BOTT. OF FTG. SHALL ELEVATION BE 12" MIN. BELOW GRADE (401-611 ■ ■ I I/2" RECE55 FOR GAR DR a, ® 1141 I' 11.011 I. 2'_ ' PAYER DRIVE / LEAD WALK AA 3 i 211-411 21-811 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TER` ITICIDE5, INCLUDING 501L -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 AFPII (CATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED 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 15 IN ACCORDANCE WITH RULES AND LAW ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICIULTURE AND CONSUMER SERVICES" * *1 * * * * * * * * G.C. VERIFY THAT DIEGO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * F■ INDICATES 11� ® INDICATES 215 FOOTING LEGEND; 0 12 DEEP x24 x24 GONG. FOOTING W/ (3) 15 BARS EACH WAY. P2 20" DEEP 44`44" GONG. FOOTING W/ (3)15 BARS 0 EACH WAY. G 12" DEEP x3011x301' GONG. FOOTING W/ (3)15 BARS EACH WAY. 1=4 16" DEEP x3611x3611 CONG. FOOTING W/ (3)15 BARS EACH WAY. S 12" DEEP x3011x501' GONG. FOOTING W/ 15 BARS AT 9" O.C. EACH WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (8401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N,A.v.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 5LAB ELEVATION A5 REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. � ° � 9° � e✓i' w� Q'(� 1 a O em a ul u. tP +�am°nae • ° \ �� U y-00 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TER` ITICIDE5, INCLUDING 501L -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 AFPII (CATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 155UED 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 15 IN ACCORDANCE WITH RULES AND LAW ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICIULTURE AND CONSUMER SERVICES" * *1 * * * * * * * * G.C. VERIFY THAT DIEGO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * F■ INDICATES 11� ® INDICATES 215 FOOTING LEGEND; 0 12 DEEP x24 x24 GONG. FOOTING W/ (3) 15 BARS EACH WAY. P2 20" DEEP 44`44" GONG. FOOTING W/ (3)15 BARS 0 EACH WAY. G 12" DEEP x3011x301' GONG. FOOTING W/ (3)15 BARS EACH WAY. 1=4 16" DEEP x3611x3611 CONG. FOOTING W/ (3)15 BARS EACH WAY. S 12" DEEP x3011x501' GONG. FOOTING W/ 15 BARS AT 9" O.C. EACH WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM SOIL BEARING CAPACITY OF 2000-P5F (8401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N,A.v.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF 5LAB ELEVATION A5 REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO 51TE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. a JOB NUMBER CAD FILE NAMELT 238 TB ISSUED 08-14-18 REVISED 09-26-18 e a 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAYISSEWS.COM TAMPA • DENVER. EST. 1994 ii! 111 �'' 111 111 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE INCOMPLIANCE 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 , 2 3 8 ____ e , ° TITLE ° FOUNDATION PLAN f f I f f f f f I f I u. x U y-00 N5; N0) 2 2 SON N N , 5.>:tJC4 ® U) LL 00 h L J o N O I u Y_C4 i =*'IP 0 0 4Z '!2 't a JOB NUMBER CAD FILE NAMELT 238 TB ISSUED 08-14-18 REVISED 09-26-18 e a 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAYISSEWS.COM TAMPA • DENVER. EST. 1994 ii! 111 �'' 111 111 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE INCOMPLIANCE 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 , 2 3 8 ____ e , ° TITLE ° FOUNDATION PLAN f f I f f f f f I f I OPT. AIR SWITCH FOR D15P. 5TD. BASE CABINET TEMP. GL. ENCL.— ON 42" H. LOW WALL SHIM A5 REO'D. 11-011 CASING 2x 5TUD5 (PER PLAN) 1/16° 0.5.8. BACKING 1/2" DRYWALL r s 1w SCALE: 1/2" : 14'1 T.O.M. 9'-411 AFF. T.O.M. 91_411411 AFF. AT VOLUME CEILING HATCHING INDICATES DOUBLE CO. BLOCK COURSE W/ (2) 15 IN EACH ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). MAIN FLOOR 5TRU( TIURAL. L=EC,,FND 8" K.O. BLOCK FILLED W/(U 5 BAR OVER 8" – FRE -ENGINEERED CONCRETE LINTEL FILLED VI) 5 BAR. lA – 8" K0. BLOCK FILLED WKI) 05 BAR CONT, OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL WKI)15 BAR, GROUTED SOLID. O _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W10) 05 BAR. O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" IKO. BLOCK FILLED AND REINFORCED W/(1)15 BAR ® – PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON NTT4 CONNECTORS AT BASE. O5 – PROVIDE (5) 2x4 STUDS W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. 6 – PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. O – PROVIDE (3) 26 STUDS W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. ® – PROVIDE (5) 2x6 STUDS W/ (U 51MP50N NTT4 CONNECTORS AT BASE. STRUCTURAL NOTES j ALL L VL'S TO BE Fb=2950 P51 MIN. e ALL WOOD LOAD BEARING HEADERS TO BE (2) #2 5YP 2X8 U.N.O. j o ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA TRUSSE5 1/16 0.5.5. i–BEYOND BLOOM INSULATION ATTIC ACCESS D ETAI L SCALE: 1/2" : I'-011 NOTE: C..: RECOMMENDED MASONRY CONTROL JOINT. 1 ® IN, DIGATE5 75 A INDICATES 2 15 R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALL5 R 13 (WHERE APPLICABLE) CLG. INSULATION TYPICAL MASONRY MA50NRY WALLS R 4.1 WINDOW SCHEDULE R 30 GARAGE FRAME WALLS WINDOW WIDTHS x co 2011 2111 1" 3 II 5311 J N5) WINDOW CALL -OUTS rn 2011 L IL• N 1/2 32 SN 22 51-1 32 5N Lij 0 oro o E C�, u.L 3911 13 5N 1/2 33 5N 23 51-1 33 5W +$� z of 0 J 5111 14 5H 1/2 34 SH 24 5N 34 5N 6311 0 15 5N 1/2 35 51-1 25 5W 35 5N z 12" 3� 16 5N 1/2 36 5H 26 5H 36 5N + C.C. VERIFY M45ONRY OPENING5 FOR ALL WINDOW6, Lu LuWINDOW 51ZE5 AND IN5TAL LATION MAY VARY PER O MANUFACTURE SPECIFICATION5. 0 + RENER TO FLOOR PLANS FOR STYLE OF WINDOW USED (511\16LE HUNG=54 CA5EMENT= GSMT, OR FIXED GLA55- F.C.) AT VOLUME CEILING HATCHING INDICATES DOUBLE CO. BLOCK COURSE W/ (2) 15 IN EACH ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 6TH EDITION (2011). MAIN FLOOR 5TRU( TIURAL. L=EC,,FND 8" K.O. BLOCK FILLED W/(U 5 BAR OVER 8" – FRE -ENGINEERED CONCRETE LINTEL FILLED VI) 5 BAR. lA – 8" K0. BLOCK FILLED WKI) 05 BAR CONT, OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL WKI)15 BAR, GROUTED SOLID. O _ 8" PRE-ENGINEERED CONCRETE LINTEL FILLED W10) 05 BAR. O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" IKO. BLOCK FILLED AND REINFORCED W/(1)15 BAR ® – PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON NTT4 CONNECTORS AT BASE. O5 – PROVIDE (5) 2x4 STUDS W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. 6 – PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. O – PROVIDE (3) 26 STUDS W/ (1) 51MP50N NTT4 CONNECTORS AT BASE. ® – PROVIDE (5) 2x6 STUDS W/ (U 51MP50N NTT4 CONNECTORS AT BASE. STRUCTURAL NOTES j ALL L VL'S TO BE Fb=2950 P51 MIN. e ALL WOOD LOAD BEARING HEADERS TO BE (2) #2 5YP 2X8 U.N.O. j o ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA TRUSSE5 1/16 0.5.5. i–BEYOND BLOOM INSULATION ATTIC ACCESS D ETAI L SCALE: 1/2" : I'-011 NOTE: C..: RECOMMENDED MASONRY CONTROL JOINT. 1 ® IN, DIGATE5 75 A INDICATES 2 15 R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALL5 R 13 (WHERE APPLICABLE) CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 jkx -IL G DA Ar\/ -%GE RIGHT •JOB NUMBER - • CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92S . 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -_� EST. 1994 iieIII III III 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 I 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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY now COD • TITLE • MAIN FLOOR PLAN NOTES • SHEET • 91 s • s I 3 I s I I 0 x co U ro Oo J N5) N� rn L IL• 0 0 � 1 0 oro o E C�, u.L M; N p 0�'�� +$� z of •JOB NUMBER - • CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92S . 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -_� EST. 1994 iieIII III III 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 I 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 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY now COD • TITLE • MAIN FLOOR PLAN NOTES • SHEET • 91 s • s I 3 I s I I LREFER T' SHEET 21I AIN FLOOR NOTESam E a E -hur..0 REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES jj��p II��qj] 1 111 ill'i'l SCALE: 1/4" - 11 -/All GARAGE RIGHT I' 4" 13'-411 _ ■ ■ coco ■ ■ — — — — — — — — — — — — — _ A _j r W/ o00 rn am N I t CM �., C IL 8ll all Qil QII V U N_ p- LANAI I 5- � 4w 0.- (0 12'-oll I Vll 412it 8Il 3141192M.O. _ $� ZP20 I I I I I I I I I L---� I I ■ co ■ e ■ ■ ■ ■ ■ ® ■ II ■ OWNER'S SUITE GATHERING ROOM ■ ■ V3 5' 0" 9'-10" 15' 211 N _ d' r ■ =9'o 2'-10'1 31.611 1112'-6" 2-8 Y-411— ■ 0. BATH M 0� N � I (N i DINING ROOM 21-011 I i:;Zr -0" 11_VQ11 N O I m ■ r 1 1 ■ F 1 — — I— — — I'D - LAW (� r 10° O I Lo ■ . / I_Oil 31-611 (Yl � / C� Kl IJ r I <Y 1�� � KITCHEN °' o HALF // , / \ D 5' 10" BATH ■ ■ . 0 I � 51-�II 7 31-411 3'-8" 3'-4" 2'_111 ( / 1.311 p1_a11 � PORCH ■ e ■ 2 CAR GARAGE ■ e N ■ ■ - - - - - - - - - - - - - I I I ■ I I I I I I ■ I I ( ■ ® ® 16'-0" M.O. II -all VV '11_/AIi II XXJJ 21_x11 2'-QII V 8'-8" 30'-011 REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES jj��p II��qj] 1 111 ill'i'l SCALE: 1/4" - 11 -/All GARAGE RIGHT ®JOB NUMBER CAD FILE NAME L T 2J8 TB ISSUED 08-14-18 REVISED 09-26-18 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA ° DENVER a EST. 1994 F 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAV E REVIE W ED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANOR 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 TI TLE MAIN FLOOR PLAN DIMENSIONS I t I t I I S S I x ® m U Lo ro A _j r W/ o00 rn am N I t CM �., C IL N_ p- ■la'a"E o m C0 5- � 4w 0.- (0 $� ZP20 ®JOB NUMBER CAD FILE NAME L T 2J8 TB ISSUED 08-14-18 REVISED 09-26-18 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA ° DENVER a EST. 1994 F 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAV E REVIE W ED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANOR 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 TI TLE MAIN FLOOR PLAN DIMENSIONS I t I t I I S S I a 36" H. CONTINUOU5 3/4" PLYWD. GR45PABLE 42" H. DECKING i— RAILING RAILING FLOOR 5Y5TEM BEAM LINE OF b'-811 MIN. BEAM —� 1000" HEAD CLEARANCE FLOOR (� SYSTEM TYP.) WINDOW SCHEDULE WINDOW WIDTHS x 2011 2x 5TRINGER5 3611 F —1 3011 H WINDOW CALL RAILING `t I I" NOSING (Y) r N m 4= I (TYR) LINE OF 2011 ° � I . 1818 F.G. DOOR IN I 4018 RG, I Q FOREGROUND I I {JN 4� p .. (0 2x TREADS AND Ix R15ER5 (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION 5GALE: 1/4" : 1'-0" UNDER-5TAIR PROTECTION P-NCL05ED ACCE651BLE SPACE UNDER 5TAIR5 5HALL HAVE WALL5, UNDER -STAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 112 INCH GYPSUM BOARD PER F.B.C.R. - 6TH EDITION (2011) 8302.1 AND 8302.11 5TAIR NOTE5 SEE 5HEET DTI FOR 5TANDARD 5TAIR DETAIL5 AND NOTE5, 5PECIFIGATION FOR LANDING5 AND 5TAIR CON5TRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) + ALL 5TRINGER5 TO BE 2-2x12 02 5YP. + ALL 5TRINGER5 TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH 51MP50N L5G HANGER + 5TRINGER5 RUNNING PARALLEL TO AND 5UPPORTED BY A WALL SHALL BE ATTACHED: +e AT MA5ONRY/CONC, WITH 114" DIA x 3" TAPCON5 AT 8" O.C. 5TAGGERED ALONG THE LENGTH OF THE 5TRINGER (U5E PT AT MASJCONG.). 1111 AT WOOD WITH (4) 0.131 x 31/2" NAIL5 AT EA. STUD MIN. (lo" O.C. MAX) +11 IF 5TRINGER5 ARE 5UPPORTED IN THIS WAY, LSU HANGER5 ARE NOT REQUIRED AT THE ENDS + ALL 5TRIN6ER5 SPRINGING FROM A FLAT 5URFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONG.). ATTACH FOOT TO FLOOR: 1111 AT GONG. W/ 1/4" DIA. x 3" TAPCON5 AT 12" D.C. 1111 AT WOOD ATTACH W/ 0.131 x 3 1/2" NAILS AT 8" O.G. TO TRU55/JO15T/ OR BLOCKING BELOW. 1111 ATTACH 5TRINGER TO FOOT WITH (2) 0.131 x 3 1/2" TOENAILS EA. + LANDING5 5HALL BE BUILT A5 FOLLOW5: 1111 J015T5 TO BE 26 12 5YP, MIN. AT 16" O.G. 1111 IF LANDING INCLUDES 5TRINGER 5UPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 e2 5YP WITH 2-2x4 5UPPORT 5TUD5 AT EACH END. 1111 IF LANDING 15 5UPPORTED BY A KNEEWALL, PROVIDE A 2X5 END J015T WITH (3) 0.131 x 31/2" R5. END NAIL5 AT EACH LANDING J015T, AND (2) 0.131 x 31/2" TOE NAIL5 FROM EACH J015T TO KNEEWALL TOP PLATE. +e LEDGER5 TO BE 2x8 WITH: 1111+ (4) 0.131 x 3112" NAIL5 AT EACH PASSING 5TUD AT WOOD ATTACHMENT V' O.G. MAX. +11+ 1/4" x 3" TAPCON5 AT 8" O.C. 5TAGGERED AT MA5ONRY/CONCRETE ATTACHMENT. + 1111 ATTACH T THE 5PEC F GO ATII NLI5T D ABOLEDGEVE OR M 5 OR IMWJ INIMUM5PEG5. 5 E 5T TUT ON5 OF EQUAL ORBETTER CAPACITY ARE ACCEPTABLE. 5TAIR NOTE5: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY6 SHALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A 5PAGE OF NOT L E55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. GONTINUOU5 GRA5PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TUO CRITERIA ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.C.R. - 0TH EDITION (2011). * * * * * REFER TO 5HEET 25 FOR UPPER FLOOR PLAN DIMEN51ON5 PR PA UN[ 2411 A/C EF ER TO SHEET 25 DR UPPER FLOOR 'LAN DIMEN51ON5 ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). UPPER FLOOR STRUCTURAL L EMEND ® — PROVIDE (3) 2x4 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BASE. E — PROVIDE (3) 26 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BA5E. 10 — PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROW5 OF lod NAILS AT 12" O.G. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 6TRAP5. II — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TA12 5TRAP. 12 — PROVIDE 2 -PLY 2x8 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 5TRAP. Irl■�� 0 � a lifti- + ALL LVL'5 TO BE Fb=2950 P51 MIN. ALL WOOD LOAD BEARING HEADER5 TO BE (2) e2 5YP 2X8 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENT5 NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVIGES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.5.C.R. - 0TH EDITION (2011) 83122 TRU55E5 arra TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS x 2011 2411 3611 4Q11 CJ o WINDOW CALL -OUTS Z (Y) r N m 4= H 2011 ° � I . 1818 F.G. 2018 F.6. 3018 F.G. 4018 RG, W o +>� o:�c0 :D i {JN 4� p .. (0 2411 , 1820 F.C. 2020 F.C. 3020 R(i, 4020 FHS. v O 30" 1830 5N 2030 5N 3030 5N 4030 3H 4811 p 1840 5N 2040 SN 3040 5H 4040 5N Z_ 00" 3: 1850 5W 2050 5N 3050 5N 4050 5N 1211 1800 5N 2000 5N 3000 5N 4000 5N I G.C. VERIFY MASONRY OPENING5 FOR ALL WINDOW5, to wUJNDOW 5IZE5 AND INSTALLATION MAY VARY PER MANUFACTURE 5PECIFICATION6, 0 6 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -514, CA5EMENT- C5MT, OR FIXED GLA55- F.C.) EF ER TO SHEET 25 DR UPPER FLOOR 'LAN DIMEN51ON5 ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). UPPER FLOOR STRUCTURAL L EMEND ® — PROVIDE (3) 2x4 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BASE. E — PROVIDE (3) 26 5TUD5 W/ (1)51MP50N NTT4 CONNECTORS AT BA5E. 10 — PROVIDE 2 -PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROW5 OF lod NAILS AT 12" O.G. FROM EACH FACE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (2) 51MP50N M5TA30 6TRAP5. II — PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TA12 5TRAP. 12 — PROVIDE 2 -PLY 2x8 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 51MP50N L5TA12 5TRAP. Irl■�� 0 � a lifti- + ALL LVL'5 TO BE Fb=2950 P51 MIN. ALL WOOD LOAD BEARING HEADER5 TO BE (2) e2 5YP 2X8 UN.O. ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENT5 NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 6TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVIGES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.5.C.R. - 0TH EDITION (2011) 83122 TRU55E5 arra x U ro Lo o N' (Y) r N m 4= ° � I . co 12 to o +>� o:�c0 i {JN 4� p .. (0 +� z ° ®JOB NUMBER- • CAD FILE NAME L T 2J8 TB ISSUED 08-14-18 REVISED 09-26-18 ° y DAVIS SEWS DESIGN GROUP 150 STATE STREET FAST OLDSMAfi, FLORIDA 34b77 813. 925.1300 TEL 813 .925 - 1800 FAX W W W.DAVISBEWS-COl'v1 TAMPA •DENVER EST. 1994 t I, vvu�r-1 I Ivl T ATTIC ACCESS DETAIL. 6c4E:1/ fit !i® 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 I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2011). THE ENGINEER HAS NOT REVIEWEDTHE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY momLjLjQJCOD)IL 'NJ TITLE UPPER FLOOR PLAN NOTES —I SHEET UPPER FLOOR PLIAN NOTES G 1) A 2B1 Ar\mGE RIGHT f s I I I I I t I I t I REFER TO SHEET 216111FOR UPPER FLOOR PLAN NOTES 5 mla-somal 1 0 01613 ... illwm SCALE: 114" - I'_011 GARAGERIGHT' °JOB NUMBER CAD FILE NAME LT 238 TB ISSUED 08-14-18 REVISED 09-26-18 ° DAMS BEATS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -_-_---� EST. 1994 (�� 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 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 mom CD I IL TITLE ° UPPER FLOOR PLAN DIMENSIONS I s S s I f s s s I t X ro U too -1 W N� >>jM ® LL • � 0 J � O � CO EV LL t 0) 0_ O p �P Z r °JOB NUMBER CAD FILE NAME LT 238 TB ISSUED 08-14-18 REVISED 09-26-18 ° DAMS BEATS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -_-_---� EST. 1994 (�� 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 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 mom CD I IL TITLE ° UPPER FLOOR PLAN DIMENSIONS I s S s I f s s s I t LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0,43 SQ. FT. X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 -------------------- HALF \4:12E --------- HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ, IN.ACTUAL SOFFIT VENTILATION = 232.80 SQ. IN.4:12 1 t N—i ------------L-------- -----------' PLT. HT. 12 SECOND FF. LINE 4L--- cO T.OM, _ MAIN Fr'. LINE y� 6:12 vLu1J P- 0:12 (L ` —r w a r �e UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. X 144 = 612 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. ACTUAL SOFFIT VENTILATION = 649.90 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS SCALE: 1/6' = 1'-0" 12 12 o 0 12 /5PINGL E a6 ROOF �0 PLT. NT. TEMP. /STUCCO FINISH 12 � a6 L SHINGLE ROOF _ SECOND F.F. LINE T.O.M. _ /TEXTURED 0 /TEXTURED - FINISN� 9 9 FIN15H CIO C �l �l - _ OldMAIN FF. LINE go GRADE LINE-� (ASSUMED) LEFT ELEVATI01 N SCALE: I/8" = I'-011 WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SPALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 0TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R. - 6TH EDITION (2011) R3I22 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: TH15 DETAIL SNOWS THE TYPICAL THICKNESS o w OF ALL RAISED TEXTURED FINISH BANDING cz rr AND SAND FIN15PED KEYSTONES (WHERE W } APPLICABLE) IF THICKNESS IS TO BE F_ DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 4TH 3/411 EDITION (2011) 8103.1.