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533 Red Rose Ln 17-3749 (a)
LOT 315 GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014). NOTE: ANY DIMEN6ION5 AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. ' CEILING CON5TRUCTION: I. 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.LE55 THAN 5/8 INCH (153 mm) TYPE "X11 GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A THORNBROOKE 40 s FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R1023.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R15b.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) R10310.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SWEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM " VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREE) SHALL 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 ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) R103b3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F:B.C.R 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11A.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 SF, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE TAYLOR MORRISON CONSIDERED AS CONTROL JOINTS - EGRE55: THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2x6 5UB-FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 5O GAL, ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAL RECORD COPY REVIEWED pC)I; CODE COMPLIANCE pj p,NgINER DATE a,WFQBQ RI lit I INCH IVIS N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE. WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL COD S, NOR SHALL ISSUANCE OF A THE BUILDING OFFICIAL FROMHEREAFTER ENT REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED kesula to be Verified as Slob Inspection 4 AN, 6- 7 7 ELEVATION "TRADITIONAL REDRAW NOTES I1-28-11 CREATED LOT 5PECIFIC PLAN FOR LOT 315 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL - 511, GARAGE LEFT W/ PLAN OPTIONS INCLUDING: 5TUDY, POCKET 5LIDER AT FAMILY ROOM, 5TAIR RAILING, FRENCH DOOR5 AT 5TUDY, 54" INTERIOR DOORS ON FIR5T FLOOR, THREE MEDICINE CA51NET5, VENT HOOD MICROWAVE TO OUTSIDE, ADDITIONAL 5INK AT BATH 3, PAVER DRIVEWAY, LEAD WALK AND PORCH, TRAY CEILING AT MA5TER 5UITE, FOUR FAN PRE-WIRE5, 51X RECE55 CAN5, TWO REGE55 CAN5 W/ 5WITCH AND ONE UNDER CABINET LIGHTING IN KITCHEN. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR-B" MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LIVING S.F. 2582 GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" PLAN REVISIONS- 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8, DRAWING INDEX WINDOW INSTALLATION: THE I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE COV -GENERAL NOTES, I N D EX SPECIFICATIONS METHOD 15 TO BE USED. / GARAGE OPENING5: , DWELLING 1 - S LAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (&C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A 1 - MAIN FLOC R PLAN NOTES FLOOD ZONE REQUIREMENT5:PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICABLE): 2 B 1 -UPPER FLOOR PLAN NOTES 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND R9052b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 459, TYPE II OR HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT 2 B 2 - UPPER FLOOR PLAN DIMENSIONS TYPE IV OR A5TM ) 615116 REQUIRED iN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES 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 486% TYPE IV OR A5TM ) 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, 3 B 1 — FRONT ELEVATION CLAY AND CONCRETE TILE (IF APPLICABLE) INSTRUCTIONS, OR THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION 3B2 - SIDE E ELEVATIONS ROOF PLAN BUILDING S , SECTION RCH E RECCOMMENDMMENDATIONS ATIONSAOF RAS 1118, 9 O/TRI FLORIDA IR 120. REQUIREDGH WIND UNDERLAYMENT NDERLAYMENT PER F.B.C.RE AND CLAY ROOF TILE TA5TH TEDIT EDION ITION R9 5g13I SHALL CONFORM WITH AS 1) 226, TYPE ACCORDANCEON WHERE THE VAsi) 15 DETERMINED IN ; 5MD2626 TYPE 11; RR0A51T3M p 1910 OR A5TM D 6380, CLA65 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE 3B3 - DETAILS FLASHING INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw IS DETERMINED IN ACCORDANCE WITH SECTION R301:2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3 B4 - FLASHING DETAILS CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER 4A - MAIN FLOOR ELECTRICAL PLAN TUB AND 5HOWER AREA5: 4 B - UPPER FLOOR ELECTRICAL PLAN I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, C1325, OR CI118 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 TR - APLAN TRUSS STRAPPING TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR N 1 - STRUCTURAL NOTES SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES 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 S 1 - STRUCTURAL D ETAI LJ (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S2 - STRUCTURAL DETAILS MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUI;NISWEq BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SETT AT THE TIME OF APPLICATION FOR S3 - STRUCTURAL DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICE), REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES. S/' - "'r JT RU CTU j, /` L DETAIL`'` j'�/'--\ S STRUCTURAL (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE 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.126 GAUGE (0.48 mm) SHEET STEEL S5 - STRUCTURAL11 A DETAILS 4. OTHER APPROVED MATERIAL AND SHALL HAVE 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 CONFORMTO THE TD -TRIM DETAILS MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. SD - STAIR DETAILS EXHAU5T FANS AND VENTING: AN TRIM (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO 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 S INSIDE THE BUILDING. 0 OTHER AREA S )E E B Lp INTO AN ATTIC CRAWL SPACE, R R OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE RA L P , 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RA)) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RA)) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS'THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTERS 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'5 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 TD ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. '�V , •••••••a••° •• �%` bdQe%.. !11 x w 0 D co oy�M T N L L• oo�M 0 .0t. 0-1 O 3�E EY rocA -CJ*f0 0oron y� T Z N v JOB NUMBER 27002.377 • CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED 2582 BENS DESIGN GROUP lip STATE STREET EAST ol,oSrw►R, �1.oRroA �� $13.92.5.1300 TEL $13 . 92S . 1800 FAX W W W.DAVIS6EWS.COM TAMI'A • DEIVVER EST19g4. wIlL ,-:-j 11� 11M Vortex Engineering, LLC, 6C7 S, Alexander St, Suite 103 Plant City, Florida 33563 813,704 4842 FL# 52683 - CAA# 28035 - Paul D Kidwell, RE I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA 5JILDIN6 CODE, PE51DENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEERED 7RU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE R16HT TO MAKE ANY CHANGES AFTER 1RU55 LOAD INFORMATION 15 5 PPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY won C� c) C J DAVIriml 0 cD 2: 0 C) S • TITLE • GENERAL NOTES REVISION LOG [_ c INDICATES I - 05 VERT. REBAR 41-411 IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT, REINF, SHALL BE HOOKED INTO BEAM ABOVE E FTG. BELOW PROVIDE 25" MIN, LAP WHERE SPLICED AND WIRE TOGETHER W.B. 1 4'-811 52'-4" 4'-811 4'-811 4'-811 3'-811 4'_211 3'-01"x3-0" A/C PAD (SEE MECH. CONTRACTOR FOR LOG) 3/4" CONDENSATION ELEVATION DRAIN BY PLUMBER 4" P.V.G. 4" P.V.C. 2'-411 -611 3'-611 /--8" C.M.U. WALL ABV. 0 4'-411 13'-8" • . . . . 8" G.M.U. WALL ABV. • • •_ •_ • • • •, _ N _ ` LAv. rr� 1 I _ __ -� F 1Ay OPT. 11 OPT. I 7�1 _ / N ■ A "P DRYER U PAVERS �1 54 SEAT SNOWS I'-8" 5'-i" 2'-8" 13' 811 3'-8" M 19'-f0" ABV, RECESS, 20' 1111 21 111 11 p11 3' 10" I "' ♦ J, $"6" FTG. W/ I - 05 n.i \ �� CONT. (TYP. AT ENTRY) I I 8" THICKENED EDGE 411 P.V.C. I -STORY 2-5TORY FOOTING (TYR) FOR SHOWER RECESS , 20" H. x 2(0" W. GONG. MONO-FTG. - ro W/ I NO.5 BAR CONT. I 1 `" ��# I 1 M 3/4" CONDENSATION AIR HANDLER LINES FROM O 3/4" RECESS ) FOR ENTRY DR ■ a0 SOOTING ■ ■ ■ ■ W/ 3 - CONT. REBARS PROVIDE II I6" Wxl2°PEEP FTG. < �I 1 DRAIN BY PLUMBER 25 MIN. LAP WHERE SPLICED AND W/ 2 - "5 CONT. \ UPPER FLOOR \ j 16" W.xl6" DEEP FTG. _ __ 3'-811 5'-2" -I — 1 518" I 4'-411 4'-f011 WIRE TOGETHER, BOTT, OF FTG. SHALL BE 12" MIN. BELOW GRADES / W/ 2 S CONT. «� / I'3 - • $ I NOTE: _ 9'-8" �ANOTE: 21'-6" 2'-6" 12'-311 4'-11" 2'-1' �^ _ u 1 I PROVIDE GAS DROPS ■ ---�C!!� ■ ALL SLAB ANGLES — N T Z14■ i (IF REQUIRED) FOR ALL GAS PLLOCAt i ■ 1� /11.// /1�/1Ll/0 A At 45° IU.N.OJ RE ^ \ J I (VERIFY ON OF N ■ ■ / 51 i ALL GAS APPLIANCES ON 4'-4" 5'-4" ^ I FLOOR PLAN PRIOR TO - >\ ; ANY CONSTRUCTION) � ; ELEVATION AT O' l0" (ASSUMED) \\ �^ uj Lu PITCH 3B" THICK, 2500 OR 3000 P.S.I. PROVIDE WATER \\� PITCH ; a CONCRETE SLAB ON GRADE W/ `r a' LINE FOR ICE MAKER Jv CJ. TO DRAIN 1 I C.J. C —_ A " b 6x6 WI.4xWl.4 MESH OR FIBER N MESH OVER 6 MIL. VAPOR 16" Wxl6" DEEP FTG. -I�---------------�------� 1 S 3'-6" I AA ZB BARRIER ON CLEAN, WELL - I — 7� W/ 2 05 CONT. SLAB i 3A2 COMPACTED, TERMITE TREATED, \ / OF REF. WIDEN FOOTING 8" AT GRANULAR FILL. 31'-10" / \ Iln 9'-I" POCKET SLIDER AND ADD (U+5 DEBAR r— 1 I 16 Wxl6 DEEP FTG, i - 1 I -STORY FOOTING (TYR) x8 8"" FTG. W/ I 5I �CONT. r m I I W/ 2 "5 CONT. J i 20" H. x I6" W. CONE. MONO-FTG. W/ 2 S (TYP. AT LANAI) �� I� � 91 �J - CONT. REBARS PROVIDE 811 811 G! ■ III �C i 25" MIN. LAP WHERE SPLICED AND 1 I I I I WIRE TOGETHER BOTT, OF