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.CR - 0TH EDITION (2011) 8103.12 AND ASTM C T6. TYP+ CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" Q 12 12 o� /SHINGLE �6 ROOF PLT. NT._ PLT. HT. ZSTUGGO FINI5N7 12 SECOND FF. LINE 4F- a4 f SHINGLE _SECOND F.F. LINE TON, _ ROOF T.O.M. cO TEXTURED = ■ ■ FINISH TEXTURED ro@ -� @ FINISH 6' MAIN FF. LINE _I I j TEMP. MAIN FF. LINE GRADE LINE -� (ASSUMED) F! 1 jow�mm I Vm I k SCALE: 1/8" = I'-0" PLT. HT. 4" BANDING — (TYP.) 1'41 W. x 5' 0" P DECORATIVE FIXED SHUTTER 5EGOND FF. LINE T,OM. 6" BANDING 4" BANDING —� TEXTURED --__ FINISH MAIN FF. LINE GIRDER o12 TRUSS �� GIRDER12 TRUSS e� 12 0� /SHINGLE ROOF 12 12 a0 SHINGLE �0 ROOF 11 1 1� 4" BANDING (TYP.) 12 1'-0" BANDING 4" BANDING G�II STUCCO FINISH SHINGLE ROOF-7- SCALE: I/8" = 1'-0" G.C. VERIFY ALUMINUM OVER 2x0 SUB -FASCIA (TYPICAL) -� STUCCO FIN15P /SHINGLE ROOF 6" BANDING 12 a 6 GIRDER TRUSS ❑❑n❑❑ono �a4 GONG. LINTEL a a ¢a+ Q:c0 _1n Q• (D N a t °a 10`•1411 1 �® j 6:12 n y� DAVIS BENS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS or `o t\ Jdo F— 813.925.1300 TEL OF NET FREE AREA PER VENT. SECOND FF. LINE TAMPA ° DENVER. EST. 1994 ON T.OM. I —COACH I `fie FINISH I 'S i N co 1 G tib ql�6:12 SADDLE CO = h 2 J V h0 � I --------------- --- o�co 1 u.L_o, .c =*'cN4w 0o 4e L_ U) I ;? 7) 0 I 0:12 -- 1 1 __________�___d� I Q 1 GARAGE ROOF I I VENT REQUIREMENTS VENTILATION CALCULATIONS TYP i i ATTIC AREA = 408 SQ. FT, / 300 = 1.36 SQ. FT, OVERHANG I I X 144 =196 SQ. IN. AT NIP i �e tiio HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. ISO # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. I I ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. AAROOF PLAN SCALE: 1/6' = 1'-0" 12 12 o 0 12 /5PINGL E a6 ROOF �0 PLT. NT. TEMP. /STUCCO FINISH 12 � a6 L SHINGLE ROOF _ SECOND F.F. LINE T.O.M. _ /TEXTURED 0 /TEXTURED - FINISN� 9 9 FIN15H CIO C �l �l - _ OldMAIN FF. LINE go GRADE LINE-� (ASSUMED) LEFT ELEVATI01 N SCALE: I/8" = I'-011 WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SPALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.CR - 0TH EDITION (2011) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.C.R. - 6TH EDITION (2011) R3I22 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: TH15 DETAIL SNOWS THE TYPICAL THICKNESS o w OF ALL RAISED TEXTURED FINISH BANDING cz rr AND SAND FIN15PED KEYSTONES (WHERE W } APPLICABLE) IF THICKNESS IS TO BE F_ DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 4TH 3/411 EDITION (2011) 8103.1.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.CR - 0TH EDITION (2011) 8103.12 AND ASTM C T6. TYP+ CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" Q 12 12 o� /SHINGLE �6 ROOF PLT. NT._ PLT. HT. ZSTUGGO FINI5N7 12 SECOND FF. LINE 4F- a4 f SHINGLE _SECOND F.F. LINE TON, _ ROOF T.O.M. cO TEXTURED = ■ ■ FINISH TEXTURED ro@ -� @ FINISH 6' MAIN FF. LINE _I I j TEMP. MAIN FF. LINE GRADE LINE -� (ASSUMED) F! 1 jow�mm I Vm I k SCALE: 1/8" = I'-0" PLT. HT. 4" BANDING — (TYP.) 1'41 W. x 5' 0" P DECORATIVE FIXED SHUTTER 5EGOND FF. LINE T,OM. 6" BANDING 4" BANDING —� TEXTURED --__ FINISH MAIN FF. LINE GIRDER o12 TRUSS �� GIRDER12 TRUSS e� 12 0� /SHINGLE ROOF 12 12 a0 SHINGLE �0 ROOF 11 1 1� 4" BANDING (TYP.) 12 1'-0" BANDING 4" BANDING G�II STUCCO FINISH SHINGLE ROOF-7- SCALE: I/8" = 1'-0" G.C. VERIFY ALUMINUM OVER 2x0 SUB -FASCIA (TYPICAL) -� STUCCO FIN15P /SHINGLE ROOF 6" BANDING 12 a 6 GIRDER TRUSS ❑❑n❑❑ono �a4 GONG. LINTEL a a ¢a+ Q:c0 _1n Q• (D N a t °a 10`•1411 1 �® SCALE: 1/4" : 14" 12 SHINGLE 12 0 2 ROOF 6�_,- /SHINGLE 0 12 ROOF PLT. HT_ _ _ - _ PLT. HT. STUCCO ■ ■ ■ F1116H0 I� LSHINGLE 81 SECOND FF. LINE_ ROOF SECOND FF. LINE _ eO T.O.M. r0" ❑❑ — �TFxruRED FINISH1IL----jIu 11 -� Q MAIN FF, LINE MAIN FF. LINE - - - --r- - - - - - GRADE LINE (ASSUMED) 12 a 6 PLT. HT. /STUCCO cp FINISH 7 �l 8" 12 4 SECOND FF. LINE - - = T.O.M. c9 /TEXTURED FINISH � MAIN F.F. LINE L L RIGHT ELEVATION INCLUIDED ELEVATION GARAGE RIGHT PLT. PT, 1'-4" W. x 5'-0" H. x 0 DECORATIVE DAVIS BENS FIXED SHUTTER or `o t\ Jdo F— 813.925.1300 TEL 813.925.1800 FAX SECOND FF. LINE TAMPA ° DENVER. EST. 1994 ON T.OM. I —COACH LIGHT I -TEXTURED 4 FINISH SCALE: 1/4" : 14" 12 SHINGLE 12 0 2 ROOF 6�_,- /SHINGLE 0 12 ROOF PLT. HT_ _ _ - _ PLT. HT. STUCCO ■ ■ ■ F1116H0 I� LSHINGLE 81 SECOND FF. LINE_ ROOF SECOND FF. LINE _ eO T.O.M. r0" ❑❑ — �TFxruRED FINISH1IL----jIu 11 -� Q MAIN FF, LINE MAIN FF. LINE - - - --r- - - - - - GRADE LINE (ASSUMED) 12 a 6 PLT. HT. /STUCCO cp FINISH 7 �l 8" 12 4 SECOND FF. LINE - - = T.O.M. c9 /TEXTURED FINISH � MAIN F.F. LINE L L RIGHT ELEVATION INCLUIDED ELEVATION GARAGE RIGHT +JOB NUMBER — • CAD FILE NAME LT 2J8 TB ISSUED 08-14-18 REVISED 09-26-18 x 0 DAVIS BENS U ro too or t\ Jdo OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX NI h TAMPA ° DENVER. EST. 1994 ON ® m N a) I �es 'S i N co ® O IL CO = h 2 J V h0 o�co 1 u.L_o, .c =*'cN4w 0o L_ U) 41 ;? 7) 0 +JOB NUMBER — • CAD FILE NAME LT 2J8 TB ISSUED 08-14-18 REVISED 09-26-18 5P11IIs III III III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. 452683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (1011). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MAN UF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SU PPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (D r e% I w j 1 rn kj 4< Lie ° a ° 2 138 a f s f f f f f f s Y DAVIS BENS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA ° DENVER. EST. 1994 5P11IIs III III III VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. 452683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL GTH EDITION (1011). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MAN UF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SU PPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY (D r e% I w j 1 rn kj 4< Lie ° a ° 2 138 a f s f f f f f f s BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL JI- IVIA I CKIAL I'!=M VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. JM. DRIP EDGE FASCIA TED ALUM. SOFFIT =ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM ODER OPTION - A SEE NOTE #2 \ y WALL SHEATHING )DEN )ING SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE - (ASSEMBLED FLASHING WINDOW) HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER Falllll� / v DO NOT FLASH OVER BOTTOM NAILING FLANGE 2 PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR _ AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" / 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND 411,1i RUBBER MEMBRANE BEYOND CAULK/SEALANT OR SOLDER BETWEEN PAN FLASHING i AND DECK FLASHING. I EXTERIOR FINISH i PER BUILDER -7 WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �F9Ty FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr 6P SILL PLATE (SEE DETAIL B LIF OR OPTIONS) WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Lgo 2X EXT WALL FLASHING TO EXTEND 36" I SHEATHING W/ I BUILDING WRAP BEYOND FLASHING. STUCCO STOP ,,--WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL romw ,� . ,► • EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH 2017 F13CR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 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 PUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 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 FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT 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 INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. • JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED •oil 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813. 925.1800 FAX W W W.DAVISB£WS.COM TAMPA • DENVER EST. 1994 �`- N.7.S. f t t t t t 3 S f i x r00 �o"" Looo co INF) a U) LmM • n°LLLD 0 0 ro= �U '� h .-E `0 c o u.Y_�, to`00 t_j_0 N� 4J z c\j • JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED 01-05-18 REVISED •oil 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 .925.1300 TEL 813. 925.1800 FAX W W W.DAVISB£WS.COM TAMPA • DENVER EST. 1994 �`- N.7.S. f t t t t t 3 S f i "YEATHING XTURE DISH COAT OWN COAT RATCH COAT LF—FURRING LATH IO LAYERS WRB :EP SCREED RMINATE SELF HESIVE FLASHING LOWER NOSE OF N.W.S. LF ADHESIVE %SHING ,SONRY BLOCK kLL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW %A/AI I CIJCA-rUlkl/? ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING 6 �I I DIVERTER FLASHING DRIP EDGE �c FASCIA / / / SELF -ADHERED FLASHING kNGE FIGURE 1: FLASHING INSTALLATION WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \ SEAL TOPS OF---_ JOISTS UNDER DECKING (SEE DETAIL WP07) Z— DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SSU�BF�LO�OR ® RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO MECHANICALLY FASTEN IF NEEDED IN CORNERS RUBBERIZED ASPHALT RUBBERIZED ADHESIVE r In S0 INSTALL SELF -ADHERED SPECIFICATIONS ASPHALT ADHESIVE BE APPLIED UNDER THRESHOLD OF FLASHING JAMB &HEAD THROUGH SELF -ADHERED DOOR AND RETURN UP JAMB 6". USE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY LOCATIONS)if FLASHING, SEE FLASHING SELF -ADHERED FLASHING i1 LIQUID NAIL BRAND OR EQUAL N_ _ FLANGED WINDOW (SEE 7 > N WEATHER PROOF CAULKING 0 6 co LL• DETAIL WP01) SCORED OJ CO RELEASE PAPER ro�N c —J � SELF -ADHERED FLASHING, Lo 000� ` �� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) ni SELF -ADHERED --' FLASHING SEAL TOPS OF JOISTS UNDER DECKING (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 EXTERIOR DOOR WITH DECK INSIDE CORNER CONT. GALV. "L" FLASHING PER rTXTURED, PAINTED MANUFACTURES r In S0 TER. WALL FINISH SPECIFICATIONS ROOF CRICKET: JO _j co 0) MIN: 3:12 SLOPE CRICKET AS SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY LOCATIONS)if PLASTER STOP BEAUTY STRIP ROOF SHINGLE OVER TEXTURED, PAINTED EXTERIOR WALL FINISH '. HOLD EXTERIOR ,,_ ri FINISH 2" ABOVE ° ROOF FLASHING CAULKING S� 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 FLASHING W/ Ti CONT. GALV. "L' FLASHING PER MANUFACTURE,' SPECIFICATION; OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER - MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �E CONTRACT R`0 TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL ROOF °EOK Fqs� p✓, �,0lFso % ti 00F Y�<<o ° 9,QFgpO% 97, TO RAKE METAL DRIP EDGE TO BE OVER UNDERLAYMENT AT GABLE ENDS EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE SAVE 7" PIECES TO USE IN 5TH COURSE ° I METAL DRIP EDGE TO BE UNDER cl UNDERLAYMENTAT ROOF EAVES ROOF °EOE �i SO /PO 51N Go N GOURS� 3RD OOVRS OVRSE \ SE \ 2 ,sicO 22' 29„ 5' EAVES 2' 7. FIRST STARTER SHINGLE / EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED FI 3 *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK _VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH kDHERED FLASHING • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED • a 150 STATE STREET EAST OLDWAR, FLORIDA 31677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 SHEET ' s s I t / s x m ro r In S0 JO _j co 0) o U) i1 N_ _ 7 > N 0 6 co LL• co U V ti OJ CO [-Y Orn ro�N c —J � Lo 000� 41 Z `01 • JOB NUMBER 27002.000 • CAD FILE NAME FL ISSUED 01-05-18 REVISED • a 150 STATE STREET EAST OLDWAR, FLORIDA 31677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 SHEET ' s s I t / s DOUBLE BULB FLOOD LIGHT W/ MOTION < ■ ■ _ — — — — — — — — — — — — — — — — — ■ ■ I ROUGH -IN W.P.I W.P.LANAI FOR OPT, GE.I. L — — — I GE.I. FAN/LIGHT ■ ■ A/C ■ ■ ■ ■ ■ ■ ■ ■ pISCGNN. / SD I I SD LIVING ROOM I I cM = WALL MOUNT ROUGH -IN FOROPT '�e FANLIGHT �/ �% G.G. VERIFY ELECTRICAL ■ T AND BLOCKING REQUIREMENTS AND \ HEIGHTS FOR PLASMA TV. OWNER'S SUITE 0 � HORIL 0 EWN R'S BAT � "' MAKE-UP ■ LIGHTS I I ■ W.P. CH AA, \LIGHT F F----� GP 17 I I— 226—v. L - ° ®LAUN. GE.I. CM SD HORIZ. MAKE-UP I GE.I.-Q" LIGHTS I PANEL / // PENDANT / HALF BATH D / (VERIFY / LOCATION) UP TO / FAN/ LIGHT ■ UP TO / CAN LIGHTS PENDANT o (VERIFY q LOCATION) �— —� 11 i ► tZliflolu'. KITCHEN x�6, �,O✓ GE.I. \ GE.I. (VERIFY) PORCH . — — G.F.I. I I AT 48" L J I _� o■ GF.I. I 3 a / I AT 46" PUSHBUTTON FOR ( LIGHT AND SWITCH I — / I GF.i. GD. OPENER I` IN ATTIC— � ■ I G.C. VERIFY ALL \ SMOKE DETECTORS TO BE PARD -WIRED \ ■ -- METER G.C. VERIFY: LOCATION OF DISPOSAL GRI. ly ■ OUTLET 15 UNDER SINK I MAIN [)ISG. CABINET i�-- IGE.I. K o m G.F.I. OUTLET +14" ■ VENT HOOD AND MICRO TO EXTERIOR n ■ L--=--� ■ Z CAR GARAGE ■ GE.I. FIXTURE 150 AMP. ELEC. ELEC. CLG, GE.I.OUTLET PANEL METER FOR GD. OPENER W.P. G.F.I. FOR ° ® T.U.G. SERVICE I 1 I ■ GE.I. I AT 48" I ! _'T COACH LIGHT GE.I.■ AT 48" IRRIG. coAcu LIGHT K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K P WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR �@E 220 VOLT OUTLET I WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Ip DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ. RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so c SMOKE / CARBON MONO, COM50 DETECTOR (ARC -FAULT) { Q TELEPHONE (OPTIONAL) ,v, TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) <\u7 ROUGH -IN FOR OPT, CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GE.I.) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOYE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL, REQUIRE A COMBINATION TYPE AE.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GE.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 10, N.E.C. 2014, F.B.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FO55IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL WAVE AN OPERATIONALCARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPIW PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 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. MAIN DISCONNECT METER COMBO - SQUARE D REFER TO FLOOR i PLAN FOR NOTED MAIN [)ISG. AMPS. REQUIRE[) UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC TYP. _ 14 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL X10 COPPER TO WATER HEATER 'a COPPER TO RANGE $4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TOi BE BONDED TO FOOTING STEEI! NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROY151oN6 OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ®JOB NUMBER ®- CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 DAVIS SEWS DESIGN GR©iVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92S . 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 11ASHEET IVIAIiR\j' FLOOR ELECTRICAL PLAN..�, 4 GARfnGE RIGHT s s S s S s I s s s i i yup i K o m Lo U 60 -1 0 ND 4 0 � m ?=J0 U) IL IL • L. �o h � J -0 h s =*'w 0 Or p Z��� ®JOB NUMBER ®- CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 DAVIS SEWS DESIGN GR©iVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92S . 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 11ASHEET IVIAIiR\j' FLOOR ELECTRICAL PLAN..�, 4 GARfnGE RIGHT s s S s S s I s s s HORIZ. MAKE-UP LIGHTS ELECTRICAL T- 0 FU5H5UTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) s� c SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) I -Q TELEPHONE (OPTIONAL) 3 TELEV15ION (OPTIONAL) (r THEW05TAT Z ELECTRIC METER -s- ELECTRIC PANEL —-j 015CONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OFT. CEILING FAN v J </> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND IN5TALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) A$ INDICATED ON PLANS OR A$ ITEM N0.4 AND 5 5ELOW INDICATES. 2. UNLE55 OTHERW15E INDICATED, IN5TALL 6WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHT5 ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLE55 ABV COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SNALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND IN5TALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOM5, DINING ROOMS, LIVING ROOMS, PARLORS, LI5RARIE5, DENS, SUNROOMS, RECREATION ROOMS, CL05ET5, HALLWAY5, UTILITY ROOMS AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLE5 LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GRI) 6. IT 15 THE RE5PON5151LITY OF THE LICEN5ED ELECTRICIM TO ENSURE THAT ALL ELECTRICAL WOW 16 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2014, F.5.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARD, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR IN5TALLED WITHIN 10 FEET OF EACH ROOM U5ED FOR SLEEPING PURPOSES, S. ALARMS 5HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10 DUPLEX CONVENIENCE OUTLET { DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR U�� 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH ID DIMMER SWITCH # CEILING MOUNTED INCANDESCENT LIGHT FIXTURE H)- WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECE65ED INCANDE5CENT LIGHT FIXTURE #p. c LIGHT FIXTURE WITH PULL CHAIN g ® ° TRACK LIGHT r FLUORESCENT LIGHT FIXTURE g EXHAUST FAN m = O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) 0 FU5H5UTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR (ARC -FAULT) s� c SMOKE / CARBON MONO, COMBO DETECTOR (ARC -FAULT) I -Q TELEPHONE (OPTIONAL) 3 TELEV15ION (OPTIONAL) (r THEW05TAT Z ELECTRIC METER -s- ELECTRIC PANEL —-j 015CONNECT SWITCH ® SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OFT. CEILING FAN v J </> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND IN5TALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) A$ INDICATED ON PLANS OR A$ ITEM N0.4 AND 5 5ELOW INDICATES. 