FTG. SHALL BE 12" MIN, BELOW GRADE I —I VX 4 Hs N ■ ■ ■ ■ ■ — cA ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - TANKLESS . D 31_//1,1 GAS W.H. SI 2 STORY I-STORY AF Q 1411 FOOTING FOOTING 41-411 4''8" 4'-8" 4' V" 44" 51 41I 51 A11 A1_A11 4'-10" 3'-6" 4'-411 41 Y/I1 41-411 1'-411 tl_QII Q11 61-411 4 Y 4 II CCJJ GJ GAS TANNKLESS W.H.. GAS TANKLE55 W.H. 9'-8" 65'-411 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE PAVER DRIVE / LEAD WALK 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 SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDR05TATIC 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 FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LPG CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: 1=1 1211 DEEP x36"x36" GONG. FOOTING W/ (4) S BARS EACH WAY. D12" DEEP x24"x24" GONG. FOOTING W/ (3) 05 BARS EACH WAY. G20" DEEP 60"60" CONE. FOOTING W/ (3) S BARS EACH WAY • x ca U �0 c�0 0 JM�W o=�co c") co r L. >>jC4 L. LE�oL.. 0 0 0� C00 cy i J * m �p (�t 40 ZN1 • JOB NUMBER 27002.377 • CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST OLDSMAR, RORDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEVMC.OM TAMPA � DEI�TVER. EST.1994 62 Fill 1 111 Vortex Engineering, LLC, 607 S. Alexander St, Sulte 103 Plant Clty, Rorlda 33563 813.704,4842 FL# 52683 - COM 28035 - Paul E, Kidwell, RE -- I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT To BE IN 00MPLIANOE WITH SECTION R301 OF THE FLORIDA WILDING CODE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY OHANGE5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY,) c.n 0 � Z w Q C:)C) � m � 0 O 37 ne Lim, 0 V__q I C) J r G12" DEEP 60"60" CONE. FOOTING W/ (3) S BARS EACH WAY. 2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED U51NG A MINIMUM • SOIL BEARING CAPACITY OF 2000-P5F (R401. 4. I FBGR). • TI TLE • FOUNDATION PLAN FOINDlIrCAT15 I S S 2 05 — FOUNDATION PLAN SCALE: 1/411 - 14" GARAGE LEFT 113 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS i� 2011 2 111 3111 5311 WINDOW CALL -OUTS 2611 H 12 5H 1/2 32 5H 22 5H 32 5H LU = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 6311 g 15 5H 1/2 35 5H 25 5H 35 5H Z Z -12" s 16 5H 1/2 36 5H 26 SH 36 5H L G.C. VERIFY MASONRY OPENINGS FOR ALL WINDOW5, LU WINDOW 51,ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5, 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED eLA55- F.C) I, ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R - 5T14 EDITION (2014).' OPEN TO FAMILY ROOM �r a-� TYP. ARCHWAY ASCALE: 1/41' = 1' .0" 5TAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UN.O.) ALL STRINGERS TO BE 2-24 "2 SYR ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH 51MP50N L6C HANGER. 0 STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: AT MA80NRY/GONG. WITH I/4" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JCONC.). AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (Ib" O.C. MAX) � IF STRINGERS ARE SUPPORTED IN THI5 WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS 0 ALL 5TRINGERS SPRINGING FROM A FLAT 5UR--AGE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT to AT CONC.). AT CONC, W/ 1/O 4" D A x 3I' TAPCON5 AT 12" O.C. of AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JO15T/ OR BLOCKING BELOW. of ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. LANDINGS SHALL BE BUILT AS FOLLOWS: of JOISTS TO BE 28 02 5YP, MIN. AT 16" O.C. to IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 02 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. to IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131 x 31/2" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. of LEDGERS TO BE 2x8 WITH: N4 (4) 0.131 x 31/2" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. 1110 1/4" x 3" TAPCON5 AT 6" O.C. STAGGERED AT MA50NRY/CONCRETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. THE SPECIFICATION LISTED A50VE OR MINIMUM SPECS. BU55TITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * * * * * * * * * BOTT. OF LINTEL AT 84" A.F.F. VARIES (.dP;: uav j O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER C66) FLAT LATEX a G KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT 0INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX 6EMIGLO65 CEILING SECTION 5TAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA65 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY A50VE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM 50ARD PER F.S.C.R - 5TH EDITION (2014) R302.1 SCALE: 1/2" - 1'-0" 42" H. RAILING FLOOR 5EAM �� LINE OF b'-8" MIN. SYSTEM %/ HEAD CLEARANCE M OPT. SHIM AS AIR 5WITCH REQ'D. FOR DISP. �. 