2. UNLE55 OTHERW15E INDICATED, IN5TALL 6WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHT5 ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLE55 ABV COUNTERTOP) TELEV16ION... 14" 3. ALL SMOKE DETECTORS SNALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND IN5TALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOM5, DINING ROOMS, LIVING ROOMS, PARLORS, LI5RARIE5, DENS, SUNROOMS, RECREATION ROOMS, CL05ET5, HALLWAY5, UTILITY ROOMS AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLE5 LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.C.I. PROTECTED (GRI) 6. IT 15 THE RE5PON5151LITY OF THE LICEN5ED ELECTRICIM TO ENSURE THAT ALL ELECTRICAL WOW 16 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2014, F.5.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARD, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR IN5TALLED WITHIN 10 FEET OF EACH ROOM U5ED FOR SLEEPING PURPOSES, S. ALARMS 5HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10 x U�� J �0) N' 0) O rn cq cl) ®® .0 a) -, >>_O g ® ° aj ro� h m = O _0 L- � 0 L_ o ° JOB NUMBER — CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 0 y DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA ° DENVER —a EST. 1994 � 2138 0 TITLE ' UPPER FLOOR ELECTRICAL PLAN I I 1 im, -0, 1 q I ����I9i911I�1 6IMP60N 5ET-XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 5IMP50N METAIS-40 - (8) IOd x I-112" (TYP. FRAME TO MASONRY) DESIGN GROVP e bq• wCO W _y °° _ • /r r O • � st b _ SIMPSON M5TAM24 - (9) IIDd w/ (5)1/4" x 2 I/4" TITEN (TYP. LIJ TAMPA •DENVER Q B u 13 5IMP50N MT512 - fl4) 11/2" (TYP. 5YP FRAME TO FRAME O 5IMP50N LTT205 - (10)-10d + 112" x IID" A.B (TYP. FRAME TO FRAMING FASTENER CAPACITY LE6END O 51MP5ON MT6116, 20 - (1)10d w/ (4)1/4" x 2 1/4" TITEN (TYP. II 51MP50N NGT -3 (3 ply member) - (2) 3/4" DIA. A.B.+ (16)104 FRAME TO MA50NRY) EMBED A.B. INTO MA50NRY K0. BLOCK 12" (MIN) 5ET 5005 IN O2 A.B. INTO MASONRY K.O. BLOCK 12" (MIN) 5ET BOLTS IN 51MP50N 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY 51MP5ON M5TGMbP W! (20)-16d 51NKER5 AND (14)1/4" x 2 1/4" TITEN 2 SGREW5 NOTE5: I. TRU55E5 ARE 5NOWN A5 PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CON5TRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING L15TED. 2. CAPACITIE5 ARE A5 PER 51MP6ON STRONG -TIE CATALOG (C -C-2011), AND ARE PROVIDED FOR REFERENCE. 5EE MANUF. FOR OFFICIAL CAPACITIE5 AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLU5TRATION PURP05E5 ONLY, TRU55 MANUFACTURER TO PROVIDE 5EPARATE LAYOUT AND TRU55 COMPONENT DE51GN 51GNED AND SEALED BY A FLORIDA REGISTERED PROFE5510NAL ENGINEER TRU55 DEQ GN NOTF, ADDITIONAL DELEGATED TRU55 MANUFACTURER'S IN5TRUCTION5 MAY BE FOUND ON SHEET N -I AND 5HALL,BE COMPLIED WITH IN FULL. UNLE55 NOTED ®THERlU E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTION5 TO BE 5IMP50N META20 IAT EACH TRU55) W/ (0)10d >V 1-1/2" (UN.O.) 2: ALL TWO 5TORY MA50NRY TO TRU55 CONNECTION5 TO BE 51MP50N HETA20 (32" O.C. MAX.) W/ (9)10d x 1.11,2" 1==5EE 5TRUGTURAL 5HEET5 FOR ADDITIONAL 5TRAPPING REQUIRED") (UN.O.) 3. ALL FRAME TO TRU55 GONECTION5 TO BE 51MP60N ROA W/ (10) 10d x 1-1/2" OR 5IMP50N HTS20 W! (2 )10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT 5EGOND FLOOR FRAMt TO FIR5T FLOOR MA50NRY WALL GONNECTION5 A 6IMP50N M5TCM60 MAY t E 51,1155TITUTED FOR ANY NTT4 CALLOUT WHERE THE M5TGM60 CAN BE IN5TALLED PER MANUFACTURER'S 3PEGIFIGATION5 FOR FULL CAPACITY 5PECIPICATION FOR L-ED�3FHRC? (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - 2x4 PT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (Io" O.G. MAX.) SET AT 5HEATHINCa LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNC). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU5� 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN 'LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 SIMPSON HU/NUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W1 (4) SIMPSON 51)525,oOO SCREWS AT EA. STUD (lo'I O.G. MAXJ W1 51MPSON HU/HUC28 AT FACE ATTACHMENT OR HT51ro AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNC). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA- x 8" A.B. AT 12" O.C. STAGGERED UJ/ SIMPSON H4 MIN, OR EQUAL AT TOP CHORD BEARING OR 6IMF30N 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 W1 5/8" DIA. x S" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY u1ALL. A TRUSS 513TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLES5 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W1 (4) SIMPSON 5DS25ro00 SCREWS AT EA. STUD (lo" O.C. MAX.) U1/ SIMPSON HU/NUC28 AT FACE ATTACHMENT OR HT510 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, NOTE: AT LEDGERS C ORD HU/NUC28-2 OR HU/NUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. o-� 6IMP60N 5ET-XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 5IMP50N METAIS-40 - (8) IOd x I-112" (TYP. FRAME TO MASONRY) DESIGN GROVP • 12 5IMP50N HIOA - (18)10d X 1 1/2" (TYP. 5YP FRAME) O SIMPSON M5TAM24 - (9) IIDd w/ (5)1/4" x 2 I/4" TITEN (TYP. W W W.DAVLSBEWS.COM TAMPA •DENVER FRAME TO MA5ONRY 13 5IMP50N MT512 - fl4) 11/2" (TYP. 5YP FRAME TO FRAME O 5IMP50N LTT205 - (10)-10d + 112" x IID" A.B (TYP. FRAME TO ALL-AROUND) MA5/FRM ALL-AROUND) 14 5IMP50N L5TA18 - (14)10d (TYP. FRAME TO FRAME) ® 5IMP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO MASONRY ALL-AROUND) 15 51MP5ON HT520 - (24)10d 1112" or (20)10d (TYP. 5YP FRAME TO O 6IMP50N NTT4 - (1) 5/S" dia. A.B. + I04d BOLT IN 5IMP50N FRAME ALL-AROUND) 5ET-XP EPDXY. EMBED AB. 5" (MIN.) INTO CONCRETE (TYP. to SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) Lm 5YP FRAME TO CONCRETE) 0 5IMP50N NTT4 - (1) 5/S" DIA. ATR + (10)16D. EMBED A.B. INTO 1 I (2) 51MP30N MT518 - (14)10d 11/2" AT EA. 5TR4P (TYP. 5YP FRAME TO MASONRY K.O. BLOCK 1" (MIN) INTO MA50NRY K.O. BLOCK WITH FRAME) 5IMP50N SET -XP EPDXY. (TYP. 5YP FRAME TO MASONRY 18 (2) 5IMP50N HT520 - (24)10d 1112'1 AT EA. STRAP (TYP. 5YP FRAME 51MP30N NTT4 - (1) 5/8" DIA. ATR + (18)161). EMBED A.B. INTO TO FRAME) MA50NRY CO. BLOCK 12" (MIN) INTO MA50NRY K0. BLOCK WITH 19 51MP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 5IMP50N 5ET-XP EPDXY. (TYP. 5YP FRAME TO MA5ONRY) O 6IMP50N MGT - (1) 5/8 DIA. ATR. + 22-I0d. EMBED ATR 12" (MIN) INTO 2� (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5.Y.P. FRAME MASONRY K.O. BLOCK WITH 51MP50N 5ET-XP EPDXY. (TYP TO FRAME) 2 -PLY TRU55 HEEL TO MASONRY) 21 (4) 5IMP50N HT520 - (24) IIDd 11/2" AT EA. STRAP (TYP. SYP FRAME 51MPSON LGT3-5D5 2.5 (12)1/4" x 3" 5D5 AND (4) 3/8" x 5" TITEN TO FRAME ALL-AROUND) ND INTO WALL WITH MGT A5 DE5CRI5ED IN CONNECTION 1 (TYP. 22 SEE GABLE END DETAIL ENGINEER DETAIL PAGES FOR 3 -PLY TRU55 HEEL MASONRY) ® SIMPSON MSTAM 36 - (4)1/4" x 2 1/4" TITEN TO BLOCK AND 1-10d 23 5EE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGE5 TO FRAME 9 O 5IMP50N HTT5KT - (1)5/8" DIA. A.B.+ 26-51) IID" x 2 1/2" BOLT IN24 6IMP50N HTSM16 - (0)10d x 11/2" w/ (4)1/4" x 2 1/4" TITEN 2 (TYP. 5YP 5IMP50N 5ET-XP EPDXY. EMBED A.5.5" (MIN) INTO CONCRETE (TYP. FRAME TO MA50NRY ALL-AROUND) 5YP FRAME TO CONCRETE) 25 51MP60N M5TGM40 W! (14)-16d 51NKER5 AND (10)1/4" x 2 1/4" TITEN 2 io SIMP50N NGT -2 (2 ply member) -(2)3/4" DIA. A.B. + I6 -10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" (MIN) 5ET BOLTS IN 51MP50N 5ET-XP EPDXY. (TYP 5.Y.P. FRAME TO MASONRY 51MP5ON M5TGMbP W! (20)-16d 51NKER5 AND (14)1/4" x 2 1/4" TITEN 2 SGREW5 NOTE5: I. TRU55E5 ARE 5NOWN A5 PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CON5TRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING L15TED. 2. CAPACITIE5 ARE A5 PER 51MP6ON STRONG -TIE CATALOG (C -C-2011), AND ARE PROVIDED FOR REFERENCE. 5EE MANUF. FOR OFFICIAL CAPACITIE5 AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLU5TRATION PURP05E5 ONLY, TRU55 MANUFACTURER TO PROVIDE 5EPARATE LAYOUT AND TRU55 COMPONENT DE51GN 51GNED AND SEALED BY A FLORIDA REGISTERED PROFE5510NAL ENGINEER TRU55 DEQ GN NOTF, ADDITIONAL DELEGATED TRU55 MANUFACTURER'S IN5TRUCTION5 MAY BE FOUND ON SHEET N -I AND 5HALL,BE COMPLIED WITH IN FULL. UNLE55 NOTED ®THERlU E: I: ALL ONE STORY MA50NRY TO TRU55 CONNECTION5 TO BE 5IMP50N META20 IAT EACH TRU55) W/ (0)10d >V 1-1/2" (UN.O.) 2: ALL TWO 5TORY MA50NRY TO TRU55 CONNECTION5 TO BE 51MP50N HETA20 (32" O.C. MAX.) W/ (9)10d x 1.11,2" 1==5EE 5TRUGTURAL 5HEET5 FOR ADDITIONAL 5TRAPPING REQUIRED") (UN.O.) 3. ALL FRAME TO TRU55 GONECTION5 TO BE 51MP60N ROA W/ (10) 10d x 1-1/2" OR 5IMP50N HTS20 W! (2 )10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT 5EGOND FLOOR FRAMt TO FIR5T FLOOR MA50NRY WALL GONNECTION5 A 6IMP50N M5TCM60 MAY t E 51,1155TITUTED FOR ANY NTT4 CALLOUT WHERE THE M5TGM60 CAN BE IN5TALLED PER MANUFACTURER'S 3PEGIFIGATION5 FOR FULL CAPACITY 5PECIPICATION FOR L-ED�3FHRC? (THE FOLLOWING SHALL APPLY U.N.O.) LEDGER A (LA) - 2x4 PT UJ/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (Io" O.G. MAX.) SET AT 5HEATHINCa LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNC). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU5� 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN 'LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 SIMPSON HU/NUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W1 (4) SIMPSON 51)525,oOO SCREWS AT EA. STUD (lo'I O.G. MAXJ W1 51MPSON HU/HUC28 AT FACE ATTACHMENT OR HT51ro AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNC). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA- x 8" A.B. AT 12" O.C. STAGGERED UJ/ SIMPSON H4 MIN, OR EQUAL AT TOP CHORD BEARING OR 6IMF30N 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 W1 5/8" DIA. x S" A.B. AT 24" O.G. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY u1ALL. A TRUSS 513TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLES5 THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W1 (4) SIMPSON 5DS25ro00 SCREWS AT EA. STUD (lo" O.C. MAX.) U1/ SIMPSON HU/NUC28 AT FACE ATTACHMENT OR HT510 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE, NOTE: AT LEDGERS C ORD HU/NUC28-2 OR HU/NUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY U.N.O. o-� ®J08 NUMBER - • CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 • �1��T I S B Ei�VS • DESIGN GROVP • OLDSIW'+R, FLORIDA 34677 813.925.1300 TEL • W W W.DAVLSBEWS.COM TAMPA •DENVER • x W U ro J �� �AN V/ 0000) .� rn m i 'tm J N LM Lm LL 0 cu = r• �®o i co jL-=0� N 410 �+ z -Z2° ®J08 NUMBER - • CAD FILE NAME L T 238 TB ISSUED 08-14-18 REVISED 09-26-18 • !fW11 D? I VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 Paul D. KI DWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBYCERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL 6TH EDITION I2017I. 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 IL ' TITLE ' TRUSS STRAPPING PLAN • F t I _ I I I �1��T I S B Ei�VS DESIGN GROVP 150 STATE S-T'ItEET EAST OLDSIW'+R, FLORIDA 34677 813.925.1300 TEL 813.925.18p0 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER EST. 1994 !fW11 D? I VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 Paul D. KI DWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 1 HEREBYCERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL 6TH EDITION I2017I. 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 IL ' TITLE ' TRUSS STRAPPING PLAN • F t I _ I I I GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/11b" 068 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. FIRE -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 EGONOMIG5. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT E A5 SUCH, IS RESPONSIBLE FOR THE VAL IDITY OF THE GOMPONENT5 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 MANUFACTUREOFOF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S GOMPONENTS THIS TIME s 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 d INSTALLED USING MOST RECENT 5C51 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST REGENT 3C51 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 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 8 PRE-5TRE55ED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DE51GN, NAMELY LINTEL5 AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLE55 SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'5 5PEGIFIGATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED d PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA5TCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURP05ES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE C6MPONENT5 PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED 4 THAT IT HAS BEEN INSTALLED PER MANUFA5TURER'5 SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS < CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HA5 NOT REVIEWED THIS INFORMATION FOR APPLICA5ILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT_ FRAMING, DRYWALL d TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a lo" 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 RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTSRB ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ASENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE "SYSTEM" 15 NOT BEING USED, OR U.N.O. AT LOCATIONS WHERE THE FLOOR 5Y5TEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE R WALL SHALL PENETATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "515TER" ALONGSIDE THE FLOOR TRU55/J015T/5EAM AND SHALL NAIL TO THAT FLOOR TRU55 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 "515TERED" LOCATION Co) 0.131 X 3-1/2" NAILS EQUALLY SPACED D AND STAGGEREMAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL 15 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 5D625o00 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 -1/110" 055 OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR 5UPPORT 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 SIMPSON 51=1 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 5E NAILED WITH (o) 0.131 X3-1/2'' NAILS STAGGERED AND EQUALLY 5PAGED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 6.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL tKNEEWAL L S THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL 5E ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 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 i CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/5" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/8" STUCCO OVER 15/32" 055. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • R904.5.1 NAILS: •• NAIL5 SHALL 15ECORRO5ION-RESISTANT NAL15 GONFORMING TO ASTM Floo 1 OR AN EQUAL CORROSION RE515TANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLE55 STEEL, NONFERROUS METAL AND ALT -OTS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERL AYMENT: MIN. 304, FELT (OR PEAL i STICK) INSTALLED PER MANUFACTURE SPECS . FSCR 905.1.1 • TILE UNDERL AYMENT: 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 51-1(--- THAT IT SPANS THE OPENING 3 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL 5UPPORT ONLY. • AT MASONRY, USE o"Xo"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" 51MP5ON TITEN HD ANCHORS v) 24" O.C. W/ 4" IAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER 5.I.A, 4 F.B.G. CRITERIA, OR BY OTHERS. • AT FRAME, USE 511><51"X3/0" STEEL ANGLE W/ 3/8" DIA. X 4" LAG 5GREW5 @ 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 3 F.Br. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SNAL L BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLC. 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 5RICK/STONE SEARING ON TRUSS SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR 5UGH AREAS, a LIMIT DEELEGTION TO L/o00 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • 5RICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA 15 BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS a VENEERS SMALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DARE NOA. 1. CODES 4 REFERENCES: 1.1, FLORIDA BUILDING CODE, RESIDENTIAL otn EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 313). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/AGI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE -i). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. l.o. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. I. -I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.0, AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING-. LIVE 20 PSF DEAD i PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN, (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER, 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM MATERIAL. NON=STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 501L CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH AGI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 Psi �@ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A&I5 GRADE 00 (U.N.O.). 4.4, WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM Clllo TYPE III 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 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 CACI 530.1/ASCE (o/TMS (o02)," PUBLISPED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RE5TON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. 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 PSI, 5.2.3. 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. 5.2.0. GROUT SHALL COMPLY WITH ASTM C4Ti . 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 oO KSI REFAR (MIN_). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.35, STAINLESS STEEL IS NOT APPLICABLE. 5.3.0. 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. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CL EARLY 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 (3/8'7, AND 'MICHIGAN CONTROL JOINT'. o. WOOD FRAMING: 0.1, DIMENSIONED LUMBER SHALL BE DRESSED 54S, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. o.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. o.3. FRAMING WALLS & COLUMNS (0.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED a) BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 0.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 112 OR BETTER. 0.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED 'o) lo" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 0.