1'-0" I" CASING 2x STUDS (PER STD. PLAN) BASE CABINET 1/16" O.S.B. BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" - 1411 HANSEN BOX BELOW PRECAST LINTEL IPAD (SEE MECk IPAD (SEE MECI AIR HANDLER ICONTRACTOR I ICONTRACTOR HATCHING INDICATES DOUBLE KO. BLOCK COURSE W/ (2) S IN EACH (NOT REQ'D AT OPT. GAME RM.) 1020" 2x STRINGERS 3611 H. (TYP.) RAILING` --I I" NOSING u (TYP.) STORAGE m d UNDER 2x TREADS AND STAIRS e Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE: 1/4" = 1411 f42" H. RAILING FLOOR SYSTEM 3/4" PLY( DECKING -T VENT DRYER EXT. WALL I ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.S.C.R. - 5TH EDITION (2014). * * * * * * FLAT HEADER AT 84" A.F.F. T.O.M. V-411 AFF. 1�1,4:N FLOOR 5TRUGTURAL LEGENp S" K.O. BLOCK FILLED WKI)15 BAR OVER 6" FF]—PRE-ENGINEERED CONCRETE LINTEL FILLED lU/(U t5 BAR. IA — 8" K.O.5LOCK FILLED WI(I) S BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL WKI) "5 BAR, • GROUTED SOLID. — 8" PRE-ENGINEERED CONCRETE LINTEL "5 FILLED WKI) BAR 0 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K.O. BLOCK FILLED AND REINFORCED WKI)15 BAR ® — PROVIDE (4) 2x4 5TUD5 W/ (1) 51MP60N HTT4 CONNECTORS AT BASE. U5 — PROVIDE (3) 24 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. © — PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1)6IMP50N LSTAI5 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2.5 CLIPS. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb 02 5YP W/ 1/2" 0513 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH ENE) WITH lU 51MP50N L5TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE 50TTOM PLATE WITH (2) SIMPSON 1-125 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 64" FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES 0 ALL LVL'S TO BE Fb-2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 UN.O. 0 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA PAVER DRIVE /LEAD WALK NOTE: C.J. RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES I S ♦ INDICATES 2 "5 HATCHING LEGEND LOAD BEARING WALL �0000❖.•.000� INSULATE WALL 17= R - Value Chart WALL CONSTRUCTION R-VALUE (MINT) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4,1 KNEEWALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE U i1 o to o O JcnhW 'A v, 'r M u2M N how • 0 P V h � 0-' E. 00 4ot E Y 4. —J `o 0 Cro Z 1 lot �j • JOB NUMBER 27002.377 ' CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED DAVIS B EwS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, f7ARIDA 34677 813.925.1300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.CAM TAMPA • C)EINTVER - EST.1994 Fz�z--- III Iflu, Vortex Engineering, LLC, 607 S. Alexander St., Suite 103 Plant Clty, F" orlda 33563 813.704.4842 FL# 52683 - COO 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIENED THE ATTAGHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 9301 OF THE FLORIDA BUILDING CODE, RE5I0EN7IAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED 1RU65 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING OONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHANGE5 AFTER TRU55 LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. �5EALI50 FOR 5TRUGTURE OWL' 2582 14 • 7ITLE • MAIN FLOOR PLAN N017NG STAIR SECTION DETAILS i� 1 65'-411 ♦�I1111111///� Y z cr.Q .. 0.w a\ O= z co ''i'lv,,��1111 p ®e�♦♦ REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS SCALE: 1/411 - 11-011 GARAGE LEFT • x co w C U 'o o� 0 o _j c 'A 2y�M T >>�N �. L L .LD "0 o`'� 0 0 c� t�*'m ti 00 c }I z Ot JOB NUMBER 27002.377 CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED DAVIS B EVWS DESIGN GROUP 150 STATE STREET EAST OLDSAIAR, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • i5E1*1VER EST.1994- 111 111 111 ��� 111 111 Vortex Engineering, LC, 607 S Alexander St., Sulte 103 Plant City, Rorlda 33563 813.704.4842 FL# 52683 - C0A# 28035 Paul D Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEVED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SFCTION R301 OF THE FLORIDA 3JILDING (DOE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING OONDITION5 AND RE5ERVE5 THE R1614T TO MAKE ANY CHANC,E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. ,SEALEDI=OR STRUCTURE ONLY Ln 0 � Z O O C) oC m p'00 0 O z lo"000— ce Ln 0 v__q J M io— l< C) .j ou 2582 • TITLE • MAIN FLOOR PLAN DIMENSIONS TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 201I 1l 2411 3611 811 WINDO CALL-OUTS CALLOUTS U 2011 1818 F.G. 2015 F.G. 3018 FG. 4018 F.G. W _ 24° 1820 FG. 2020 F.G. 3020 F.G. 4020 RG. p 36" 1830 5H 2O30 5H 3030 5H 4030 5H z 4 11 0 1840 5H 2O40 5H 3040 5H 4040 5H H Z 6011 1850 5H 2O50 5H 3050 5H 4050 5H 1211 1860 5H 2O60 5H 3060 5H 4060 5H �c G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOI5, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F— MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5�D (51NG1.� HUNG-5H, CA5�M�NT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPEL(2014), E OPENINGS SHALL COMPLY PER F.B.C.R - 5TH EDITION 11-011 PROVIDE 3050 5H. 2030 TEMP. 514. PAN AND DRAIN 2411 H. METAL A/C c� HD, AT T-8" HD. AT T-8" UNDER A.HU. PLATFORM * EGRE55 DIX 2-bxb-8 BATH„ 2 W.C. LAV: LAv. CPT. TILE 9 -0 Lu BATH 3 9'-011 w BEDROOM 4 77 BEDROOM 2 LAV. W.c. �� CLG, N 13'-6"xl V-0" 13'-4"xl2'-8" 2-8x5-4 9'-0" FLAT CLG. 9'-0" FLAT CLG. LOUVER DR r—� INULu HD. AT b'-811 v-011 ` - 42" H CLG. PROVIDE RAILING PAN AND DRAIN 2-bx6-8 UNDER A.H.U. 5-0x6 8 51-PASS 6-Ox6-8 g' 011 rA,H. _ 51-PA55 CLG. DO I N0.2 I — — — —R/5 — — — — — 2-4x6-8 L- — — -E&G,45E R/5 2-bx6-8R/S42" H. 3b" H. 24" H. METAL A/C �'�b.'ORAILING CONTINUOUS PLATFORMFLUSH FRAME ,1 CLG. 2x4;7 TO FURRING GRASPABLE 9.0 FRAME BELOW RAILING CLG. WALL - 42" H. RAILING a' N OPEN TO LOFT BEDROOM 3 G BELOW 7 11'-0"x14'-4" 12'-6"xl V-0" / 9'-0" FLAT CLG. 9'-0" FLAT CLG. N REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 0 0 FLUSH FRAME TO FURRING BELOW 2x L 2x4 FRAME FRAME WALL WALL G 2 - 3050 5H. HD. AT 1'-5" I p ----------I-- I 1 co I REFER TO SHEET 252 FOR UPPER FLOOR a PLAN DIMENSIONS A \ I \ I \ I �— — — — — — — — — — — — — — — — — — — — — — a UPPER FLOOR STRUCTURAL LEGEND - PROVIDE (3) 2x4 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (1)51MP50N HTT4 CONNECTORS AT BASE. PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON M5TA30 STRAPS. 10 - PROVIDE 2-PLY 24 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1)5IMP60N L6TAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb � 5YP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (1)51MP50N L6TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON 142.5 CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN V-011 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES � ALL LVL'S TO 5E Fb=2950 PSI MIN. � ALL WOOD LOAD BEARING HEADERS TO BE l2) 2XI2 U.N.O. ALL EXTERIOR WALL$ TO BE CONSIDERED SHEAR RE515TING COMPONENTS NOT A SPECIAL FLOOD HAXARD AREA ° 1 •• •• 10 �A.YW :r Y : W CCY�VVV tao .: Z .v .Q.. s c o CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES. SCALE: 1/4" 11-0' GARAGE LEFT a x c� w r• 0 UJ��O O J co N ID 2('�CrnM sm N i T N L OaU. 0L. 0 OL. Is -�N 0 0 -j c O E ro N 00 �� L�!AZcmv�d' • JOB NUMBER 27002.377 • CAD FILE NAME ANASTAS/A L ISSUED 11-28-17 REMISED r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST o1.�snRnit, F1.oRroA 3�� 813.925.1300 TEL 813.925.1800 FAX W W W.UAdISBEWS.COM TAMPA • DENVER. EST.1994 ezz 111 111 ��� 111 111 Vortex Engineering, LL_C, 607 S, Alexander St, Sulte 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE - I HEREBY 6ERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5ISN, AND FIND IT TO BE IN OOMPLIANCE WITH 5E6710N R30I OF THE FLORIDA BUILDING CODE, RE5I0ENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT 70 DETERMINE ANY LOAD BEARING CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHANGES AFTER TRU% LOAD INFORMATION 15 SUppLIED TO THE ENGINEER: SElNLED FOR 5TRUGTURE ONLY 0 � Z c) C:) O m � � 0 O 5m rn 0 C:) �11.0 •2582 r nT' E'er UPPER FLOOR PLAN NOTES DETAILS REFER TO SHEET 25I FOR UPPER FLOOR PLAN NOTES 0 e • Q! • u 0 ws Z • 11� d c)• ,Z .rs 0 V •i !r ♦ ® 111 �®0 UPPER FLOOR PLAN DIMENSIONS=T GARAGE LEFT B x to 7- LID V 0 0 -j c ) .A Y/ IN 0NM N Lm �Q�C9 00 v 0.0 E0J�0 � Wro0) LJ*m � 0 y� T Z cm It • JOB NUMBER 27002.377 • CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROUP 1S4 STATE STREET EAST OLDSMAR, FLORIDA 34G77 $13.9?.5.1300 TM813.92:5.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994 111 111 111 ��� 111 111 Vortex Engineering, LI-C, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 81.3,704 4842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE. -- I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN5 0ONDITION5 AND RESERVE5 THE R164T TO MAKE ANY CHANCES AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. 5EALED FOR STRUGTURE ONLY r w z 0 c) a 0 m � 0 T� J 2582 ; • 17TLE • UPPER FLOOR PLAN DIMENSIONS .2 2. ;k EGRE55 NOTE EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE AMAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM CLEAR OPENING NEIC:+ T5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHEN PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2MO PER F.B.C.R - 5TH EDITION (2014) R3122 11/2 THICK SAND FINISH KEYSTONE z 3/411 THICK (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: TP15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R - 5TH EDITION (2014) R1031o.1 AND ASTM C 1063. THICKNE65 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 5TH EDITION (2014) R1031a2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0'1 12 6� Q6 LSHINGLE ROOF 7 12 / G.C. VERIFY 6 BANDING -.