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, �2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 1'2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 0.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTEfR, AND MAY BE SPF. 0.3.0. INSTALL BLOCKING IN ALL WALL STUDS OVER 3'-0 'a MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS e 4'-0 O.G. MIN. 0.3.1. 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. o.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. o.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 0.0. 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. 0 0.1. ROOF SHEATHING: SHINGLE OR METAL, -f/lo" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE PTILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. ,o.&,2. WALL: 7110" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. o0.3. 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.. o. -I ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. o.a 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_ o.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.). 0.10 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 1/10" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 0'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. o)24" O.G. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25o00 /@ 24" O.G. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE AFOVE ATTACH WITH SIMPSON HTSIo OR TO FLOCKING ABOVE � 24" O.G. AS PER DETAIL 'F732. BLOC<IN(� pEPINEE) (THE FOLLOWING SHALL APPLY U.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED A5 A GENERIG TERM. TH15 NOTE 5EEIG5 TO CLARIFY PROPER BLOCKING TEGHNIOUE:' • BLOGKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOGKING 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 GAVITY FORMED BY THE STUDS. U.N.O. • BLOGKING WITHIN A FLOOR TRU55 WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM GHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRUSS WEB 5PAGE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP GHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NF-GE55ARY TO FACILITATE THE ITEM FOR WHIGH BLOGKING 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 TRUSS WORK.) FOR TRAN5FERRING 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 5AME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJAGENT TRUSSES SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHIGH SUPPORTS 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 BLOGKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRAGING, AND SUPPORT, U.N.O. SPECIFICATION r, BUG< ATTACHMENT (THE FOLLOWING SHALL APPLY U.N.O.) • IF Ix - ATTACH WINDOW THROUGH BUCK To MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUGK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS �@ 12" O.C. w/ MAX. o" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING FPALL LY U.N.O.) • VORTEX ENGINEERING, LLG. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA RE, - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING 6FIALL APPLY UND.) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MA50NRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6'' • ALL 1/2" DIA, A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF i". + ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE, SPECIFICATIONS FOR TP05E DEVICES MUST ACCOMPANY THE s I NOTATION TO USE SAME. �a i s SPECIFICATION FOP LANDINGS 4 STAIR CONSTRUCTION .0 (THE FOLLOWING SHALL APPLY U.N.O.) i • ALL 5TRINGER5 TO BE 2-2X12 #2 5YP. ��,•� f%�,a °g ° • ALL STRINGERS TO ATTACH AT LANDINGS d UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER./,�,�, • STRINGERS RUNNING PARALLEL TO 8 5UPPORTED BY A WALL SHALL BE ATTACHED: 1 ++ MASONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• s WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (le,"O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: +• 0 CONC. W/ 4" DIA. X Y TAPCON5 ,@ 12" O.C. +•@ WOOD ATTACH W/ 0.131 X 32" NAILS AT 8" O.G. 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 #1 5YP, MIN, 'a lo" O.G. ++ IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 '2 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. +• IF LANDING 15 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 J015T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: +•• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT lo" O.C. MAX. +•• 4" X 3" TAPCONS @ 8" O.C. STAGGERED /@ MA5ONRY/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 8301.5 4 SECTION 8312. CONPLICT5 (THE FOLLOWING SHALL APPLY U.N.O.) • REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN 5PECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATION5, THE MOST STRINGENT CRITERIA SHALL APPLY. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER (THE FOLLOWING S AL PFLY UN.O.) CONTRACTOR 15 TO VERIFY ALL PIMEN51ONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXFRF-55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. ULTIMATE WIND SPEED (Vult) NOMINAL WIND SPEED (Valt) RISK CATEGORY WIND EXPOSURE INT. PRESSURE COEFF. MAX. MEAN ROQF HEIGHT 142 MPH 110 MPH I I +/- 0.18 ENCLOSED 27.5' MAX. COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SQFT + 28.6 /- 117.1 PSF © 20 SQFT + 26.5/- 109.1 PSF © 50 SQFT +22.3/-99.4 PSF * 100 SQFT + 20.2 /- 91.8 PSF WALL © 10 SQFT @ 20 SQFT @ 50 SOFT * 100 SQFT Q 500 SQFT GARAGE DOOR 8' WIDTH ENGINEERING, LLG, OR ANY CONSTRUCTION 10' WIDTH THE EXPRE55 APPROVAL OF VORTEX 12' WIDTH RENDER VORTEX ENGINEERING, LLG. 16'+ WIDTH +49.7/-66,7 PSF +46.3/-62.3 PSF +44.6/-56.9 PSF + 42.1 /- 55.2 PSF + 37.1 /- 41.3 PSF + 44.3/- 49.4 PSF + 43.6 /- 48.9 PSF + 42.9 /- 48.3 PSF + 42.0 /- 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 DIMENSIONS IN FIELD AND REPORT ANY DISGREPANGIE5 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 CHAN6E5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. 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 _o_ cr Z W O< a W U'Z ozOo xF Z nC wm 02=a ur s1 w -per wu:OQ Z :DN W >LLma cczQuj 2t]C a N CO 00 a cc- F <- awLL } xZo, zNa��z J w aZv, �2Z)`°O0w!Z` w w =~Q=Zw O O Fo�w W�°�Q� +L w> w L Z 0 CL 0 O LJ LL ww V (9 VLLJ =V 0 ZZob w V) vi Q z zKa� =WgW", <t Q :D CC ,j W waa F-wLu 0 LL o a m m d o10 Ln w M d m Ln N ^ Q d" LTi 00 J a p W N O 00 m w N w oer00 r14ZLL -lj 0 0z Q w - X h- M O Lu J oo ,L X Q Q UJ g�- vt, vi � to � 0 w fill SO t� �. o'�:� s iir r�� \ o co 7 1� LLMJ UL evo LL ddoppli IV - >� Lu DATE QJ3-P8-18 SCALE NOTED DRAWN M,</POK JOB - content: Structural NOt25 Sheet number: l 1 • s S I I I S PRE- ENGINEERED WOOD 12 TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE TRUSS (TYP.) SEE ELEV. SHEET FOR SCHEDULE) 51MF50N 5P2 @ EA.5TUD 7/16" APA RATED SPEATPIN _ SEE SCHEDULE FOR FASTENING DOUBLE 112X11 S.P.F. TOP PLATE 4\ GR,4 1 40 GRAIDE7 /0 .. a K.O. CMU BOND LENGTH — — — — _ .� — BEAM a �\ EMBED ACI PLANS, RE6ARDLE55 OF HOW MINOR, "All STD, NOOK IN IID" BOND BM. 'dO4 d . 4 11/8 4 GROUT CELLS SOLID SEE PLAN d ,. ed FOR LOCATIONS 9 1/4 /211 1..1 'a3T=,321 #5 DOWELS SEE PLAN FOR 21/2 DK/PK 1=2-1/2 .. 20 4. d.. 'i014 -1//22 4 4 3 1/3 STD. HOOD IN ,°. FLOOR e 4 I ' c' I 26 16 3 3/4 / 14 30 4 1/2" LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1$00 HOOK 4 3/3 10.5 16 1/2 10" MIN. GR,4 1 40 GRAIDE7 /0 .. a K.O. CMU BOND LENGTH — — — — _ .� — BEAM LENGTH EMBED ACI PLANS, RE6ARDLE55 OF HOW MINOR, "All STD, NOOK IN IID" IIDII BOND BM. "b" HARMLESS TO ANY LIABILITY, CLAIMS, DI, 45 BAR VERTICAL WALL REINF. 11/8 4 GROUT CELLS SOLID SEE PLAN 15 2 1/4" FOR LOCATIONS 9 1/4 16 #5 DOWELS SEE PLAN FOR 21/2 DK/PK LOCATION LAP 25" MIN. 20 4. GLEAN OUT .:A 121/2 EMBED AGI —� 0'-0" FINISHED 3 1/3 STD. HOOD IN ,°. FLOOR 25 FOOTING '' ' 15 1/2 2X4 PT STUDS Q 16" O.G. OR (1)2X4 PT STUD 24" O.G. CRICKET AS ° FOOTING SEE FOUNDATION UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT STUDS UNDER NIP CARRIER/GIRDER TRUSS SIMPSON SPI Q EA. STUD VMAIN SPAN ROOF TRUSS 2x4 FT. BTM. PLATE W/ 1/2" DIA.x6" A.B. 1@ 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) SIMF50N META20 a EA.STUD MOISTURE BARRIER 8"XS"X16" K.O. BLOCK W/1 #5 CON . (1)05 VERT. IN CONG.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90' HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: IAT 2x6 WALLS USE SFH(o CONNrGTO SIN LIFU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL NNGPE5) GR,4 1 40 GRAIDE7 /0 BAR 51ZE BEND DIAMETER LENGTH LAP 5PLIGE SEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, "All 11 E31, IID" IIDII "All "b" HARMLESS TO ANY LIABILITY, CLAIMS, DI, 03 11/8 4 1/2 1 15 2 1/4" 4 1/2 9 1/4 16 04 21/2 DK/PK 91/2 20 3" 6 121/2 21 05 3 1/3 1.5 11 3/4 25 3 3/4" 1.5 15 1/2 26 16 3 3/4 9 14 30 4 1/2" 9 IS 1/2 35 *1 4 3/3 10.5 16 1/2 35 5 1/4" 1 10.5 21 3/4 53 a8 rLaO zwzi0 ® LU L!J - - z Q 3" 12 24 3/4 1 14 0� 0 ¢ L] 9" 13.5 28 95 PLAN FOR 51ZE5 4 MORE INFO. •4 (-L-�Masonry Wall Reinforced Cell Detail $-1 SCALE: NTS 10" MIN. a 8x8 K.O. CUM BOND BEAM — — w/ 1- *5 BAR CONT. a PRE-ENGINEERED GONG. LINTEL ------ ----- w/1-#5 BAR CONT. NOT FOR U5E IN THE HVNZ (DARE, BROWARD) EMBED ACI INTERIOR LOAD SPI44�CON ECTORS SHOWN. F Kneewall Above Masonr Wall Detail STD. HOOK IN #5 BAR VERTICAL WALL REINF. (4) 10d NAILS BEARING WALL (W/ AT 2x8 WALLS USE SPPS S 1 SCALE: NTS BOND BM. ),` GROUT CELLS SOLID SEE PLAN UPLIFT) FOR LOCATIONS FLOOR I INTO DBL CONNECTORS IN LIEU OF TRUSS TOP PLATE 5PP4 CONNECTORS SHOWN. BRC. TRUSS BRG. FOR WALLS LARGER THAN I Rebar Lap, Embedment & Took Schedule SEE FLAN- SEE PLAN 2X8, USE SIMPSON SP1 S ON S 1 SCALE: NTS EACH SIDE OF STUD TO J BOLT W/ NUT 4 WASHER (REFER TO77 7 NOTE: BOTTOM PLATE 4 SIMPSON DOOR MANUFACTURERS INSTALLATION #5 DOWELS SEE PLAN FOR PATCHING LEGEND REGARDLESS TSF2'S ON EACH SIDE OF # INSTRUCTIONS FOR SPACING 4 SIZE) OF HATCHING ' VERT. WALL NOTE: LOCATION LAP 25 MIN. STUD BEARING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT "AT 2x6 WALLS USE SPH6 WALL SHOWN ON TO TOP PLATE w/ U.N.O." 2x6 P.T. JAMB CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD PLANS, WALLS (SEE TRUSS SHEET SPN4 CONNECTORS SHOWN. STD.ENOOKIIN (SEE PLAN FOR SIMPSON 5PH4 w/ CLEAN OUT BEARING WALL SIZE) 5YF 2x4 MIN. THAT SUPPORT 12-10d NAILS —SEE TRUSS SHEET FOR o `® NOTE: (W/O UPLIFT) STUDS s 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING a FOR SCHEDULE) FOOTING AT 2x8 WALLS USE 5FH8 E 4 NOTWITHSTANDING MANUFACTURER S F. EITHER COLUMNS lGONNEGTORS IN LIEU OF � 11 SPECIFICATIONS, JAMB SHALL BE 2xo SPN4 CONNECTORS SHOWN. J 0 -0 FINISHED DIRECTLY OR STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE FLOOR INDIRECTLY GARAGE TO DBL. TOP PLATE (U SIMPSON SFP4 W/(12) 1001 FOR WALLS LARGER THAN FOOTING SEE FOUNDATION PLAN HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS FA. STUD 2x8, USE 51MP50N SFI'5 ON ° GARAGE TO ARE TO BE - STUDS � 16" O/C U.N.O. A.B. AT 24" O.C. STARTING 9" MAX. °° ° FOR SIZES 4 MORE INFO. 11 11 BUILT AS INSULATE PER I I- 1/2" GYP. BOARD I. EAC•d SIDE OF STUD TO ° • •' 1/2 DIA. x 8 HOUSE WALLS, CALLS/SPECS I/2" DIA. x 8" TITEN HD 24° TRACK/BRACKET FROM THE SLAB, USE 2" DIA. WASHERS I/2 GYP. BOARD BOTTOM PLATE 4 SIMPSON TITEN HD 48" INSULATE PER BEARING WALL O.G. FOR A MAX. UPLIFT OF FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK ZX S.Y.P. STUDS 16"O.C. 5P2'5 ON EACH SIDE OF W/UPLIFT 1500 LBS. ON EACH TRUSS D.C. MAX (SEE CAI CS/SPECS SPECS. ATTACHMENTS TO THE JAMB ARE BY STUD TO TOP PLATES. FOUNDATION (1) SIMPSON SPN4 (SEE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA U.N.O. U.N.O." PLAN FOR w/ 12-106 NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "JI' BOLTS 4 WASHERS o 2'-0" INSULATION OR PER ENERGY LOCATION OR STUD (STRAP OR EXCEPTIONS) Gara e Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL. CALC5./SPECS. N Masonr Column Lanai/Entry Detail EXCEPTIO 5) NEEDED ONLY S 1 DOOR MANUFACTURER SPALL (REFER TO FND 4 FLR PLN FOR7F-17—SCALE: NTS PT BOTTOM PLATE Y//� W/ROOF UPLIFT) PT BOTTOM PLATE SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) CONT. 2X FT SOLE PLATE ' - 011 /J� 4 4 4 d K/ _ DBL 5YP TOP PLATE (1) 5IMF60N 6P144 W/02) 106 #5 BAR TRANSITION 4"GONG. SLAB. SEE COMMON NAILS EA. STUD z d a d. I—a r FOR WOOD FRAME WALL TO q STEEL AGI STD. 1 i FOOTING SEE I I —i FOOTING SEE FOUND. PLAN FOR P00K (TYP) I— T FOUNDATION PLAN FOR -- --- FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. LU Ih K.O. CMU BOND III I SIZES 4 MORE INFO. —III—I 11- FOR SIZES 4 MORE OCCUR a A LINTEL USE 1/2" x 6"i;--5P4,aEL V 0'-0" TOP OF SLAB BEAM 1��ee TOP �,,...,. INFO. THREADED ROD SET IN Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. Q., B SEE FOUND. PLAN q VERT. WALL REINF. S 1 SCALE: NTS 1L �— S-� SCALE: NTS )With Uplift 2 X S.Y.F. STUDS 16" O.G. -U.N.O. w FOOTING SEE ' Without Uplift.� . LH FOUNDATION PLAN FOR ,� z LOAD BEARING OR ---- `� SIZES 4 MORE INFO. CLEAN $ COMPACTED SOIL. " •' #5 BAR TRANSITION SPINDLE /TILE ROOF - SEE ELEVATION EXTERIOR WALL 2 X STUD 195io MODIFIED PROCTOR PER ASTM pi551) r r PRE ENGINEERED WD STEEL AG( STD. ,�, •. . . PAGES TOR MORE INFO. FASTENING TO BE AS 12 11 POCK (TYP) TRUSS 24 O.C. Garage Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS. SEE 11 .1 „ „ 8 C. M. U. CONTRACTOR TO PROVIDE MANUF. (TYP) EI Ev 10 x I/2 DIA. J DOCUMENTATION TO INSPECTOR TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS 4 WASHERS 1" X P.T.STUD S 1 SCALE: NTS INSPECTION. IF SHINGLE IS USED, 2'-0" O.C. (MAX) # W/ Uplift 5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL CELL 905.1.1 TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/2" DIA x 6" FLOOR p MasonryTransition Detail n BRNG WALL ELEVATION VARIES r° TITEN HD TRUSS (4) 1001 NAILS INTO S 1 SCALE: NTS gRG DBL TOP PLATE TOP OF MASONRY TITEN HD 48" O.G. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-0" WALL IS INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT. 24" O.G. IF I/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR EXTERIOR FINISP ° PAGE FOR GARAGE SOFFIT/FASGIA DETAIL WITP UPLIFT. ° . 0•°0• ° (SEE ELEVATIONS) 1/2" GYP. BOARD CELL TO BE FULLY APPLICATION SECURE PLATE W/ 10 I/2 e °-,�°— �, — —°— T DIA. II JII BOLTS 4 GROUTED VARIES SEE ROOF PLAN o, o GRADE WASHERS @ 4'-0" O.C. i (MAX.) CENTERED ON 2X S.Y.P. STUDS to O.G. 8"x8" K.O. CMU BOND BM. w/ 1 - 5 BAR 9 U.N.O. DRILL 4 EPDXY d 1x2 PT NAILER (I) 51MPSON SPP4 ° o I= =I = WALL. (REFER TO FND 4 INTO LINTEL/BOND p NOTE: CONT. (MIN LAP = 25) GROUT CELL 0 TYP. e o .. FLR PLN FOR WALL • MISSING 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. ° I =I =I INSULATION OR PER ENERGY OR CIF BEAM DOWELS: WHERE TOOTING THICKNESS) CALCS./SPECS. ABOVE WITP I DOWELS ARE PLACED INCORRECTLY 8"x8" PRECAST CONCRETE LINTEI � � ° '� _ MINIMUM OR M15TAKENLY ELIMINATED, REPLACE M. EMBED AF. CFOP,STDRE INPOCK r rr r0 TIN S I — I EMBEDMENT WINDOW OPENINGS SEE rLR PLN O G EE ° 0 8 I—I — CONT. 2X PT SOLE PLATE MBEDMENT OF 5 a DOWEL AT PROPER LOCATION W/ FOR LINTEL SCHEDULE 4 GONG. SLAB. USE 51MPSCN SET GRADE 60 #5 BAR. INSTAL IN SLAB IN BOND BM. #5 BAR FOUNDATION PLAN FOR SIZES 4 MORE INFO. —_ _ ____= I = I I ; I I SEE FOUND. PLAN PIGP 5TRENGTP °) W/ 5" MINIMUM EMBEDMENT, USE CURTAIN NAILER PT PRECAST GONG SILL — I _ _ =I = =I IN A ON SET EPDXY. MAXIMUM OF 3 _ _ OR ORE FO. EPDXY ELEV 0 -0 TOP OF SLAB IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. _1 � I-1 � I—III—III—III=1 I I—I � .: .......° :..:; r . y � i 4 _ . 1x4 a WINDOWS 4 S.G.D. #5 BAR VERT. WALL REINF. CONT. E — TO BOND BEAM. EMBE ^! NOTE` Ll — — — d • MISSING TRUSS ANCHORS: TRU55ES D ��I STD. AT 2x6 WALLS USE SFH6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x8 WALLS z I WHICH ARE PLACED SUCH THAT AN WINDOW W/ SCREEN POCK 6" IN BOND BEAM. GROUT USE SPPB CONNECTORS IN LIEU OF SPI -14 CONNECTORS SPOWN. FOR WALLS LARGER THAN FOOTING SEE — ' SEE FOUND. PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE SIMPSON SF1'5 ON ERCP SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5F2'S ON w FOUNDATION PLAN DRILL 4 EPDXY EMBEDMENT ANCHOR IS MISPLACED EACH 51DE OF STUD TO TOP PLATES. U.N.O." FOR SIZES 4 MORE MINIMUM EMBEDMENT to 0R 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 1"INFO. 5" SIMPSON SET �, 51MP50N PT5M16, MAX. GAP 15 Ili' # 1x2 PT FIR STRIP '� 2� O.C. rM=1900 P.5.l. (MIN.) W/ TYPE M OR (95io MODIFIED PROCTOR PER 45TM D1551) EPDXY a MAXIMUM OF 5 IN A ROW 4 10 TOTAL S MORTAR PER ASTM G-210 Gara e WaII Section Brn Wall WITHOUT WRITTEN APPROVAL. 1x4 PT BASE NAILER K I/2" DIA x 6" AB AT INT. SPEAR WALL S 1 SCALE: NTS ^ INSUL. PER CALCS. 4 SPECS OR TITEN ND ONLY USE 01 NAIL SIMPSON HN W/O Uplift EXISTING MASONRY - 4 GONG. SLAB. SEE 24 O.G. IN BOND BEAM OR al Tn FOUND. PLAN TO TOP 4 BOTTOM SLAB ELEV 0'-0" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. I/2" GYP. BOARD 2X STUDS 0 BLOCKING @ 48" O.G. 24"O.C. FOOTING SEE 2x4 PLATE SECURE PLATE W/ FOUNDATION PLAN FOR SIZES 4 MORE INFO. d PILTI CF62 POWDER INSULATION OR 5/8" CEMENTITi0U5 FINISH PER • ACTUATED PINS FBCR 103.1 � 48" O.C. OR EQUAL PER ENERGY p Typical Ext. MasonryWall Section GALLS -/SPECS. Q TYP. Retrofit Vert. Dowel Detail CONT, 2X FT SOLE S-1 SCALE: NTS S-1 SCALE: NTS 4'GONG. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL-5EE� / PRE -FORMED CONTROL JOINT M155ING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 / ELEV 0'-®" TOP OF SLAB EXTERIOR BEARING WALL. IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: Q ": TOP TIE BEAM SCHEDULE NOTE. SEE N -I FOR I 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN PD ANCHORS SPACED A MAXIMUM OF 24" O.G. w q #5 VERT. CORNER ADDITIONAL/ ^LTERNATE — ►-� SEE FOUND. PLAN --' q CELL FILLED W/ NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DI5GREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC,., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LI—C,. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK w o z,o 2 cc Z O E WU' as W W I ZOO ~oaa +7C w 30=o Q�=a F- o V w w � n w F I -w= go � > U � � LL: 0Q� L'U 7U,LZ = cV >LLm¢ �zc7Y�w � ¢zal00 =Zzz oN���z N J H M w �a�o z�Wozo z W ¢Z V v� airmF-�w �QFQ w�0 7- LL.. rLaO zwzi0 ® LU L!J cY I.a_ U=LLJ UO zowv vv) m Q z Z w Z Z>� Q z Q W {-aQ =W W¢ m F d W W W LLJ Ln — 0 � U: 0 ¢ L] o m 0 Ln LL; z M a M N 2 1�t 0 U-) " U z 0 01 Y LLJ , M® ❑ 00 U Q L x Uj 3 V) F -i a r\ Q o > 110 w. .Q ,u ` c) .1,�. •� UL DATE D3-27-18 SCALE NOTED DRAWN MK�PDK JOB - PARAMETERS. iINTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: `� -� CONCRETE FOOTING 5c: ` = Sheet content: n - 1. 5/8" DIAMETER x 6" EMBEDMENT SIMF50N TITEN ND ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. CAULKED JOINT W/ 3/8' VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND O.G. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D155U BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) T"ROUGH TIE BEAM/KO BLOCK LOADS # # �+ �+ 5 LAP CONT. '5 Structural Details EXPOSED FACE COURSES M vara e Wall Section Non -Br 25" LAP H Wood Frame To Masonry Attachment Detail S 1 SCALE: NTS Sheet number: Example CMU Wail Control Joint Detail R Corner ContinuityDetail E p S-1 Brng Wall Only SCALE: NTS S 1 S-1 SCALE: N.T.S. SG'ALE: NTS DORMPR ROOF BY TRUSS MANUF SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BE51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1&" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 1/2" GYP, BOARD 5EE "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES 51MP50N MT512 a EACH TRUSS WITH 1/2" ANGHOR BOLT /@ 24" O.G. TYP. lx4 PT VERTICAL (BELOW) /@ WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.G. OR PER MANUFAGT. SPECS. GMU WALL BELOW7 SIMPSON C516 CORNER ,@ lo" O.G. F_ BASED ON INFORMATION PROVIDED BY CONTRACTOR. / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " F_ 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ X 4 SEE TRUSS SHEET 2x TOP PLATE 5EE TRUSS SHEET 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" TAPCONS @ 12" ENGINEERING, LLC SHALL AUTOMATICALLY GARAGE APPLICATION (THE FOLLOWING 5HALL APPLY U.N.O. L O.G. WITH MAX. &" FROM ®STOP CHORD EA. END GYP. BOARD RETURN VARIES SEE ROOF PLAN END OF MEMBER ,@ MAS. n � nn�Y)O� n ( TYP. LOAD BEARING WALL CONST. 51MP50N MT518 ,@ OPENINGS. WINDOW ATTACHMENT PER MANUFACTURER'S 21lx4" @ 1&" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS 2x4 FRAMING (RAT RUNS) SPAN FROM WINDOW ATTACHMENT POINTS TO REX END — ROOF TRUSS BY ROOF USE 51MP60N 5P2 0 STUD TO TOP PLATE, SPI STUD TO MEMBERS OR DIRECTLY TO GMU/WOOD 2X MEMBERS ATTAGNED DBL. "REX" TOP PLATE FRAMING ONLY. NUMBER OF DIAL.'' MEMBERS BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT V ZX SILL WHERE BRACING '@ 48" W/ SIMPSON 5PN4 EA. STUD W/(12) IOd BOTTOM PLATE TO BLOCKING BELOW (24" O.C.) TYP. LOAD BEARING WALL NEEDED 7 M5 MANUFACTURER'S BUCKS TO BE ATTACHED TO ICMU PER 1/2" GYPSUM BOARD—� NAILS -EACH. SEE TABLE ON SHEET S-3 SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT POINT TYPICAL PLAN VIEW GMU WALL BELOW ATTACHMENT TO BE 51MP60N 435. KNEE ROOF TRUSS BY FOR STUD SPACING REQUIREMENTS. ° CONT. CONCRETE ROOF TRUSS MANUF. TYP. E UDI Q WINDOW/SHEATHING ATTACHMENT @ TOP/SIDES OF ARCH OPENING. IF ARCH TOP WIDTH, (2) CRIPPLES 4 (U KING 15 REQUIRED ON EACH SIDE OF THE 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS PROHIBITS 2X THICKNESS s CENTER OF ARCH, USE DIRECT ATTACHMENT TO PRE-ENGINEERED WOOD TRU55 • , INSTAI " " CMU/WOOD FRAMING, WITH OR WITHOUT IX BETWEEN SUPPORTING TRU55E5 ATTACH W/51MP50N A34 ci IF 1X THEN ATTACH TRUSS SPANS HEADER OR EQUAL AT EACH END TYP. E.O.R. WHEN THE TOP PLATE IS WINDOW THROUGH w N Ln 00 N �n W Z O O BUCK TO GMU/ WOOD Z � m O SIMPSON LSTAIZ AT EACH STUD TO FRAMING. IF 2X THEN x V) g BLOCKING. r` a. o ATTACH TO REX BUCK. > 2-2"x4" BLOCKING WITH 444' D OM TOENAILS 0 EACH END @ END WALL LOAD BRG WALL o ' d w � Q�> LJL F ®'.Y V 51MP50N MTS18 @ EACH TRUSS " e lo" O.C. (SGL T. PLT., DBL TOP ) rE�A IF 2X ATTACH TO CMU. w/ I/4"x 3" TAPGONS E / TILE ROOF 12 PRE ENGINEERED WD TRUSS 24" O.G. LEVATION FOR MORE FE3EA5 SEE (TYP) 12" O.C. W/MAX. o" ELEV FROM END OF BUGK. STENING TO INSULATION PER ENERGY CALLS. N LSTA12 (TYP. ALL REX WINDOW DATE PETURERS DRAWN I IKIPDK JOB - SPECIFICATIONS. CONTRACTOR TO HURRICANE ANCHOR EACH TRUSS SEE KING WITH 4-116D PROVIDE MANUF. TRUSS SHEET FOR MORE INFO. COM TOENAILS EACH END DOCUMENTATION TO INSPECTOR @ TIME OF INSPECTION. IF I ELEVATION VARIES i SHINGLE 15 USED TOP PLATE 2x8 PT VERTICAL (ABY.) 0 WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BE51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1&" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 1/2" GYP, BOARD 5EE "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES DORMER ROOF BY TRUSS MANUF. OR CONVENTIONAL FRAME (SEE PLAN)71 WITH 1/2" ANGHOR BOLT /@ 24" O.G. TYP. lx4 PT VERTICAL (BELOW) /@ WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.G. OR PER MANUFAGT. SPECS. GMU WALL BELOW7 SIMPSON C516 CORNER ,@ lo" O.G. F_ BASED ON INFORMATION PROVIDED BY CONTRACTOR. / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " F_ WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" V X 4 SEE TRUSS SHEET 2x TOP PLATE 5EE TRUSS SHEET HORIZONTALLY (3) lod TOENAILS ENGINEERING, LLC SHALL AUTOMATICALLY GARAGE APPLICATION (THE FOLLOWING 5HALL APPLY U.N.O. L L J ®STOP CHORD EA. END GYP. BOARD RETURN VARIES SEE ROOF PLAN WITH 4-I6D COM V STUD OR EQUIV. n � nn�Y)O� n ( SIMP50N 435 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS 7/1&" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM WINDOW ATTACHMENT POINTS TO REX END — ROOF TRUSS BY ROOF GEN NOTE REVISED MEMBERS OR DIRECTLY TO GMU/WOOD 2x STUES DBL. "REX" TOP PLATE FRAMING ONLY. NUMBER OF DIAL.'' MEMBERS TRUSS MANUF. V ZX SILL RELATIVE TO NUMBER Or REQUIRED BRACING '@ 48" W/ SIMPSON 5PN4 EA. STUD W/(12) IOd ATTACHMENT POINTS PER MANUFACTURER. 2X TYP. LOAD BEARING WALL BELOW HDR. (2) BUCKS TO BE ATTACHED TO ICMU PER 1/2" GYPSUM BOARD—� NAILS -EACH. SEE TABLE ON SHEET S-3 SPECS GIVEN IN THIS DETAIL. 2X TO 2X CONST. 2"x4" lo" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN VIEW GMU WALL BELOW ATTACHMENT TO BE 51MP60N 435. KNEE izw f UJ Q 0 ® FOR STUD SPACING WALL ABOVE ARCH NECESSARY ONLY PER ° CONT. CONCRETE OPENING VARIATIONS. MIN. 2X BUCK FOR E UDI Q WINDOW/SHEATHING ATTACHMENT @ TOP/SIDES OF ARCH OPENING. IF ARCH TOP WIDTH, (2) CRIPPLES 4 (U KING 15 REQUIRED ON EACH SIDE OF THE W LL Q 0 Q PROHIBITS 2X THICKNESS s CENTER OF ARCH, USE DIRECT ATTACHMENT TO PRE-ENGINEERED WOOD TRU55 • , INSTAI " " CMU/WOOD FRAMING, WITH OR WITHOUT IX ci BUCK, WITH 2X BUCK EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE TRUSS SPANS HEADER MIN. 1-1/4" EMBEDMENT. E.O.R. WHEN THE TOP PLATE IS THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SL A5 APPLIC; TION ONLY SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BE51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 1&" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)104 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 1/2" GYP, BOARD 5EE "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES DORMER ROOF BY TRUSS MANUF. OR CONVENTIONAL FRAME (SEE PLAN)71 WITH 1/2" ANGHOR BOLT /@ 24" O.G. TYP. lx4 PT VERTICAL (BELOW) /@ WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.G. OR PER MANUFAGT. SPECS. GMU WALL BELOW7 SIMPSON C516 CORNER ,@ lo" O.G. M General Irregular Window Attachment $-2 SCALE: NTS BASED ON INFORMATION PROVIDED BY CONTRACTOR. / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " o WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" V NOTE ON N -I PAGE FOR SEE TRUSS SHEET 2x TOP PLATE 5EE TRUSS SHEET HORIZONTALLY (3) lod TOENAILS ENGINEERING, LLC SHALL AUTOMATICALLY GARAGE APPLICATION (THE FOLLOWING 5HALL APPLY U.N.O. 2-2"x4" BLOCKING 51MPSON L5TA12 @ EACH CONT,FOR STRAPPING ®STOP CHORD EA. END GYP. BOARD RETURN VARIES SEE ROOF PLAN WITH 4-I6D COM V STUD OR EQUIV. n � nn�Y)O� n ( REVISIONS SIMPSON SPI w/ 10-lOd NAILS EA. ADDED 142 MPH SHEETS TOENAILS /@ EACH TRIM VARIES -SEE ELEVATIONS 7/1&" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD END — ROOF TRUSS BY ROOF GEN NOTE REVISED OR BOTH OF THE TOP PLATES 15 2x STUES DBL. "REX" TOP PLATE TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD TRUSS MANUF. V ZX SILL BRACING '@ 48" W/ SIMPSON 5PN4 EA. STUD W/(12) IOd [,_,_�,51EE r PLAN FOR TYP. LOAD BEARING WALL BELOW HDR. (2) SEE TRUSS r 7/lo MIN. APA DOUBLE TOP PLATE SHEET FOR 1/2" GYPSUM BOARD—� NAILS -EACH. SEE TABLE ON SHEET S-3 FLOOR =EXACT NEARER 5C/EDUCE (2-2x12 U.N.0) CONST. 2"x4" lo" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) TYPICAL PLAN VIEW GMU WALL BELOW [RATED SHEATHING (MIN. STUD GRADE SYP) STRAPPING izw f UJ Q 0 ® FOR STUD SPACING zo�O zwlu ct'Zi9 d ° CONT. CONCRETE FASTEN EA. STUp/ E UDI Q CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING 15 REQUIRED ON EACH SIDE OF THE W LL Q 0 Q TO TOP PLATE AT 2xo WALLS USE PRE-ENGINEERED WOOD TRU55 • , FASTEN HEADER PER HDR. DETAIL "J/52" 2 "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES WINDOW SEE FLOOR PLAN FOR SIZES F Misc. Dormer Knee Wall Attachment Details $"2 SCALE: NTS SCALE: NTS I • , S 51`122 w/ (122)) NAIL FULL DEPTH BLOCKING @\/ PANEL TOLES tu/ / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " o WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" V TRUSS SEE TRUSS SHEET 2x TOP PLATE 5EE TRUSS SHEET 5/8" x 8" (3) lod TOENAILS ENGINEERING, LLC SHALL AUTOMATICALLY ENG. (THE FOLLOWING 5HALL APPLY U.N.O. FOR STRAPPING CONT,FOR STRAPPING ®STOP CHORD EA. END GYP. BOARD RETURN BRACING 0 48" BY n � nn�Y)O� n ( REVISIONS SIMPSON SPI w/ 10-lOd NAILS EA. ADDED 142 MPH SHEETS DK/PK TRIM VARIES -SEE ELEVATIONS 7/1&" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM STUD • AT OPENINGS UP TO 3'-0" (1) GEN NOTE REVISED OR BOTH OF THE TOP PLATES 15 2x STUES RATED SNTG. TRU55 TO TRU55 ON TOP OF BOTTOM CHORD 4 BOTTOM OF TOP CHORD FOR STUDS V ZX SILL BRACING '@ 48" r ROOrETRUSSERED REX 1& O.C. ROOF TRUSSERED (2) 0.131 x 3 1/2 COMMON NAILS EA. BELOW HDR. (2) 1/2" GYPSUM BOARD—� INSUL. PER ENERGY CALLS. TRUSS SPANS 2x BOTT. PLATE PRECAST CONNECTION SIMPSON 5P4 IL o-IOdxl 1/2 NAILS izw f UJ Q 0 ® DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING @ 3" SET. IT 15 NOT ACCEPTABLE TO zo�O zwlu ct'Zi9 d ° CONT. CONCRETE E UDI Q CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING 15 REQUIRED ON EACH SIDE OF THE W LL Q 0 Q - LINTEL SEE PRE-ENGINEERED WOOD TRU55 • , INSTAI " " SPH& CONNECTORS IN LIEU OF 5PN4 CONNECTORS 5HOWN. AT 2x8 WALLS USE 5PH8 CONNECTOR5 IN LIEU OF SPI-44 SHOWN. FOR WALLS LARGER THAN 2x8, USE PSON 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMP50N 6P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 10" x 1/2" DIA. "J"/1&" APA RATED S/EATNING NAIL FLOOR PLAN �"- THREADED ROD BOLT � 24" O.G. PER SCHEDULE, MIN. 1&d &" O.G. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET 2x8 FIT MIN. FRAMING FROM PER SCHEDULE "C" EPDXY 2'-0" 1/4 "X 3 I/2" NOTE: TRUSS @ lo" O.C. CONT. TO INSUL. PER CALLS. � SPECS(MAX) 4" CONC SLAB MASONRY SCREW "TYPICAL AT O.C. °•.• °•• 5FP FND PLAN REX PT SOLE PLATE POCKET all O.C. ALL LOAD TOP CORD (3) 0.131 x 3 I/2° CENTERED ON ����f� d SLIDING BEARING 5YP. COMMON @ TRUSS CHORDS ;./ DOOR. PRECAST # WALL. Q rI CONCRETE .131 x 3 I/2 COMPONENTS, I FLOOR PLAN OR BOTPTOM -- ' _ ELEV 0'-0" TOP Or SLAB 4 O.C. GRADE SHALL 8 structural Kneewall aw LINTEL. 5EE NOTE: 2X8 PT MIN. MORE INFO. PLATE BE USED FOR VERTICAL P WALL TO S-2 SCALE: NTS FOOTING 5EE - - FLOOR PLAN POCKET 2x4. FOR 2x ` ®.e) FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES 4 MORE DOOR. GREATER THAN I/2" DIA. x &" TITEN INFO. 2x4, 112 GRADE HD. OR BETTER MAY (-A-jypical Ext. Frame Wall Section — BE USED. ALL 4x NOTE: IX PT VERTICAL WALL 5PI EACH STUD JOIST FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x BOUNDARY S 2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPGON o 12" O.G. OR 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." lxo HEAD PER MANUFAGT. SPECS. ., WALL, DASHED SIZES a MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB, LINE INFO. PLAN INFO. SEE FOUND OP PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN WALL 4-0.131 x 31/2" —� 4-0.131 x 31/2" 4" CONC. 4" GONG. INSTALL GLASS PER BLOCK WALL BEYOND R.S. NAILS PLYWOOD TO R.S. NAILS SLAB EACH STUDS [EXTEND PAST EACH STUDS SLAB 4 MANUFACTURER EDGES GABLE END FLOOR TRUSSES ° — - 4 °(SEAMS OF TRUSS TOP HANGER TO PR . w E -ENG. WOOD BE SIMPSON � - � °a ° ° _ SHEAT/INC) CHORD FLOOR TRUSSES LA LSU, _ GAULK UNDER FRAME p . K.O/ I-#5 CONT. '[41 HANGER TO OR L55U °° FIEL PRE -EN. BE SIMP50N PRE-ENGINEERED MIN. � G ,.GOOD ROOF I US, LSU, OR WOOD ROOF LONG. SILL TRU55ES LSSU MIN. TRUSSES E, CMU Lintel Pkt. Slider Detaii, Wood Frame Pkt. Aider Detail GEMENTITIOUS FINISH BOUNDARY INTERIOR S_2 SCALE: NTS S 2 SCALE: NTS PER FBCR 703.7.2 AREA PLYWOOD TO SEE FLR PLN FOR HDR. 51ZE NOTE: 4" GONG SLAB #5 o CORNER5 4 48" O.G. BLOCKING SEAM BOUNDARY 2x8 LEDGER W/ EXTEND TO A7 2x WALLS THAT ARE WIDER THAN 2x4 8 MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMP50N SPN4 w/ o IOd WHERE THE HrADER IS NOT FULL WIDTH PANEL OVERHANG ARE A NAILS � EACH - 5'-0" (1) SIMPSON C516 OR (1) NAILS EACH lo" O.G. (CAN OF THE WALL ADD 2x PAC) BLOCKING 'a° SHE CLIP OUTRIGGER FLOOR TRU55 2x8 LEDGER W/ M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) lo" O.G. RIPPED DOWN SUFFICIENT TO ° ° ° a. FOR ROOFS 24" O.C. (FIELD VERIFY CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW TONGUE 3 WITH TRU55 4-0.131 x 3 1/2" NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH �. ° ° q ' GROOVE FOR FIELD FIELD SUB FASCIA OR R.S. NAILS s STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, a LAYOUT EACH 5TUD5 FOR THE PROPER INSTALLATION OF THE FLOORS WALL PLATE LOCATION) CRIPPLE STRAPPING. AT 2xo WALLS USE FOOTING5EE °_ BOUNDARY WITH FLOOR TRUSS WITH -OUT FLOOR 5PHo IN LIEU OF 5PH4, AT 2x8 WALLS USE FOUNDATION PLAN a NAILING ° ° ° ° TRU55 FOR ROUGH OPENINGS OVER 5PH3 IN LIEU OF SPN4, FOR WIDER WALLS FOR SIZES 4 MORE DI,-,P�iRAGM) 5'-0" USE (2) 61MP50N C516 USE SIMPSON G-516 IN AN SPH INFO. (PERIMETER OF A , T ical Led er Detail OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING G S 2 SCALE: NTS "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES NIGH WIND SIMPSON PROVIDE I I w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. DOUBLE BOTT. UN.O. EQ., OR PLATE AT EQ., TYP' GPENINGOVER WHEN NECESSARY TO MAINTAIN PROPER j V-2 TYP CLEARANCES FOR THE WINDOW/DOOR SEE FIELD / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " o WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" V TRUSS 1 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.2(50" MIN.) 5/8" x 8" 2X4 CROSS ENGINEERING, LLC SHALL AUTOMATICALLY ENG. (THE FOLLOWING 5HALL APPLY U.N.O. SUITS, OR LITIGATION BY ANY INTERESTED WITHIN AN OPENING, IT 15 ACCEPTABLE SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR BRACING 0 48" BY NEW CODE UPDATES DK/PK REVISIONS MORE ADDED 142 MPH SHEETS DK/PK REVISIONS O.G. ON TOP OF INFO 2X4 RAT RUN • AT OPENINGS UP TO 3'-0" (1) GEN NOTE REVISED OR BOTH OF THE TOP PLATES 15 2x STUES RAT RUNS FOR 4 BRACING '@ 48" CRIPPLE d (I) KING IS REQUIRED ON W C �F-oaa �m02 0 o>-E'u . � SPH& CONNECTORS IN LIEU OF 5PN4 CONNECTORS 5HOWN. AT 2x8 WALLS USE 5PH8 CONNECTOR5 IN LIEU OF SPI-44 SHOWN. FOR WALLS LARGER THAN 2x8, USE PSON 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 8 SIMP50N 6P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 10" x 1/2" DIA. "J"/1&" APA RATED S/EATNING NAIL FLOOR PLAN �"- THREADED ROD BOLT � 24" O.G. PER SCHEDULE, MIN. 1&d &" O.G. FOR MORE INFO. 1/2" GYP. BOARD APA RATED SHEATHING NAIL IN SIMPSON SET 2x8 FIT MIN. FRAMING FROM PER SCHEDULE "C" EPDXY 2'-0" 1/4 "X 3 I/2" NOTE: TRUSS @ lo" O.C. CONT. TO INSUL. PER CALLS. � SPECS(MAX) 4" CONC SLAB MASONRY SCREW "TYPICAL AT O.C. °•.• °•• 5FP FND PLAN REX PT SOLE PLATE POCKET all O.C. ALL LOAD TOP CORD (3) 0.131 x 3 I/2° CENTERED ON ����f� d SLIDING BEARING 5YP. COMMON @ TRUSS CHORDS ;./ DOOR. PRECAST # WALL. Q rI CONCRETE .131 x 3 I/2 COMPONENTS, I FLOOR PLAN OR BOTPTOM -- ' _ ELEV 0'-0" TOP Or SLAB 4 O.C. GRADE SHALL 8 structural Kneewall aw LINTEL. 5EE NOTE: 2X8 PT MIN. MORE INFO. PLATE BE USED FOR VERTICAL P WALL TO S-2 SCALE: NTS FOOTING 5EE - - FLOOR PLAN POCKET 2x4. FOR 2x ` ®.e) FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS BE ATTACHED WITH FOR SIZES 4 MORE DOOR. GREATER THAN I/2" DIA. x &" TITEN INFO. 2x4, 112 GRADE HD. OR BETTER MAY (-A-jypical Ext. Frame Wall Section — BE USED. ALL 4x NOTE: IX PT VERTICAL WALL 5PI EACH STUD JOIST FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x BOUNDARY S 2 SCALE: NTS FOUNDATION FOUNDATION BE #2 GRADE. 