— STUCCO Q6 FASCIA CALL -OUT FINISH ---- (TYPICAL) PLT. HT. SHINGLE ROOF --- — /6TUCCO STucco FINISH� FINISH e _ * 611 BANDING '- S 6 12 L STUCCO 12 SHINGLE 12 6 � Q6 Q - SECOND P.F. LINE FINISH % ROOF 7 T.O.M. SHINGLE ROOF 8" BANDING BANDING TEXTURED - coacH LIGHT �� ❑❑❑❑ � SMOOTHTEXTU ❑ ❑ ❑ ❑ UOINSS((TDYP.) J� [71 El -_ 17117117117 MAIN F.F. LINE — — — — — GRADE LINE 411 SANDING (ASSUMED) DOOR SURROUND NOTE: ALL BANDING 15 TO G.G. VERIFY GLASS BE RAISED SAND FINISH FRONT ELEVATION Door FOR FRONT SCALE: 1/4" = I'-011 PLT. HT. 4" BANDING (TYR) SECOND F.F. LINE — T.O.M. _ —6" BANDING TEXTURED y FIN15H SMOOTH — TEXTURED QUOINS (TYP.) MAIN F.P. LINE -GRADE LINE (ASSUMED) oirr e���rr�s44 Ucy TRADITIONAL ELEVATION "B" GARAGE LEFT K ro w T 0 Jol00 O _jON � i D0M V/ MT 04 1 L ` M oolL 00 LD °°-0t. jro0 E -2 Y m L J m }� 0 Oc z C4 ql JOB NUMBER 27002.377 CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED DAVIS BEWS DESIGN GROVP ,soSTATE STREET EAST OLDSMAR, FWPMA 34677 813.925.1300 `TEL 813.925.1800 FAX WWW.DAVLSBEWS.COM TANWA • L7ENVEP_ EST.1994 111 111 �11 n 111 111 Vortex Engineering, LLC, 607 S, Alexander St„ Suite 103 Plant City, Horlda 33563 813.704 4842 FL# 52663 - COA# 28035 -- Paul D Kidwell, P E. - I HEREBY CERTIFY THAT. I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH 5EGTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL Oth EDITION), THE EN61KEER HAS NOT REVIEWED THE PRE- EN6INEERED TRUSS MANDF. LAYOUT TO DETERMINE ANY LOAD BEARIN6 GONDITION5 AND RESERVES THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRUSS LOAD INFORMATION \ 15 SUPPLIED TO THE ENGINEER. \5EALED POP 5TPUGTUPE ONLY 2582 • T/ILE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS mil LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. F. / 300 = 0.46 SQ. FT. X 144 = 67 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. —--------j ------ ------------------- I I 4:12 I I I I I i 6:12 ----------------- I L 6 Ck �f I I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ, FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. a 612 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. _ I # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 792.2 SQ. IN. I I I _ I 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 I I G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS i 1 OF NET FREE AREA PER VENT. 6:12 ac 6:12 Fr I L- - - ---------------� 6:12 I y,� LOWER ROOF VENT REQUIREMENTS - VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 = 1.76 SQ. FT. I--------� — X 144 = 254 SQ. IN. 6:12 6:12 I HALF AT UPPER 2/3 ROOF VENTS=126.96 % IN.-- # UPPER 2/3 ROOF VENTS REQUIRED =1 I I I HALF AT LOW SOFFIT / EAVE VENTS=126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. �p 1 11-mil � TYP. - ROOF PLAN OVERHANG AT NIP AA (UNA.) Frei C. 1/All _ I'_0)11 612 2 LSHINGLE SHINGLE ROOF 6 ROOF? PLT. HT. _ _ _ zSTU000 �-STUCCO STUCCO FIN15H7 f 12 FIN15P SHINGLE r% T FIN15H% / 4INGLE SECOND F.F. LINE 41281 ROOF SECOND FF. LINE 8° ROOFS _SECOND FF. LINE _ TDM. _ j� TE TEXTURED /TEXTURED °' «, -TEXTURED FIN15 7l FINISH e �;, MATCH FIN15H 7 D15TANCE l AT FRONT o� MAIN FF. LINE _ _ _ - _ _ - _ _ _ _ _ - _ _ -MAIN FF. LINE _ GRADE LINE (ASSUMED) GRADE LINE (ASSUMED) LEFT ELEVATION SCALE:1/8" = 1'-0" EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM F GI.AR OPENINC� NICxNtSLING UNITS, WHERE THE OPENING OF AN OPERABLE D15 LOCATEED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS; WHERE PROVIDED, SMALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) R3122 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING z w 3/411 THICK NOTE: THIS DETAIL SHOW$ THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.R . 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, THICKNESS OF TEXTURED FIN16H OVER FRAME APPLICATION TO BE PER FB.G.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 14" GIRDER 612 a6 TRU55 ROOF TRUS5E5 612 AT 24" O.C. rTYPlcau /2-6TORY 9 0 ❑ ❑ ❑ ❑ ❑ ❑ VOLUME 0_1r FT BR. 3 4� �0 00 00 -� FLOOR SYSTEM BEAM LINTEL LANAI GATHERING Zn T. � 0 0Li LINE OF OPT. PKT. SLIDER SECTION AA. SCALE: 1/8" _ I'-011 AT 24" O.C. (TYPICAL) 2 CAR GARAGE 61% 12 L9HINGLE Q6 a6 ROOFS SHINGLE PLT. HT. ROOF PLT. HT._ LSTUGGO FINISH? * F�• � r SECOND FF. LINE_ 811 SHINGLE a4 SECOND FF. LINE T.OM. _ ROOF - - T.O.M. TEXTURED TEXTURED FINISH a FINISH MAIN FF. LINE L TEMP• MAIN PF, LINE( GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION, SCALE: 1/81' = I' -ell SHINGLE ROOF — PLT. WT. v+ � SHINGLE -SHINGLE ROOF SECOND FF, LINE _ ROOF 7 612 -� T.O.M. _ TEXTURED _ MATCH FIN15H 9 DISTANCE MAIN FF. LINE AT FRONT GRADE LINE (ASSUMED) 01111111111111 off`` • ."••r••s•°� Lh'r'.�, O r; OZ M010010 .'� L side 12 12 LSNINGLE "'� 12 ROOF Q6 PLT. HT. Z57UGC0 j� co H TEMP. ZSTUCCO FINIS * r' FINISH 811 _ SECOND FF. LINE TEMP. _ SECOND FF. LINE SECOND FF, LINE TEXTURED FINISH 7 0� co;l MAIN FF. LINE _ ::MP' GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/5" - I'-011 TRADITIONAL ELEVATION "B" GARAGELEFf X �m Ua�o I 0JMI�W 'c:YN� 2rn�M 6 V L �oJc� 0 0 C�. ��.0 0��0 3�E �� rom w—N J * m 00 ZN�� • JOB NUMBER 27002 377 • CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED = DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OLC) MM, RORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W IISBEWS.GOM TAMPA • DENVER. - EST.1994 �,, ��1 111 ��� 111 111 Vortex Engineering, LLC, 607 S Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL# 52683 - CDA# 28035 - Paul D Kidwell, P,E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE5I6N, AND FIND IT TO BE IN OOMPLIANOE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE51DENTIAL ('%h EDITION) THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL� 2582 • T/ TLE • ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING Ur IVIA I LKIAL F'LK :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) E-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN ERG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM Ap TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING SEE NOTE #2 -� WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND DE 4' -1" BEAD OF SHOWN, PROVI CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING I i PER BUILDER i ■ PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" I I II WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING vr'9T,S,F 'Q FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER Q' SILL PLATE (SEE DETAIL B O2 FOR OPTIONS) .� o 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER ° RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: ,-FLASHING WEATHER RESISTIVE BARRIER / V i DO NOT FLASH OVER BOTTOM NAILING FLANGE 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" WALL COVERING 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK-! SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. I I I I I I I I I I I I I I I I I I 2X8 TRIM BOARD �,"\-STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL, 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250 OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6, AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS 5 GARAGE LEFf x m U r0 O -j 'A Y/ 0 's ti o °J ` co) )>JN 1.6 °°U. • 0 co v_ 0_j co 3�E d� Ag J (D � CC c°DvLet Z • JOB NUMBER 27002.377 • CAD FILE NAME ANASTASIA L ISSUED 11 _28_ 17 REMISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLMMAk FWPMA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W.DAVISHEWS.COM TAMPA • DE OVER �-a EST.1994 �- N � z uj c)c:) O 0 c) 7 2 r1f000 Ln 0 M C) 2582 91 • 383 • 1 le -SHEATHING TEXTURE FINISH COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.Wb. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) /-- DOOR ROUGH OPENING - 3/4'A"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST 7pll SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 3/4 -1 BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD O, T kf94v". *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WALL SHEATHING 0! ASPHALT SEALANT: �j j��� CONT. GALV. "L" EXTEND MIN. OF 6" �/ �j� j FLASHING PER PAINTED OUTSIDE OF FLASHING MANUFACTURES rTEXTURED, ER. WALL FINISH SPECIFICATIONS ROOF CRICKET:MIN: 3:12 SLOPE STER STOP 6:, CRICKET AS SPECIFIED BY PLAN (REQUIREDAT ALL LEVEL VALLEY VERTICAL WALL LOCATIONS) AT ENTRY BEAUTY STRIP ROOF SHINGLE OVER DIVERTER FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH , •`ri s;;� `, c a ir?rr a::'.:':;:`;� i i HOLD EXTERIOR FINISH 2" ABOVE '11-1 w :v1 A, w::A :iROOF si ° :: n' i' •� FLASHING t ii w zl. zl e e • •J.v, J.v, •'l.v CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR � CONT. GALV. "L" FLASHING PER / MANUFACTURES SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR I / < > I CEMENT PLASTER OVER BLOCK 1ST SELF -ADHERED FLASHING FLOOR INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER °E CONTRACT METAL DRIP EDGE TO BE UNDER �,y�F.gsti/ti UNDERLAYMENT AT �F'l Tqp OC,QOS S,ROOF EAVES O TYPICAL ROOF TO 0, �R`PyMoN� p \ a �P WALL FLASHING DETAIL FggrtiTo,� t� °°��SE ARSE °ARSE \ 5�q�N GO 3Rp G G°URSES0 DO NOT NAIL WITHIN 6" VALLEY CENTERLINE RAKE METAL DRIP EDGE z2 70 TO BE OVER s' EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. j THE RAKE AND EAVES ABOUT SAVE 7" PIECES TO USE IN 5T1/2" IF DRIP EDGE IS USED, OR H ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. 