2-1/4" TAPGON o 12" O.G. OR 2x8 PT RST NAILING FOR PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O." lxo HEAD PER MANUFAGT. SPECS. ., WALL, DASHED SIZES a MORE SEE FOUND. SIZES 4 MORE 4"GONG. SLAB, LINE INFO. PLAN INFO. SEE FOUND OP PLATE OF 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN WALL 4-0.131 x 31/2" —� 4-0.131 x 31/2" 4" CONC. 4" GONG. INSTALL GLASS PER BLOCK WALL BEYOND R.S. NAILS PLYWOOD TO R.S. NAILS SLAB EACH STUDS [EXTEND PAST EACH STUDS SLAB 4 MANUFACTURER EDGES GABLE END FLOOR TRUSSES ° — - 4 °(SEAMS OF TRUSS TOP HANGER TO PR . w E -ENG. WOOD BE SIMPSON � - � °a ° ° _ SHEAT/INC) CHORD FLOOR TRUSSES LA LSU, _ GAULK UNDER FRAME p . K.O/ I-#5 CONT. '[41 HANGER TO OR L55U °° FIEL PRE -EN. BE SIMP50N PRE-ENGINEERED MIN. � G ,.GOOD ROOF I US, LSU, OR WOOD ROOF LONG. SILL TRU55ES LSSU MIN. TRUSSES E, CMU Lintel Pkt. Slider Detaii, Wood Frame Pkt. Aider Detail GEMENTITIOUS FINISH BOUNDARY INTERIOR S_2 SCALE: NTS S 2 SCALE: NTS PER FBCR 703.7.2 AREA PLYWOOD TO SEE FLR PLN FOR HDR. 51ZE NOTE: 4" GONG SLAB #5 o CORNER5 4 48" O.G. BLOCKING SEAM BOUNDARY 2x8 LEDGER W/ EXTEND TO A7 2x WALLS THAT ARE WIDER THAN 2x4 8 MAX. FOR WALL, NAILING FOR 4-0.131 x 3 1/2" R.S. INTERIOR BOTTOM OF WALL FOR ROUGH OPENINGS UNDER SIMP50N SPN4 w/ o IOd WHERE THE HrADER IS NOT FULL WIDTH PANEL OVERHANG ARE A NAILS � EACH - 5'-0" (1) SIMPSON C516 OR (1) NAILS EACH lo" O.G. (CAN OF THE WALL ADD 2x PAC) BLOCKING 'a° SHE CLIP OUTRIGGER FLOOR TRU55 2x8 LEDGER W/ M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) lo" O.G. RIPPED DOWN SUFFICIENT TO ° ° ° a. FOR ROOFS 24" O.C. (FIELD VERIFY CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW TONGUE 3 WITH TRU55 4-0.131 x 3 1/2" NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH �. ° ° q ' GROOVE FOR FIELD FIELD SUB FASCIA OR R.S. NAILS s STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, a LAYOUT EACH 5TUD5 FOR THE PROPER INSTALLATION OF THE FLOORS WALL PLATE LOCATION) CRIPPLE STRAPPING. AT 2xo WALLS USE FOOTING5EE °_ BOUNDARY WITH FLOOR TRUSS WITH -OUT FLOOR 5PHo IN LIEU OF 5PH4, AT 2x8 WALLS USE FOUNDATION PLAN a NAILING ° ° ° ° TRU55 FOR ROUGH OPENINGS OVER 5PH3 IN LIEU OF SPN4, FOR WIDER WALLS FOR SIZES 4 MORE DI,-,P�iRAGM) 5'-0" USE (2) 61MP50N C516 USE SIMPSON G-516 IN AN SPH INFO. (PERIMETER OF A , T ical Led er Detail OR (2) M5TA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING G S 2 SCALE: NTS "2x " KING STU SPECIFICATION FOR KINGS 4 CRIPPLES NIGH WIND SIMPSON PROVIDE I I w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. DOUBLE BOTT. UN.O. EQ., OR PLATE AT EQ., TYP' GPENINGOVER WHEN NECESSARY TO MAINTAIN PROPER j V-2 TYP CLEARANCES FOR THE WINDOW/DOOR L Non-®rn Frame Down Meader Detail - $ 25 SCALE: NTS Multi -use FIELD / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " o WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" V FLOOR 0.131 x 3 1/2" COMMON COMMON 3/4" T.G. 1 o" 6" 1 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.2(50" MIN.) 5/8" x 8" 2X4 CROSS ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. (THE FOLLOWING 5HALL APPLY U.N.O. SUITS, OR LITIGATION BY ANY INTERESTED WITHIN AN OPENING, IT 15 ACCEPTABLE SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. BRACING 0 48" BY NEW CODE UPDATES DK/PK REVISIONS TO UPSET THE HEADER SUCH THAT ONE ADDED 142 MPH SHEETS DK/PK REVISIONS O.G. ON TOP OF DK/PK 2X4 RAT RUN • AT OPENINGS UP TO 3'-0" (1) GEN NOTE REVISED OR BOTH OF THE TOP PLATES 15 RAT RUNS FOR 4 BRACING '@ 48" CRIPPLE d (I) KING IS REQUIRED ON W C �F-oaa �m02 0 o>-E'u . � ELIMINATED TO MAINTAIN THE FULL FASTEN WALL "J" E30LT fREFLACEMENT CHAR 2X4 RAT RUN W N TRUSS SPANS w O.C. ON TOP OF BOTT. EACH SIDE OF THE HEADER. AT OPENING5 3'-0" TO 5'-2" IN izw f UJ Q 0 ® DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING @ 3" SET. IT 15 NOT ACCEPTABLE TO zo�O zwlu ct'Zi9 d IL BRACING 48° O.G. ON TOP OF w -" CG < Q CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (U KING 15 REQUIRED ON EACH SIDE OF THE W LL Q 0 Q O.G. ALL AROUND SUBSTITUTE A LE55ER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE • THE FOLLOWING "J" E30LTS CAN BE REPLACED WITH THE CORRE5PONDING 30LT5, BOTT. CHORD ci w TRUSS SPANS HEADER � N a E.O.R. WHEN THE TOP PLATE IS THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SL A5 APPLIC; TION ONLY w N Ln TOPICAL NAILING SCkEDULE TITEN HD BOLTS NIGH WIND 1/2" x o" NAIL SHEATHING BOUNDARY EDGE FIELD / 11 , I' ROOF 0.131 x 2 1/2 R.5, RING SHANK 1/10 4llQ " o WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" V FLOOR 0.131 x 3 1/2" COMMON COMMON 3/4" T.G. 1 o" 6" 1 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.2(50" MIN.) 5/8" x 8" NOTE: ON 116-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED o RIDGE OR HIP. @ 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. FOR 4 TRUSS WOOD TRUSSES AT%AG/ �D W/ AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 5PH4 CONNECTORS . NOTE : THE STRENGTH OF THE CONCRETE SHOULD 3E MIN. 2500 P51. SUE35TITUTION SPANS 2-1,od @ EA. IN (WIDTH, (2) GRIPPLES 4 (2) KINGS SHOWN AT THAT LOCATIONS AR'- NOT ATTACHED W/ 2X4 BLOCKING TRUSS JOINT ARE REQUIRED ON EACH SIDE OF DOUBLE EE51LL AT NECE55ARY. ALL OTHER STRAPPING OF "J" BOLTS WITH EXPAN510N BOLTS 15 NOT PERMITTED. THE -DER 5HALL APDL Y, AND ANY TRU55 ® FOUNDATION PAGE TAKES PRECEDENCE. 3-0.131 x 3 I/2" 24" O/C W/ 3-0.131 x ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING GYPSUM STANDARD SGREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: R.S. @ 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 REVIEUJED 4 APPROVED BY E.O.R. IN WRITING. JOINT TOENAILS 3 EA, THE PLAN SET SHALL CONTROL. • 1/2 GYP. ON Lo -24 O.C. WOOD STUD WALLS AND FURRED MASONRY ATTAGH WITH 1-1/2" GALV END SIMPSON A34 51MPS0 (ON SECOND FLOOR) FOR ROUGH ROOFING NAIL OR 1-1/4" TYPE W OR S SGR�WS ea 7" O C ALONG ALL SUPPORTS MIN L630 OF' OPENINGS UNDER 5'-0" ONLY (I) 51MPSON I/2„ NIGH CONNECTOR EQ., TYP CSIo SPAN FLOOR SYS. TO STRENGTH OR W/4-Sd X 1 1/2” (ON GONG. SLAB) 51MP50N HTT4 BLOCKING/RUNNERS BELOW 5/8" GYP, INTO BLOCKING W/ (1) 5/3"x3" ATR IN SIMPSON SET HETA 12 24"O.G. 4-0d X I 1/2" EPDXY : (13) lod NAILS MASONRY WALL INTO TOP lON SECOND FLOOR) FOR ROUGH n PLATE AT INTERIOR LOAD BE OPENINGS OVER 5'-0" ONLY (1) 51MP50N 2x FRAAME WALL WALLS WITH NO UPLIFT, ALL C n 61MPSG/N (1)5/0" EPDXY 4 5( )p d NAILS T IN 6TRAPPIN� M.,Y BE ELIMINATED, UNLESS EMBED A.5.5" (MIN.) INTO MASONRY K0. OTHERWISE NOTED BLOCK SET OR 6IMP50N M5TCMo0 IF FILLED CELL OCCURS BELOW Ext Wall Con nry Non -Load Srnn Location T H d D t 'I "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN 51MP50N SET EPDXY 1/2" x o" 1/2" x S" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x &" 5/S" x /o" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT o" O.C. ALONG EDGE AND 12" U.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP, ON 10-24" O.G. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. Sheet content: ROOFING NAIL OR 1-5/8" TYPE W OR 5 SCREWS @ 7" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-5/8" 5CREW5 AT o" O.C. ALONG Structural Details EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Sheet number: T IN 'I' Sh NOTE: !!!01 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC,., AND 5HALL SE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGAROLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 O h W W DG w W C �F-oaa �m02 0 o>-E'u . � Q W W W V >I~--`~`-_ �gzzv�i U w- O F W u 0 »VQZ W N W Z O J W Z Ur Y M Q Z Q F H Q�zz o w 2 3;QW _j Q O w N?� 0 J < 5i -t C1 izw f UJ Q 0 ® w ®' zo�O zwlu ct'Zi9 d IL m¢zZ `Z"(Dz`N"a J w -" CG < Q uj � C w �m a��w vi W LL Q 0 Q qm -� o m ci w � N a J00 LU N vim' O ' w N Ln 00 N �n W Z O O D LLJ Z � m O L61 w � V B x V) g G r` a. o > o ' d w � Q�> LJL F ®'.Y V LU DATE SCALE NOTED DRAWN I IKIPDK JOB - E ea er a CA 1_ a �s uU S-2 SCALE: NTS Q ica ai in C C-' u eS FI®Vr, I�o®�, Wal) $ 2 SCALE: NTS S 2 SCALE: NTS 52 \ \\ 0.131 x 3" COMMONr ' SEE TABLE FOR NAILING � 4 34i OR 8'-.O" I'1/N. 9 16" o.c. SCHEDULE /@ SPLICE 4-0.131 x3 1/2" COM. RATED D PRE-ENCx UJOOD TRUSS (TYP) 4-0.131 x COMMON 311 PLATE APA R^LE TOP '\\ SHEATHING. SEE �� 3-0.131 x 3" COMMON DOUBLE STUD NAILING SCHEDULE EA. SIDE OF JOINT 0.131 x 3 P 4-0,131 x 3" 1/2" COM. TABLE FOR If STUDS Q 16" o.c. COMMON � � 16 o.c. PT BOTT. ATTAGIm4MENT. U.N.O. 4 PLATE 01, (1) SIMPSON LSTA12 \ 2-0.131 x 3 STRAP 48" O.G. 3 COMMON / j / 3-0.131 x _ TRUSS 2x4 BLOCKING (U 51MP5ON L5TA12 1/2" CEILING GYP BD W/ 5d �;11 2 0.131 x 3 1/2 11 BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 7" O.C. OR COM. (I)SIMPSON CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREAr r r r 48 O. ATTACHED 1/2 TOENAILS 0.131 x 3 1/2 NAILS (4 BAY OR 8 Ft FROM Qro SEE TABLE BELOW I)QUE I- STUD (SONDITION TO BOTTOM CHORD EACH END, 6" O.C. MASONRY WALL) \ 1 FOR LAPSPLICE OF GABLE UNO. CONTINUOUS 1/2" GYP BD NOTE: CROSS BRACING 4' 8 MASONRY WALL KING W/(]);5 REBAR ALL BLOCKING TO BE TOP PLATE STEN"-RR5 5-0131 x 3',1/2" �Y' CONT IN KNn(:KnUT PI AT n� r.ATUP:r);PAI REPEATED 48" O.G. TYP. 3 �� COM. - 2n0.131 X 3 I I \\\ \\w r/// SECURE RIDGE BEAM TO CLEAT W/ I PT BOTT. PLATE I COURSE LLAt ® E Ex anded Blocking Information Diagram $ 3 SCALE: NTS 3 .� (4) 1601 TOENAILS EACH SIDE Ale 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 1601 NAILS EA I END TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL)01� TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) DOUBLE 0,131 x 3 1/2" COM. 70P PLATE 18" 0. c;. 3-0.131 x 3 o -2-0.131 x3 1/2 COM" 1/2 "COM" 2x4 18" o"c. LAP5PLICE NAILING o 5PLIGE ALL OTHER NAILING 36 �-R0� 0.131 x 3" 31, 0.131 x 3 8 0/C I I \\\ \\w r/// SECURE RIDGE BEAM TO CLEAT W/ I PT BOTT. PLATE I CONTINUE SHEATHING BELOW yr I r;E 1 vI- rL; ; I E I cmE1 CONVENTIONAL FRMG @ ATTACHED AT CORNER. MAY BE 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING" OR LSTA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: TRU55E5 @ ENTRYWAYS 4 PORCHES 0.13) x 3" GCMM. a to o.c. = PSPN58z IN LocATIONS WHERE A LAP SPLICE IS OVER 16" AWAY ' PRE-ENGINEERED OVERLAP TRU55 BRACING 24° O.C. - P5PN518Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" 4'-0" 4'-0" \ WOOD TRUSSES LEAST ONE TRU55 SPACE I V 1201 COM. 1@ 6" OVERLAP 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 50112" O.G. 1, ALL RAFTERS SHALL BE � SOUTHERN YELLOW PINE @ 24" O.G. MAX. SECTION SIZE SHALL -� � 4-1601 coM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. SIMPSON 5PW4/6/8 EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP 70 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 I UNLESS NOTED OR SIMPSON OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X8OTHERWISE, AT A 5DWC15600 FROM 15 0 TO 16-0 ---- 2X12 � 2-2"x4" W/1/2 PLYWD• MINIMUM ALL STUD TO TOP F Gable Diaphragm Side Wall a' -O" 12'-®" ---- 2x8 SPACER NOTE: 2x4'5 MAY BE TURNED UNSPECIFIED FRAME PLATE 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWI5E 50 NO TO FRAME $-3 (For Illustration Only) SCALE: NTS n d CONNECTIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �18d COM. 0 8" O.C'. 0.131"X3-1/2" END COM. 1@ 8" O.G. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS 0 EACH TRUSS USING (14) 10d 16d GOM NAILS. INSTALL THE 10d COM" -@ 12" o.c. NAILS OR TOENAILS. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 0 EACH SIDE OF TRU55 4 THREADING E4-. =A SIMPSON M5TCM 80 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS TWE U -SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. ,� MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT" NEA[)iaR (NON-BEARIN�> AN NTT4 WHERE LOCATION 5/8" DIA A.B. 4, SECURE RAFTERS 70 CLEAT 4 WRAP 70 TOP CHORD U51NG 51MP50N HT520 W/ ( 20) 1001 NAILS FOR 2x12 RAFTERS, 06) 106 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x8 ALIGNS WITH A FILLED MINIMUM (2) 0.131 x 3 1/2" -MINIMUM I"X4" TRUSS -�M4x RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPAN5 L E55 THAN 4'-0" DELL" PER JOINT BRACING APA RATED SHEATHING. � RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULE TRUSSES 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LSSU2IID SLOPING HANGER W/ (10) 1001 General Wood Attachment Details r�-� TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 1001 P 4 3TUl) CORN1EF1 Truss BracingOverlap Detail U.N.O. � /2 CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 S 3 SCALE: NTS SCALE: NTS RS. USE LSU2o W/ (/ r COOLER NAILS 7 O.C. OR EQUAL, RAFTERS. 10d 4 (5) 10d x 1 1/2 FOR 2x6 RAFTERS WITH SPANS OF 4'-0" 6TRAPPING WFORMATION $ 3 DIAPHRAGM AREA (4 BAY OR 8 Ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) SIMPSON LSTA12 BEAM W/ (8) 1001 NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X8 BLOCKING BETWEEN TRU5SE5 AT TOP CORD FOR INTERIOR SEE FLOOR PLAN FOR (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (Z) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 186 TOENAILS AT AREAE .� LENGTH WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORP. _ DBL TOP PLATE FASTEN CAP 70 CHASE w/ GRAB OM CHORD OF I \ � � BLOCKING UNa. 0.131 x 3 1/2" R.S. NAILS 12" DETAIL (TYP) FLAT OR CATHEDRAL Valle Set Attachment Detail (1) M57A3ID ATE /ERY . n $ 3 SCALE: NTS PRE -ENGINEERS PRE-ENCINEERE OTHER STUD (32" O.G. a O.C. ALL-AROUND I/2 GYP Bp MAX.) FROM UPPER STUD 8 MASONRY WALL W/(I) -� WOOD ROOF WOOD ROOF TO LOWER TOP PLATE rte REB^R DONT. IN TRUSSES TRUSSES , ,+ KNOCKOUT COURSE NOTE: CROS5 BRACING 4INSTALL 5IMP50N LU524 INTERIOR WRAP TOP PLATE ASS,$ WALL SHEATHING KNEEWALL NAILED PER ALL BLOCKING TO BE STUDS MIN. VOLUME NEEDED FOR FULL MIN. EA. SIDE OF THE �E REPEATED 48" O"C. TYP. CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE #2 PLYWOOD TO EXTEND TO NAILING. IF STUD5 ALIGN, O'/5-2 to O.C. AREA STRAP SHALL EXTEND DBL 2X4 TO BE PER NOTE #I SOUTHERN YELLOW PINE � 24 BOTTOM OF WALL INSTALL (U PLATE CONT. O.C. MAX. SECTION 51ZE SHALL M5TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD TO 8'-0" (MAX.) TYP. Masonry Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRU55 (SEE LOWER STUD" W/ SIMPSON TO THE LENGTH OF SPAN A5 PLAN) w HT52ID 32" S 3 SCALE: NTS FOLLOWS: S Extended Bottom Chord Attachment Details AT EACH TRU55 O.G. OR G51/o 2x4 WD CONST. , 70 ALIGNINGW rl ASWING ALL-AROUND UP TO 4'-0" ---- 2X4 S 3 '� 16" OG LLI STUDS BELOW n " SCALE: NTS 4 -ID TO a'-011 ---- 2X6 LU 1 - SADDLE SEE NAILING ATTACH THE CEILING FRAME n I APA RATED SHEATHING. SEE NAILING WITH (4) 0.131 X 3-1/2 NAILS 8' -ID" TO 12'-0" ---- 2X8 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 12'-0" TO 15'-0" ---- 2X10 PE CUT OUTSIDE EDGE ATTACHMENTS EA. STUD ALL AROUND PERIMETER. IF ABUTTING 15'-0" TO 18' -ID" -- 2X12 NOTES: PLUMB TO ALLOW-MA50NRY USE P.T. 5YP 02 1. ADJACENT NAILS ARE SOLID CONNECTIONAGS 18 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN CHORD TO ATTACHED W/(4) 0.131 x MA50NRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED I 1'-0" 3 1/2" NAILS TAPCONS 1@ 6" O.C. MAX" NOTES : 2. ALL NAILS PENETRATE Q - - / BLOCKING w 1/4" x EA. SHEATHING. SEE ^'" - 5 WOOD SCREWS 4 CORNER M INTERSECTING LEAST 3/4 Or THE NAILING SCHEDULE BLOCKING 1, ALL CEILING FRAME TO BE AS PER TABLE THICKNE55 OF THE LAST _ OAO.G. ALL-AROUND TOP CHORD ENG, TABLE FOR 2" FOLLOW NAILING PATTERN FROM THE LAMINATION TRUSSES '@ 24: O.G. ATTACHMENT" UN.O. a APPROVED PLAN5 FOR SHEATHING 3. FOR 4 -PLY, PROVIDE 1/4" (1) SIMPSON LST412 1/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 5 1/2" LAG = _ 56 COOLER NAILS 7" O.C. 3. WHEN INSTALLING SIMPSON PRODUCT5 REFER SCREWS OR EQUAL _ EACH END OF "I " - 2x6 BLOCKING FASTENED TO OR EQUAL, DIAPHRAGM TO 51MP60N S INSTRUCTIONS 4 (SPACE AS SHOWN FOR ROOF SHEATHING BRACE FRAMING w 4-0.131 x 3 I/2" AREA (4 BAY OR 8 Ft SPECIFICATIONS" 3 -PLY) NAILS EACH END FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X SYP #2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4" 2x4, 2x6, OR 2x8 0" M T .Frame Down CI . DEPTH 45 RAFTERS (PT AT MASONRY DIA. X 7" LAG 6GREW5 O.C. 5EE FLOOR S_3 CONTACT). OR EQUAL (SPACE AS SCALE: NTS SHOWN FOR 3 -PLY) 1 a PLAN FOR SIZh'C CF PRE-ENGINEE�E® 5. REFER TO NDS SECTION B Fire lace Chase Detail STUDS TRUS5E5 1@ 24 O.G. FLAT OR CATHEDRAL 15.3 FOR ADDITIONAL I a $ 3 SCALE: NTS 2XBLOCKING � AI SEAMS L SHEAVING (1) SIMPSON W1IDA OR HT518 �\ USE EDC;: NAILING 5CHED' +.E. NOTE: CROSS BRACING 4 APA RATED 5WEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. F, TYP. Frame Wali Gable End REPEATED 48" O.G. TYP. ENGINEERING U"N'O. $ 3 SCALE: NTS h1h' X APA RATED PRE-ENGINEERED L APA RATED SHEATHING" SEE NAILING all=ATHING 5'-E TRUSSES /@ 24" X UNBRACE WALL HEIGHT APA RATED SHEATHING. SEE NAILING SGHEDULE B®� FOR ATTACHMENT. 8'-0" (4) 1601 TOENAILS EACH SIDE Ale 2x4 COLLAR TIE MID -HEIGHT 4 RAFTER PROVIDE (5) 1601 NAILS EA I END 8'-8" TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) k/ 4 STUD CORNER 5INeLCE STUD CONDITION ALONG THE EXTERIORUSIDEG 2x4 18" o"c. LAP5PLICE NAILING 9 5PLIGE ALL OTHER NAILING 24" 611OO/C 0.131 x 3" 0,131 x 3" ,@ 8" O/C CONTINUE SHEATHING BELOW yr I r;E 1 vI- rL; ; I E I cmE1 CONVENTIONAL FRMG @ ATTACHED AT CORNER. MAY BE 2x4 "T" BRACE STRUCTURES WHICH ARE ONLY IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF APPLIED OVER SHEATHING" OR LSTA12 PREFAB ROOF PARTIALLY ENCLOSED SUCH AS A BEARING WALL, USE THE FOLLOWING PLATES: TRU55E5 @ ENTRYWAYS 4 PORCHES 0.13) x 3" GCMM. a to o.c. = PSPN58z IN LocATIONS WHERE A LAP SPLICE IS OVER 16" AWAY ' PRE-ENGINEERED OVERLAP TRU55 BRACING 24° O.C. - P5PN518Z IN LOCATIONS WHERE A LAP SPLICE 15 WITHIN 16" 4'-0" 4'-0" \ WOOD TRUSSES LEAST ONE TRU55 SPACE I V 1201 COM. 1@ 6" OVERLAP 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 50112" O.G. 1, ALL RAFTERS SHALL BE � SOUTHERN YELLOW PINE @ 24" O.G. MAX. SECTION SIZE SHALL -� � 4-1601 coM. w/ (2) 0.131 x 31/2" TOENAILS COOLER NAILS 1" O.C. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: 2-8d COM. SIMPSON 5PW4/6/8 EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP 70 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 I UNLESS NOTED OR SIMPSON OR 8 FEET FROM MA50NRY WALL) 4'-0" TO 8'-0" ---- 2X8OTHERWISE, AT A 5DWC15600 FROM 15 0 TO 16-0 ---- 2X12 � 2-2"x4" W/1/2 PLYWD• MINIMUM ALL STUD TO TOP F Gable Diaphragm Side Wall a' -O" 12'-®" ---- 2x8 SPACER NOTE: 2x4'5 MAY BE TURNED UNSPECIFIED FRAME PLATE 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) FLATWI5E 50 NO TO FRAME $-3 (For Illustration Only) SCALE: NTS n d CONNECTIONS SHALL LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. SPACER IS NEEDED. CONSIST OF (3) 0.131 x 3 1/2" 3. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ �18d COM. 0 8" O.C'. 0.131"X3-1/2" END COM. 1@ 8" O.G. APA RATED SHEATHING. SEE SIMPSON M5TA24 TENSION STRAPS 0 EACH TRUSS USING (14) 10d 16d GOM NAILS. INSTALL THE 10d COM" -@ 12" o.c. NAILS OR TOENAILS. SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 0 EACH SIDE OF TRU55 4 THREADING E4-. =A SIMPSON M5TCM 80 SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS TWE U -SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. ,� MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT" NEA[)iaR (NON-BEARIN�> AN NTT4 WHERE LOCATION 5/8" DIA A.B. 4, SECURE RAFTERS 70 CLEAT 4 WRAP 70 TOP CHORD U51NG 51MP50N HT520 W/ ( 20) 1001 NAILS FOR 2x12 RAFTERS, 06) 106 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x8 ALIGNS WITH A FILLED MINIMUM (2) 0.131 x 3 1/2" -MINIMUM I"X4" TRUSS -�M4x RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPAN5 L E55 THAN 4'-0" DELL" PER JOINT BRACING APA RATED SHEATHING. � RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SEE NAILING SCHEDULE TRUSSES 24" O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LSSU2IID SLOPING HANGER W/ (10) 1001 General Wood Attachment Details r�-� TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 1001 P 4 3TUl) CORN1EF1 Truss BracingOverlap Detail U.N.O. � /2 CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 S 3 SCALE: NTS SCALE: NTS RS. USE LSU2o W/ (/ r COOLER NAILS 7 O.C. OR EQUAL, RAFTERS. 10d 4 (5) 10d x 1 1/2 FOR 2x6 RAFTERS WITH SPANS OF 4'-0" 6TRAPPING WFORMATION $ 3 DIAPHRAGM AREA (4 BAY OR 8 Ft FROM MASONRY WALL) OR GREATER. 2x6 RAFTERS W/ 5PAN5 LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) SIMPSON LSTA12 BEAM W/ (8) 1001 NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X8 BLOCKING BETWEEN TRU5SE5 AT TOP CORD FOR INTERIOR SEE FLOOR PLAN FOR (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (Z) INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 186 TOENAILS AT AREAE .� LENGTH WIDTH 48" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, EACH END INTO TOP CORP. _ DBL TOP PLATE FASTEN CAP 70 CHASE w/ GRAB OM CHORD OF I \ � � BLOCKING UNa. 0.131 x 3 1/2" R.S. NAILS 12" DETAIL (TYP) FLAT OR CATHEDRAL Valle Set Attachment Detail (1) M57A3ID ATE /ERY . n $ 3 SCALE: NTS PRE -ENGINEERS PRE-ENCINEERE OTHER STUD (32" O.G. a O.C. ALL-AROUND I/2 GYP Bp MAX.) FROM UPPER STUD 8 MASONRY WALL W/(I) -� WOOD ROOF WOOD ROOF TO LOWER TOP PLATE rte REB^R DONT. IN TRUSSES TRUSSES , ,+ KNOCKOUT COURSE NOTE: CROS5 BRACING 4INSTALL 5IMP50N LU524 INTERIOR WRAP TOP PLATE ASS,$ WALL SHEATHING KNEEWALL NAILED PER ALL BLOCKING TO BE STUDS MIN. VOLUME NEEDED FOR FULL MIN. EA. SIDE OF THE �E REPEATED 48" O"C. TYP. CEILING JOISTS. JOISTS ALL RAFTERS SHALL BE #2 PLYWOOD TO EXTEND TO NAILING. IF STUD5 ALIGN, O'/5-2 to O.C. AREA STRAP SHALL EXTEND DBL 2X4 TO BE PER NOTE #I SOUTHERN YELLOW PINE � 24 BOTTOM OF WALL INSTALL (U PLATE CONT. O.C. MAX. SECTION 51ZE SHALL M5TAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD TO 8'-0" (MAX.) TYP. Masonry Gable End BE DETERMINED ACCORDING O.C. MAX.) EMBED STRAP TRU55 (SEE LOWER STUD" W/ SIMPSON TO THE LENGTH OF SPAN A5 PLAN) w HT52ID 32" S 3 SCALE: NTS FOLLOWS: S Extended Bottom Chord Attachment Details AT EACH TRU55 O.G. OR G51/o 2x4 WD CONST. , 70 ALIGNINGW rl ASWING ALL-AROUND UP TO 4'-0" ---- 2X4 S 3 '� 16" OG LLI STUDS BELOW n " SCALE: NTS 4 -ID TO a'-011 ---- 2X6 LU 1 - SADDLE SEE NAILING ATTACH THE CEILING FRAME n I APA RATED SHEATHING. SEE NAILING WITH (4) 0.131 X 3-1/2 NAILS 8' -ID" TO 12'-0" ---- 2X8 2x6 SOLE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 12'-0" TO 15'-0" ---- 2X10 PE CUT OUTSIDE EDGE ATTACHMENTS EA. STUD ALL AROUND PERIMETER. IF ABUTTING 15'-0" TO 18' -ID" -- 2X12 NOTES: PLUMB TO ALLOW-MA50NRY USE P.T. 5YP 02 1. ADJACENT NAILS ARE SOLID CONNECTIONAGS 18 TOP 2x4 DIAGONAL LEDGER AND ATTACH TO DRIVEN FROM OPPOSITE w/ SHEATHING FASTEN CHORD TO ATTACHED W/(4) 0.131 x MA50NRY W/ 1/4" DIA. X 3" SIDES OF THE COLUMN TO ROOF SHEATHING CHIMNEY APA RATED I 1'-0" 3 1/2" NAILS TAPCONS 1@ 6" O.C. MAX" NOTES : 2. ALL NAILS PENETRATE Q - - / BLOCKING w 1/4" x EA. SHEATHING. SEE ^'" - 5 WOOD SCREWS 4 CORNER M INTERSECTING LEAST 3/4 Or THE NAILING SCHEDULE BLOCKING 1, ALL CEILING FRAME TO BE AS PER TABLE THICKNE55 OF THE LAST _ OAO.G. ALL-AROUND TOP CHORD ENG, TABLE FOR 2" FOLLOW NAILING PATTERN FROM THE LAMINATION TRUSSES '@ 24: O.G. ATTACHMENT" UN.O. a APPROVED PLAN5 FOR SHEATHING 3. FOR 4 -PLY, PROVIDE 1/4" (1) SIMPSON LST412 1/2" CEILING GYP BD W/ ATTACHMENT. DIA. X 5 1/2" LAG = _ 56 COOLER NAILS 7" O.C. 3. WHEN INSTALLING SIMPSON PRODUCT5 REFER SCREWS OR EQUAL _ EACH END OF "I " - 2x6 BLOCKING FASTENED TO OR EQUAL, DIAPHRAGM TO 51MP60N S INSTRUCTIONS 4 (SPACE AS SHOWN FOR ROOF SHEATHING BRACE FRAMING w 4-0.131 x 3 I/2" AREA (4 BAY OR 8 Ft SPECIFICATIONS" 3 -PLY) NAILS EACH END FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X SYP #2 AND SAME 4. FOR 5 -PLY, PROVIDE 1/4" 2x4, 2x6, OR 2x8 0" M T .Frame Down CI . DEPTH 45 RAFTERS (PT AT MASONRY DIA. X 7" LAG 6GREW5 O.C. 5EE FLOOR S_3 CONTACT). OR EQUAL (SPACE AS SCALE: NTS SHOWN FOR 3 -PLY) 1 a PLAN FOR SIZh'C CF PRE-ENGINEE�E® 5. REFER TO NDS SECTION B Fire lace Chase Detail STUDS TRUS5E5 1@ 24 O.G. FLAT OR CATHEDRAL 15.3 FOR ADDITIONAL I a $ 3 SCALE: NTS 2XBLOCKING � AI SEAMS L SHEAVING (1) SIMPSON W1IDA OR HT518 �\ USE EDC;: NAILING 5CHED' +.E. NOTE: CROSS BRACING 4 APA RATED 5WEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. F, TYP. Frame Wali Gable End REPEATED 48" O.G. TYP. ENGINEERING U"N'O. $ 3 SCALE: NTS h1h' X APA RATED PRE-ENGINEERED L APA RATED SHEATHING" SEE NAILING all=ATHING 5'-E TRUSSES /@ 24" X UNBRACE WALL HEIGHT #2 5YP 8'-0" 2X4 16" O.G. 8'-8" 2x4 16" c.c. 9'-0" 2x4 18" o"c. 9'-4" 2x6 16" O.a 10'-0" 2x6 e 16" O.c, NOTES: INFORMATION I" TYPICAL AT ALL LOAD BEARING 5YP. ! COMPONENTS, LUMBER I ¢' TYPE AND GRADE MAY FOLLOW TP15 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/ 51MPS0N 5D525600 WOOD BE SUB5TITUTED FOR R.S. NAILS 0.131 x 3" R.5. NAILS 0 6" SCREWS STAGGERED 0 6" ANY STUD WORK AT 16" STAGGERED 8" O.C. O.C. ALONG THE LENGTH O.G. ALONG THE LENGTH OF OC MAX. SPACING 02 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MIND" OF TWE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" NAILING 5C- . ULE O.C. IN FIELD AND REPORT ANY DISCREPANCIES CHEDULE TABLE FOR ATTACHMENT. THESE PLANS ARE THE PROPERTY OF 8" USE (3) ROWS. USE (2) ROWS 8" O.C.. RETURNED UPON COMPLETION OF THE TABLE FOP, ATTACHMENT. U.N.O. o PLANS, REGARDLE55 OF HOW MINOR, USO ENGINEERING, LLG, OR ANY G01,15TRUGTION N 142 mph MAX., Exp. C, Enclosed, Exterior Frame Wail Table �f �+ pp Q T Nailing Schedule for Built -U Columns BEAMS ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. E. T, NOT_. , �R_E OR SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATIONS AGGOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY SEE DETAIL A REVISIONS S3 SCALE:NTS . Ot $ 3 DK/PK DROPPED ON TH15 SHEET (TYP) ADDED 142 MPH SHEETS MORE REPEATED REVISIONS ADDED 160 MPH SHEETS r r N WEB REVISIONS SCALE: NTS GEN NOTE REVISED GABLE END FOR I IDENTICAL TRUSSES S�OPING OR VERTICAL wu'OOhF-OzM �0 SOF,=a LL OUTRIGGER �00� W Z8 J �Z(JY�� � n' -'AVE' SH..L_ ^ /E o i- a I--- 1- (n CO 00 0 aQU- Znm�oz Cww G WHEN TRUSS � STUD ARE NOTE: CONTINUOUS EE EXPANDED -0" 20'-0" I�Unj o u- (I) SIMPSON 2x4 BLOCKING I/2" CEILING GYP BD IJJ/ u n n n pl^CON^L BRACES. � _z Zj W 2w�=1�_ < F- J Q J w W W as PNCC W _ 2m aw�LL N - ALIGNED SIMPSON TW15T STRAP TYPE CONNECTOR BLOCKING 1. 5EE TRU55 BOTTOM CORD DIAGRAM LSTA12 STRAP ATTACHED W/ (2) 5d COOLER NAILS 7° J O � n� (AS REQUIRED BY U � In w Z) m ONTINUOUS PERMANENT LATERAL (HT5/MTS) MAY BE r r BRACING IX4 MANUrACTUR�' S NOW � 0 00 m 48" O.G. ti 0.131 x 3 1/2" R.S. O.G. OR EQUAL, oU BC51) W z Vim® ®CC BRACE CCLB) NAILED TO TRU55 STUD TRUSS ENS INEERINCx MIN. Q V) d. TOENAILS EACH DIAPHRAGM AREA (4 END, UNC. BAY 012 8 Ft FROM BELOW. NO 5PH4 15 NEEDED � THI5 STUD. WHEN STUD 15 NOT ALIGNED _ CUT SHEETS FOR + r R. HETA 20 48" O.C. ATTACHED TO MA50NRY WALL) ^^ `J a ERMANrNT DIAGONAL BRACE NOTE: % WITH A TRUSS ; v AppITIONAL BOTTOM CHORD OF 1/2 GYP BD FI AT OR CATHEDRAL 1/2" GEILINC E NAILED TO OPP051TE SIDE OF WEB "AT 2x6 WALLS USE SPW6 AND/OR WHEN I F'ERMAN'=NT PRACING C! B DIAGONAL �* GABLE Um GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 TRUSS STRAP IS CONNECTORS IN LIEU OF ° ° d NOT DIRECTLY THAT MY BE iREC.�UIRED. - - BRACE AS �? - LLmm NorE: CRo55 BRACING 4 111 >111111111111011 SHOULD BE REPEATED /@ SHOULD APPROXIMATELY ZID' INTERVALS. 5PH4 CONNECTORS SHOWN. ° ° ATTACHED TO AT 2x8 WALLS USE SPHB ° ° 2. T L'fRACINCc MAY 5 _ <, J11 REQUIRED BY USED IN PLACE OF - 8" MA50NRY WALLTUD W/(U 15 REBAR CONT, AlLL BLOCKING TO BE USE (1) CONNECTORS IN LIEU OF 51MP5ON 5PH4 BC51 PERMANENT BRACING ® -- DATE IN KNOCKOUT GauRSE REPEATED 48" O.G. TYP. JOB - 1x4 MIN. BRACING W/(3) 0.131 x 5PH4 CONNECTORS SHOWN. OR 5P9 Pr'�'O�/IDED IT I= 1 11 NOTE: GONTFAGTOR 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 GOPY 15 PERMITTED BY GONTRAGT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY G01,15TRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATIONS AGGOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL GONDITION5. 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 _ zZ w0vai(WUj 7w W wu'OOhF-OzM �0 SOF,=a LL W~ LL= W S} H �woaz �00� W Z8 J �Z(JY�� w N o i- a I--- 1- (n CO 00 0 aQU- Znm�oz Cww G cj[ �0 - =�--a2z- O I�Unj o u- w J _��02 wo o zwz=° ® u uww V (9ZQF-tn U -J LU D � mQZ '_'Lu z _z Zj W 2w�=1�_ < F- J Q J w W W as PNCC W _ 2m aw�LL N - a o oLj m J O � U � In w Z) m a m _Z W (/ 1 Q d• If) J to NOW � 0 00 m w N 2 w opo° C'4U' oU w zILLoq W z Vim® ®CC Q 00 V LL x LU Q V) d. O<� CL >1.0 3 Li + r R. d i ^^ `J a Um LmLm LLmm 111 >111111111111011 Ado <L II �0 DATE SCALE NOTED DRAWN MK/PDK JOB - 3 1/2" NAILS a INTERSECTING FOR WALLS LARGER THAN OVER L EAST 90i� of a 0000 - WEBS 2x8, USE 6IMP50N 5PI'5 ON j Sheet content: EACH SIDE OF STUD TO TYPICAL H10A CONFIGURATION, DO NOT NAIL THE WE=15 �, -® �+ r 51MPSON THROUGH OTHER 5TRAPPIN6/CONNECTOR5. - x BOTTOM PLATE 5F:'2'5 ON EACH SIDE OF REFER TO CONNECTOR NOTES FOR FRAME TO �* � - Gable Section - For Gable Less Than, CLB Diagonal Brace @ 20' Max Intervals Detail STUD TO TOP PLATES. TRU55 CONNECTIONS. Q5Structural Details U.N.o. $-3 4F f'��1 High LJ i h SCALE: NTS $ 3 SCALE: NTS TOP 4 BOTTOM CORD i J Sheet number: NOTE: SEE TRU55 LAYOUT GABLE ENE). BRACING FOR ANY ADDITIONAL o Frame Wall Truss Connection Detail able & CI Bracin Diagram 4'-0" O.C. MAX. FOR FIRST 53-142 � R STRAPPING REQUIRED $-$ SCALE: NTS $ 3 SCALE: NTS (4) ROW5 of TRUSSES DBL. 2 x 4 TOP PLATE SIMPSON 5PH4 S EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW I. WHEN WALL IS PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS, 51MPSON LSTA30 w/ 22 -10d NAILS o 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING @ SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM I/o" MIN, ABOVE 2ND STORY FINI5HED FLOOR.) INSULATION PER ENERGY GALLS. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 5HEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZE5 INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALGS 1110" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 5=2 2 x 4 50LE PLATE SIMPSON CSIo OR SIMPSON M5TA3o �@ 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 #2 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 JOIST ( INSET) 2x4 FLATW15E VERT. BLOGKINE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 12 5YP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRUSS LAYOUT FOR STRAPPING INFORMATION S" GONG. K.O. BLOCK BOND BEAM POUR SOLID W/ I - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE -CAST GONG. SILL 4" NIGH CONC. BLK.- 8" CMU PER ASTM -G 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/8" GEMENTITIOU FINISH PER FPCR 103.1.2 9F: ELE`IATION5 NOTE: AT 2xo WALLS USE SPHo CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP60N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O.° ENGINEERED ROOF TRUSSES S24" O.G. MAX. 12 SEE / ELE\ i:� INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALGS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ SIMPSON 5PH4 @ lo" O.G. EACH STUD (12) 10d NAI1-5 EACH. GYP. BOARD RETURN WINDOW SILL CAULK WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" T4G GLUED W/ CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "O" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 0 24" O.G. a �SIMPEON HETA20 32" O.G. IF ATTACHED TO RIMJ015TS. e24" O.G. MAX IF ATTACHED TO FLOOR TRUSSES '°a 1/2" CEILING GYP. BOARD SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION a IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER a OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK 10 WINDOW 1/2" GYP5UM BOARD 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. rA-jypical Two Story Wall Section S 4 SCALE: NTS DBL. 2 x 4 TOP PLATE 51MP50N 5PH4 10 EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOI` PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY GALCS 1/11o" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 USE DOUBLE KO BLOCK COURSES WITH 2-#5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNPRACED LENGTH OF MASONRY WALL TOP) 15 LESS THAN OR EQUAL TO o' -o" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-#5 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THIS DETAIL.) - 5PECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" GONG. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PSI) W/ 2 - #5 REBAR DONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE-GA5T LONG. SILL 4" HIGH GONG. BLK.- 8" CMU PER ASTM -C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/8" CEMENTITIOU5 FINISH PER FBCR 103.1.2 ENGINEERED ROOF TRUSSES X24" O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING 4 SHEATHING INSULATION DETAIL BAFFLE ` INSULATION PER COMMUNITY SPECS OR ENERGY CALG5 I/2" GYPSUM CEILING BOARD HURRICANE ANCHOR '@ EACH TRUSS SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP50N 5PH8 e lo" O.G. EACH �s^ 5TUD (12) 10d NAILS EACH. ELEVATION GYP. BOARD RETURN OW SILL CAULK S WINDOW 2 x,5 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J" BOLTS 4 WASHERS W/ 5" IMBED �i 2'-0" O.G. (MAX.) CENTERED ON WALL. 5JMP50N 5PH8 4a PT 50LE PLATE IX P.T. FURRING NORM. I x 6 P.T. CURTAIN NAILER 0 OPENING5 PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK /0 WINDOW 1/2" GYPSUM BOARD 4"GONG. SLAP. SEE FOUND. PLAN ° FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. r-,-'jypical Two StoryWall ,Section S-4 W/V Floor System SCALE: NTS iii9 9�! IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTINC6 ANY W. `J THESE PLANS ARE THE PROPERTY OF •c�\ RETURNED UPON COMPLETION OF THE �Y•z oul CONTRACT ONLY. ANY CHANGE5 TO THESE U �o•'% WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LL(::, SHALL AUTOMATICALLY NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTINC6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LL(::, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LL( - HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK o O o HUj Zo0z w�vai (�w7w W O w w— 2 Z Z W w w o Q O= a Z) �O=w a. w> -E V � >�LL= �gZui ZN V »V lu- W ZOJ W Zur W W K yy aoz,z '07,00 N m -Zzz ov,Q0gz FQoo ZvswOzl� 0 QZ V+n Q[tpF-MW 0 �—vwi � 2F-a=2w ® ® W —' w FpF o wwOwaN LL U, J wLU ok O � ,z2� w zQ� W ® Ll. v LU 0 LU w � Q = F0-< 2 Q 0-:3~ w N w — �m at-� O o Q v Li rm —iom m ��Ln w m N m 0- M N a 00 -j LU MWINIM LUN �� ® w N Ln zU; o� 00 0 Jrq U' z LL ® < f�j w z � Ci O Uj H 0000 U Q Q L Qw X Z I.- N a r-� a ® > "o a � • \` z �` s Limiiiiiiiiiiiiiii DATE U3-ni8-18 SCALE N07'EO DRAWN MKIPDK JOB Sheet content: Structural Details Sheet number: s f s s t s t s NOTE, DECKING AT 2x10 WALLS USE 5PHo, CONNECTORS IN LIEU OF PANEL BLOCKING 48" O/C 6PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL 2ND FLOOR FRAMING AT 2x8 WALLS USE 5PN8 FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF SIMPSON SPN4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 61MP50N C510 OR M5TA3o STRAP 5PN4 CONNECTORS SHOWN, STUD WITH 12-IOCI x I I/2 COMMON TOE NAILS 32" O.C.,EVERY OTHER FOR WALLS LARGER THAN NAILS. EACH STUD 2x8, USE SIMPSON SPl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 3 SIMP50N FOLLOW TABLE BELOW 5P2'6 ON EACH SIDE of FOR APPROPRIATE LaoR JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. UN.O." SPACING 4 SIZE OF WALL STUDS. STUDS WEEP 6CREED IN5TAILED PER SHALL BE INSTALLED a MANUF. MAX. lo" O.G., SEE 'N'/5-3 61MP50N 14ETA20 e 32" O.G. MAX. I 2x4 5.Y.P.2 RIBBON -2"X4" CROSS BRAE W/4 -10d EA. FLOOR e 48" O/C FOR THE TRUSS. IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" e EA. END GSIo OR MSTA 30 INTO 2"X4" BLOCKING 32"O.C. (36" LONG) o FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOISTDECKING 2x12 5YP 02 WOOD 3-0.131 x 3 1/2" EA. � BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-lod 48" O/C FOR THE FIRST 2ND FLOOR FRAMING TOENAILS. HETA20 @ 32" O.C. ON THE 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 51MP5ON C516 OR M5TA3o OR BOTTOM CHORD ATTACHED ErQL UAAT EACH 5TUD,TO STUD � E W/ (3) 0.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR NOTE: BLOCKING. SEE 'N'/5-3 FOR STUD INFORMATION LOOR JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH TRUSSES PER F /M t✓®nneCtlOn FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE aLOCKING AT 24" O.G. AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF SEGMENT FULL DEPTH BLOCKING @ SHEATHING EDGES W/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. G/S-1. SIMPSON HTT4 OR---\ EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD N 5IMP50N SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" SHEATHING AS DELINEATED ELSEWHERE IN PLAN DOUBN. LTElTOP D GRADAPLATE SET. SYP) a CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 1;)ISGREPANCIE5 2x STUDS Ile THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE 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 CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK B ALT. came asonr SCALE: NTS NOTE: ADD 2X4 BLOCKING M5T,43o OR GSI & OR NOTE: 2"X4" CROSS BRACE HET420 WHICH IS NOT "A7 2xo WALLS USE SPNo � 48" O/C FOR THE ALIGNED W/ TRUSS VERT. CONNECTORS T2x(oALL IN LIEU H 167 2'-0" OF END WALL WEE3 USING 2-0.131" X 3 1/2" 5PN4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" @ EA. END TOENAILS e EA. END. AT 2x8 WALLS USE SPH8 INTO 2"X4" BLOCKING INSTALL 5IMF60N 6516 CONNECTORS IN LIEU OF GROSS STRAPS WITH (1) SPN4 CONNECTORS SHOWN. 0.131"x3-1/2" NAIL AT EACk FOR WALLS LARGER THAN PASSING STUD AND 2x8, USE 51MP50N 5P1'5 ON BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD To MINIMUM AT EACH END TC BOTTOM PLATE & SIMPSON TOP AND BOTTOM 5P2'6 ON EACH SIDE OF PLATES/END STUDS. STUD TO TOP PLATES. U.N.O." FLOOR p STRAPS SHOULD BE 2"x4" PANEL BLOCKING @ 48" O.G. FO J015T DIAGONAL AND AT 45 51MP50N 5PN4 TO THE FIRST 2'-0" OF END WALL FROM EA. (TYP) DEGREES OR LESS IN EA. STUD TOP 0 RELATION TO BOTTOM OF WALL. END. (TYP) TOP BOTTOM CHORD lu HORIZONTAL 'HED W/ (2) lod TOE NAILS. 1/2" DIA NUT Z W/ MIN, 1-1/4" WHEN GRO55 BRACE ANGLE DIA x 1/5" GREATER THAN 45' EXTEND PANEL w WASHER U I/Z" DIA ALL-- FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD RODWALL' BELOW FOR IF DOUBLE END APPROPRIATE STUD IS OVER A 1/r' DIA /2" DIA SPACING 4 SIZE OF VOID SPACE, BOLT _ COUPLING WALL STUDS. STUDS ANCHOR INSTALL SOLID 2x SHALL BE INSTALLED JOINT 75LOC< BELOW. A.B. EXTENSION DETAIL MAX. lo" O.G. o N COUPLER NUT DIA. 1/2" J -BOLTS �\o . • . ,.•'.. 2"x4" CR055 BRACE � 48" O.C. FOR � OR WITH SIMPSON THE 1st 2'-0" OF END WALL W/ (2) 10cIXY SET EPDXY, 5" 2X4 RIBBON EA. END INTO 2"x4" BLOCKING. ®®; AT GROSS STRAPPED EMBEDMENT /@ 24" w/ 3-110d a (ANGLE NOT TO EXCEED 45') SEE {$$ WHEN ,z SEGMENT, IF SHEATHING IS GYPSUM WALLBOARD, :e ,; .. EA. TRUSS. WHEN ANGLE 15 GREATER THAN 45', DISTANCE 16 Lu ATTACH WITH 6D COOLER GROSS BRACE lo) 4b" O.G. FOR THE Ist LE65 THAN 2' NAILS AT -i" O.C. OR "o X 4'-0" OF END WALL. THE FIRST BAY CMU WALL - SEE 2X BOTTOM PLATE WITH (4) 1-1/4" SCREWS o" O.C. FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. TYP. MORE INFO. TRUSS OR NAILS ALONG THE IN THE FIELD. IF BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRUSS/RIM JOIST GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE SCHEDULE AT 0/52. NOTE: 0.131"x3-1/2" MIN. TYPICAL. SEE 'N'/5-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER TO TYPICAL 2-5TOR W/ 12 SdX I i/2" WALL SECTION FOR NAILS dX STUD TO INFORMATION NOT SHOWN Floor Truss Parallel To Sr Wall C S_5 SCALE: NTS TOP CHORD Cross Stra in Detail .ALT. Frame/iVlasonr Connection E A g_g SCALE: NTS S_5 SCALE: NTS 2x4 BEARING WALL W/ STUDS a 16" O.G. l/lo APA RATED WOOD SHEATHING SIMPSON 5PN4 EA. STUD NOTE: NOTE: AT 2x/o WALLS USE SPHo "AT 2xo WALLS USE 5PH16 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF ENGINEERED ROOF X24" O.G. PRE-ENGINEERED PRE-ENGINEERED 5PH4 CONNECTOR5 SHOWN. TRUSSES @24" O.G. SPN4 CONNECTORS SHOWN. 7RU55E5 FLOOR JOIST ROOF TRUSSES AT 2x8 WALLS USE SPN8 AT 2x8 WALLS USE SPN8 CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 5PH4 GONNECTOR6 SHOWN. 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN INSULATION PER ENERGY GALLS 2x8, USE LS LARGER R T N INSULATION PER ENERGY CALC5 2x8, USE 51MP50N SPl'5 ON BOARD PER EACH 51DE OF 5TUD 70 EACH SIDE OF STUD TO I/2" GYPSUM CEILING BOARD CEILING BOTTOM PLATE � SIMPSON I/2" GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON ARCH. PLANS SP2'ON EACH SIDE OF HURRICANE ANCHOR EACH TRUSS 5P2'5 ON EACH SIDE OF HURRICANE ANCHOR a EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING STUD TO 70P PLATES. U.N.O. PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION HTSI6 W/ 16-10d 2X4 BLOCKING w/ NOTE: DBL. 2X TOP PLATE DBL. 2X TOP PLATE EA. TRUSS TO 3-0.131 x 3 1/2" RS. "A7 2xo WALLS USE SPHo BOTTOM PLATE TOENAILS CONNECTOR6 IN LIEU OF 6PH4 @ EA. STUD 2x4 SOLE PLATE SPN4 EA. STUD 5PN4 CONNECTORS SHOWN. 2x4 SOL_ PLATE PROVIDE (2) lod HANGER PER TRUSS PRE-ENGINEERED USE SPN8 /@ PROVIDE (2) 1/od COM 0 EACH TRUSS 1/2" GYPSUM MANUFACTURER GIRDER AT 2x8 WALLSCOM EACH TRUSS 1/2" GYPSUM CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. SIMPSON C510 W/ MIN (22) 10d 3/4" T8G GLUED W/ CON5TR. ADHE5IVE FOR WALLS LARGER THAN SIMPSON C510 W/ MIN (22) 1 3/4" T4G GLUED W/ CON5TR. ADHESIVE F., Floor Truss To Girder Connection COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "O" COM# ONS (12 MIN. EAGN END) $ NAILED SEE SCHEDULE DETAIL "O" 2x8, USE 51MP5ON 5P15 ON 1705# MAX @ 24" O.G. MAX OR 1705 MAX � 24 O.G. MAX OR ON SHEET 6-2 S 5 SCALE: NTS EACH SIDE OF 5TUD TO ON SHEET S-2 EACH STUD WRAP UNDER TOP BOTTOM PLATE 8 SIMPSON EACH 5TUD WRAP UNDER TOP PLATE (1ST FLR)TO SP2'S ON EACH SIDE OF PLATE (15T FLR) PRE ENGINEERED WOOD PRE ENGINEERED WOOD EXTEND SHEATHING R 5TUD TO TOP PLATES. FLOOR 7RU55E5 Q 24" O.G. FLOOR TRU56E5 24" O.G. 2nd FLOOR BOTTOM OF BEAM OR U.N.O." 2x4 SYP RIM w/ (3) 2x4 12 6YP RIM w/ (3) WALL GIRDER lod NAILS EA. TRUSS lod NAILS EA. TRUSS JOIST (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD SIMPSON MT510 2X BEARING WALL W/ PROVIDE (3) 0.131 X STUDS lo" O.G. 3-I/2" TOE NAILS AT EACH FLOOR TRUSS FLOOR TRU66 TO WALL 1/2" GYPSUM CEILING BOARD W/ KNOCK - 24" O.G. MAX. I/2" GYPSUM CEILING BOARD W/ KNOCKDOWN N GK - PRF ENGNFFRFn 7/16 APA RATED RE -ENGINEERED BELOW DOWN DRAG FINISH SEE NOTE ON N -I PAGE 7110" SHEATHING MIN., FDOR GDRAGERAG FAPPL CAT ON E ON N -I PAGE FLOOR TRUSS WOOD SHEATNING� FLOOR TRUSS SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN 2x6 SOLID BLOCKING W/ DBL. 2X TOP PLATE w/ SIMPSON SPH4 DBI . 2X TOP PLATE w/ LS EA N 5PN4 3-0.131 x 31/2" TOENAILS Q a 16" O.C. w/ (12) 10d NAILS EACH � lo" O.C. w/ (12) lOd NAILS EACH EA. ND 112° GYPSUM BOARD 1/2" GYPSUM BOARD 2 X 4 RIBBON ATTACHED TO EAGN 2411 FLOOR JOIST WITH 3-0.131 1/2" ANCHOR BOLT G 24" 1/2" ANCHOR BOLT 'aRE x 3 vz" NAILS O.C. W/ NUT 4 2" SQUARE O.G. W/ NUT 2" SQUARE SIMFIN0N 2) 10 P7 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MN (22) 11 SIMPSON 6516 EA. STUD r MOMEEACH END) 5I BASE of 2x4 SIMPSON 5P�4 @ EA. SIMPSON 5PH4 EA.U. RIBBON BELOW 51MP50N NTSIo STUD w/ (10) IOd NAILS STUD w/ (10) lOd NAILS 4 GONG. 5LAB. SEE 'AGN 4"GONG. SLAB. SEE EACH FOUND. PLAN BE /GIRDER EA. TRU95 Ex 41 FOUND. PLAN SIMP50 ' TTP. LOAD PRE-ENGINEERED 5IMP5O REFER TO TYPICAL 2 -STORY WALL BEARING WALL ° °° FOOTING SEE FOUNDATION 2x 807. PLATE SECTION FOR INFORMATION N07 WRPLIFT ° FOOTING SEE FOUNDATION ° W/ 2-0.131 x 3 1/2° FLOOR TRUSS SHOWN PLAN FOR SIZES MORE INFO. PLAN FOR 51ZE5 8 MORE INFO. NAILS e o" O/C GMU WALL a. a Cantilevered Floor Truss Over wall S-5 SCALE:NTS rior Bearingwall Section o T ical Two Story Interior Bearing Shear wall Section s5 Second Floor Frame (Connection Girder A T ical Two Story Interior S 5 SCALE: NTS 7-17 SCALE. NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 1;)ISGREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERIN6, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE 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 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 REVISIONS ADDED CROSS STRAPPING DET'L DK/PK _ 2z o¢W0 w zoo Q: w O W LL — =Fzz� Q > �LL= �gzzsn U -i ® � U W riOQ v 0 w = N w z o w W >LLmQ L'QZQF W N OMO CU ZOZ. Z'^QO�w J x�71 QLu =zW p O 'L. 2-� LLOF Q W ��C4 LL" W L Woo �wzx° ® z a E- LLI ®u. W vz:Lu < `W"wzzF Q Q Was 5 f=- w�vwiK W _ �m aLu N — O um MIN 1.0 No Lr) w mm Z N M c- M N MIN _; 00 OWN LU F- n00m mmm V) 'rq O e* 00 N 0 4t �1 Z o Q Y w Z X m O U 00a � X Q � uj V Z tZ cd r• a O® °• Y `` • �e • e �Y `' 1 J OLu Co ,. oe• � ter.. LLM LAiIiIIIiiiiiiIi DATE 03-27-18 SCALE NOTcD DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: DRYWALL OVER FUF BLOCK W 11/16x11/16 COVE MC ( 0100) Ixb TRIM (WINDOW PER PLA (WINDOW PER PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL— EDGES Ix(o TRIM — BEAD BOARD ---- PANELING DRYWALL FINISH OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL �\ BELOW LINE OF TRIM -- BELOW COMP051TE WINDOW SILL SILL ELEVATION LINE OF WALL Ixb TRIM BELOW (NICHE LINE OF CASINAF= PER PLAN) BELOW DRYWALL FINISH PLAN OVER FURRING ON COMP051TE WINDOW BLOCK WALL SILL PLAN 5HIM A5 !� INVERTED 2 1/4' I DOOR CA51NG 0366) ?x 5TUD5 (PER STD. 5A5E PLAN) CABINET 1/?' DRYWALL BASE B #366 D. QUARTER ROUND 5CALE: Ill' - I'-0' S' W. CORIAN TEMP. GL. ENCLOSURE CAP Nco Mw TILE FINISH ROUTER OVER WATER 2x 5TUD5 (PER RESISTANT PLAN) WALL BD. In' DRYWALL SHOWER Mr N in rill[ 3 1/4' BASE BD. WALL BD. 0366) SECTION SHOWER ROWER L 5NIM A5 5T. BASE CABINET 1'-4' WINDOW )ETAIL 1/4' DOOR CASING (0366) DRYWALL FIN15H OVER 2x WALL (SEE PLAN) NICHE STOOLL AI PLAN SPECIFIC PER PLAN SCALE: 1'. 1'-0' INVERTED 2 1/4' DOOR CA51NG (136(o) 2x 5TUD5 (PER PLAN) I>2' DRYWALL 3 1/4' BASE BD. (#3(0(0) QUARTER ROUND HIGH BAR TOP 5CALE: 1/2' = I'-0' 1/2' DRYWALL S' W. CORIAN BELOW CAP CAP Nco Mw ROUTER 1/2' DRYWALL 31/4' BASE BD. OVER WATER RESISTANT Mr N in rill[ ®LLyg WALL BD. .2-1 T ® SHOWER BATH it II KNEE SHOWER it II I I SIDE PLAN OW WALL SGALE: 10' = 1'-0' TILE TO WRAP IN WINDOW TEMP, GL. ENCLOSURE LU 5TD. ,LL 2' VAINTY p CABINET O 3 1/4' BASE BD. 1366) S' W. CORIAN CAP (WINDOW PER PLAN) COMP051TE WINDOW - 2x 5TUD5 (PER SILL PLAN) SQUARED DETAIL— EDGES INVERTED 2 1/4' DOOR CA51NG (036(o) DRYWALL FIN15H OVER FURRING ON BLOCK WALL VANITY LOW WALL SCALE: 1/2' - I'-0' VERIFY TOP FILE :IAN SILL OJECT 1/2' OUT RECEIVE TILE) SCALE: 1/4' = 1'-0' SILL (WINDOW PER PLAN LINE OF WALL BELOW LINE OF CASING— BELOW COMPOSITE WINDOW SILL ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL P. WINDOW STOOL DETAIL SCALE: I'- P-0' TE WINDOW DETAIL 2 1/4' DOOR CASING 0366) i=LOORIN6 / f3A5E O A [) NOTE: WHEN TILE FLOOR 15 5ELECTED ONLY 13AHE E30ARID 15 INSTALLED. WHEN WOOD r"L OOR 15 SELECTEED F3A SE BOARD AND 5NOE MOULD :FREE INSTALLED. (BI -PA55 DRS. PER PLAN) Ix JAMB (BI-PA5`: DRS. PEF PLAN) DRYWALL FIN15P OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (#36(o) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PI ANI) �- 2 1/4' DOOR CASING 1'36(o) HELD OVER 1/2' PLAN TYP.BI-PASS CAS I N G D PTAIL SCALE: I'- I'-0' MAIN HOUSE DRYWALL --,7 GARAGE BABE BD. TO OVER LAP SLAB STEP AND DRYWALL TRAN51TION /3 1/4' BA5E BD. l X3661 molnue EL SCALE: I' = 1'-0' NOTE: DFRAWING S ON 11"x11" 5�4EET WILL 5E ONE HALF THE SCALE NOTED 5 1/4' CROULI 1/" CROWN SCALE: P = 1'-0' Ixb ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL `--31/4' 5A5E PD. 2xb WALL 36' OR 42' NIGH PER PLAN PLAN SPECIFIC PER PLAN SALE: 1'' 1'-0' (x10 ROUNDOVER W/ WHITE PINE Nco Mw ROUTER 1/2' DRYWALL 31/4' BASE BD. 2xb WALL Mr N in ®LLyg 36' OR 42' .2-1 T ® NIGH PER PLAN co W 'Ds ¢ Q 2x6TAI R KNEE WALL CAPAI ro PLAN SPECIFIC PER PLAN SALE: 1' = 1--0' ',IDB NUMBER 22066' CAO FILE TEEN BUILDER TD ISSUED 06-16-16 REWSED 07-07-16 10-05-16 11-02-16 150 STATE STREET EAST" OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.COM TAMPA . DENVER, EST. 1994— SHEET f f Nco Mw Mr N in ®LLyg .2-1 T ® co W 'Ds ¢ Q ro 0 m®® FNM i Qh ooc� �$r LoNw ',IDB NUMBER 22066' CAO FILE TEEN BUILDER TD ISSUED 06-16-16 REWSED 07-07-16 10-05-16 11-02-16 150 STATE STREET EAST" OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISHEWS.COM TAMPA . DENVER, EST. 1994— SHEET f f LJ -8090-5 OAK 51/4" LANDING TREAD RAILING LJ -1021 STANDARD - 42" H.-- ROSETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) 1x6 PAINTED BASE PLATE 31/411 BASE BD. AS APRON1 LJ -011 LEVEL LJ -4042 QUARTER URN NEWEL� 5 POST NEWEL NEWEL POST LJ -1021 AC ROSETTE _ - _-MOULD LJ -6010 1x12 SKIRT RAILING -_- BOARD LJ -5015 WOOD = BALUSTERS_ BASE _ CAP Q LJ 04 NEWEL POST LJ -1011 LEVEL QUARTER TURN LJ -4040 NEWEL s POST OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS \�- Ix6 PAINTED BASE PLATE 3 BASE A AS APRON (3 PER TREAD) AC C4 Go (0W _-MOULD MOULDING STANDARD - LJ-8014MR1 Ix12 SKIRT lx12 SKIRT BOARD BASE PER TM LEVEL 3 1/4" OR 5 1/4" = r TREAD FOR CARPET BOARD LJ -6010 �mm in RAILING (OPT. LJ -8010 SERIES �J1 LL -' = BASE CAP TREAD SHOWN) LJ -8095 OAK = MOULD .fro =' Ix8 PAINTED LINEAL COVE LJ -5015 WOOD = RISER MOULDING BALUSTERS = = LJ-8o10MR1 BASE - (OPT. LJ -8010 SERIES (3 PER TREAD) OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" - - TREAD) LJ -a0215 OAK LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC SWITCHDACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION A5 51/4" LANDING TREAD RAILING LJ -4042 NEWEL POST SECTION�,w CUT THRU WALL LJ -1041/8 - -- 5-TURN LJ -5015 WOOD - BALUSTERS (3 PER TREAD) LJ -8095 OAK - LINEAL COVE MOULDING BASE -- —` PER TM LEVEL 3 1/4" OR 5 1/4" Ixl2 5KIRT----- BOARD STANDARD - 42" H. KNEEWALL (OPT. LJ -(o010 RAILING SHOWN) OPT. LIN-MG2KNUC44 WROUGHT IRON BALUSTERS II $ I r_ LJ -4040/ �1 NEWEL POST �i III IfAill *21 IA2 SKIRT BOARD �- LJ -6010 RAILING _�VBASE CAP �MOULD LJ -4040 NEWEL POST Ixh PAINTED BASE PLATE 3 1/4" BASE AS APRON STANDARD - LJ-80T4MR1 TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) Ix8 PAINTED RISER LJ-80l0MR1 OAK TREAD LJ -4042 NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER NJA N.T.S. SEE GENERAL STAIR NOTES TA SIR AND RAILING RULE I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER, 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD To BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN 11OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS_ CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAIL 5 - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECE55ARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FIN15H AND APPEARANCE - WHEN INSTALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) TO BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. LJ - TRE LJ - TRE FULL HT. WALL CARPET STARTS AT THIS RISER RAILING LJ -4042 NEWEL n.. p 1, Ire 111 Al I ... i axis JII�II VC3G1��7 LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-BoloMRI OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING IA2 SKIRT BD. BASE CAP MOULD NOT r0 5CALE LJ -404 4211 H. LJ -1021 NEWEL RAILING ROSETTE POST LJ -h010 3611 H. RAILING RAILING '• iltll�� ---� _ cr BASE I J-8095 OAKLu CAP LINEAL COVE AC C4 Go (0W MOULD MOULDING n k 5ECTION--__� I ���"��.� lx12 SKIRT BOARD BASE PER TM LEVEL 3 1/4" OR 5 1/4" CUT THRU r WALL ``.`o<. >, LJ -6010 �mm in RAILING ■ �J1 LL LJ -1041/8 _- = BASE CAP 5 -TURN = MOULD .fro STANDARD - LJ-8ol4MRl LJ -5015 WOOD _- TREAD FOR CARPET BALUSTERS 0 co o � - (OPT. LJ -8010 SERIES (3 PER TREAD) - - TREAD) LJ -a0215 OAK LINEAL COVE MOULDING = - BASE PER TM I EVEL Ix8 PAINTED RISER 3 1/4" OR 5 1/4'1 1x12 SKIRT \ LJ -1040 / 1045 TURNOUT BOARD LJ -3009 LJ -4010 NEWEL POST BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPETSTRAIGHT RUN TAI R TAIL 915. n.. p 1, Ire 111 Al I ... i axis JII�II VC3G1��7 LJ -5015 WOOD BALUSTERS (3 PER TREAD) LJ-BoloMRI OAK TREADS LJ -8095 OAK LINEAL COVE MOULDING IA2 SKIRT BD. BASE CAP MOULD NOT r0 5CALE LJ -404 4211 H. LJ -1021 NEWEL RAILING ROSETTE POST LJ -h010 3611 H. RAILING RAILING '• iltll�� ---� _ cr BASE I J-8095 OAKLu CAP LINEAL COVE AC C4 Go (0W MOULD MOULDING n N0 PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" 3/411 MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 3611 H. RAILING LJ -holo RAILING LJ -4042 NEWEL POST LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL W tLl LJ -4010 LJ -4045 LJ -4042 TYPICAL NEWEL POS LJ -4040 LJ -5015 LIH-HOLIBASK44 LIN-HOL2BASK44 LIH-HOLIKNUG44 14,IH-HOL2KNUG44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) PICAL BALUSTER PROFILES LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 311611 H. RAILING LJ -6010 RAILING \ LJ -4042 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIN-HOL25A5K44 (DOUBLE BASKET) LIN-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION ETAI L NOTE: DRAWINGS ON 11''x17 SHEET WILL 5E ONE HALF TSE 5GAI E NOTED N.T.S. N.T.S. I" MIN. HOLE DEPT{ I FOR BALUSTERS IN TO AND RAIL (KEEP HOLE DEPTH THE SAME ,,T EACH BALUSTER) 3611 H. RAILING -� LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL I/ LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUG44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT " EACH BALUSTER) 3611 H. RAILING LJ -holo RAILING LJ -4042 —� NEWEL P05T \ LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-14OL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) P. LEVEL 3 DECORATIVE TAL BALUSTER INSTALLATION ETAI L N.T.S. C4 Go (0W n N0 r �mm in ■ �J1 LL W tLl LJ -4010 LJ -4045 LJ -4042 TYPICAL NEWEL POS LJ -4040 LJ -5015 LIH-HOLIBASK44 LIN-HOL2BASK44 LIH-HOLIKNUG44 14,IH-HOL2KNUG44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) PICAL BALUSTER PROFILES LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 311611 H. RAILING LJ -6010 RAILING \ LJ -4042 NEWEL POST LINE OF BASKETS TO BE PARALLEL TO TOP RAIL LIN-HOL25A5K44 (DOUBLE BASKET) LIN-HOLI5A5K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION ETAI L NOTE: DRAWINGS ON 11''x17 SHEET WILL 5E ONE HALF TSE 5GAI E NOTED N.T.S. N.T.S. I" MIN. HOLE DEPT{ I FOR BALUSTERS IN TO AND RAIL (KEEP HOLE DEPTH THE SAME ,,T EACH BALUSTER) 3611 H. RAILING -� LJ -6010 RAILING LJ -4042 NEWEL P05T LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL I/ LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUG44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT " EACH BALUSTER) 3611 H. RAILING LJ -holo RAILING LJ -4042 —� NEWEL P05T \ LINE OF SCROLL TO BE PARALLEL TO TOP RAIL LIH-14OL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) P. LEVEL 3 DECORATIVE TAL BALUSTER INSTALLATION ETAI L N.T.S. 'JOB NUMBER 24163.01' CAD FILE NAME TRIM DETAILS ISSUED 04-05-13 REWSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-i5 150 STATE 51REET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVEIZ EST. 1994 f f f s f f f f C4 Go (0W N0 r �mm ■ �J1 LL ® Lm s .fro ®0o U r 0 co o � umw 'JOB NUMBER 24163.01' CAD FILE NAME TRIM DETAILS ISSUED 04-05-13 REWSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-i5 150 STATE 51REET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • IDENVEIZ EST. 1994 f f f s f f f f