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 \ EJ FIGURE 4: VALLEY DETAIL NOTE: i THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED FI i *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S,B, SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.TGARAGE LEFT K M io 100 J W) O JMN� 'A .W5 00 �/ sm > > J N L QaLL • 0 C ° �,, 0 -j E O m ro 1 %E iz Ile �0CCro,: y� N T Z L d JOB NUMBER 27002.377 • CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET FAST OUXMAR° FLORMA 3*77 813 SK25 1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TANWA • DENVER - EST.19" • TITLE • FLASHING DETAILS ELECTRICAL <'r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET F.,. GROUND FAULT NTERR)PTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET �p SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL. MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ib EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) p THER'10STAT o3] ELECTRIC METER JOEL ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN 4 J �7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT, CEILING FAN NOTES- 1, PROVIDE AND INSTALL GROUND FAULT -CIRCUIT -INTERRUPTERS (GP.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES ... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AP.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPC.I. PROTECTED (GF.U. 6. IT IS THE RESPONS151LITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FRILL COMPLIANCE WITH NP.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5UI;IING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. A/C P18CONK A/C COACH LIGHT G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY LOCATION FOR CEILING FAN PRE -WIRES * * * MICROWAVE OUTLET +14" COACH LIGHT G.C. VERIFY UNDER CA51WT LIGHTING 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE D TYP. 014 AND M2 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED MO COPPER TO WATER HEATER UNDERGROUND I i 08 COPPER TO RANGE SERVICE BY POWER COMPANY +4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT x Lo J O lQ ~O o NW , N 0W�M rr• N ;- Lr QQJc L. i' LL ' 0 0 °u�ti ... 0-j C0 [Ldro� t J * m �tv pcc�f� ov zo • JOB NUMBER 27002.377 CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REVISED ' 01 2 50/ EWS D1�VIS BEWS DESIGN GROUP 150 STATE STREET EAST oI.DSNWtt, F1.ORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSHEWS.CAM TAMPA • L7E1-iVER. -.�-� EST.1994 ��J - • 17TLE • MAIN FLOOR ELEC. PLAN �A 1- CTfRICAL 1\ 44r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i01 RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN -� TRACK LIGHT FLUORESCENT LIGHT FIXTURE C) EXHAUST PAN i0 EXHAUST PAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIMAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR sD SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER JOE- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1> ROUGH -IN FOR OPT. CEILING PAN V J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ < J ROUGH -IN FOR OPT, CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (Gfl) AS INDICATED ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES ... 42" OUTLETS ..... 1411 TELEPHONE...14" (UNLESS A5V COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.i. DEVICE AND TAMPER -PROOF RECEPTACLES PER NE.C. 2011406.12 AND 406.13 5. ALL BA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GPD, 6. IT IS THE RESPONSIBILITY of THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, U.C.2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAR30N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ROUGH -IN /� FOR OPT. FANLIGHT < J 4 BEDROOM 2 . BATH 2 -2iF- / - I LIGHT AND SWITCH © I � IN ATTIC L _ J SWITCHES D}OIIN TO G \J ROUGH -IN FOR OPT. PAN/LIGHT HORIX.— MAKE-UP LIGHT BEDROOM 4 ROUGH -IN fl- --� FOR OPT. FANLIGHT SD II q All 1 ..PAj O- /' LOFT \ FLOOR OUTLET ROUGH -IN (VERIFY LOCATION) FOR OFT. FAN/LIGNT I I� BEDROOM 3 \ G J ROUGH -IN \FOR OPT. PAN/LIGHT ---------7- G.C. VERIFY ALL G.C. VERIFY LOCATION SMOKE DETECTORS FOR CEILING FAN TO BE HARD -WIRED PRE -WIRES * * * * * * * * 0 x w r it r0 J Q �ii OJ 0 co 2 (o L T ! j N 0 I M o °pro^ 0� �O 3�E LL N t0) am 0O cro�h Z cf I t JOB NUMBER 27002.377 CAD FILE NAME ANASTASIA L ISSUED 11-28-17 REMISED rob DAVIS BEWS DESIGN GROVP 1.50 STATE STREET EAST OLD&MAR, FWRIDA 3*77 813.925.1300 TEL 813 . 925 . 1800 FAX W W WMAVWSBEWS.COM TA"PA • DEIVVEK -� EST. 1994 2582 • TITLE • UPPER FLOOR ELEC. PLAN UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT lk== .♦ FLOOR TRUSSES ROOF TRUSSES. .r i C0 .W ®. ©.. FRAMING FAFENER CAPACITY LEGEND %. )'•.•,.•••• ��;O`•'" 0 51MP50N MT51116, 20 - (1)10d w/ (4)1/4" x 21/4" TITEN (TYP. @ 5IMP50N H10 (8)Sd X 11/2" (TYP. 5YP FRAME) FRAME TO MASONRY) 51MP50N META16-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 61MP50N MT512 - (14)10d 11/2" (TYP, 5YP FRAME TO FRAME ALL-AROUND) O6IMP50N M5TAM24 - (9)10d w/ (5)1/4" x 2 1/4" TITEN (TYP. 14 51MP50N L5TAI8 - (14)10d (TYP, FRAME TO FRAME) FRAME TO MASONRY) ® 51MP50N LTT205 - (10)-10d + 1/2" x 10'' A.B (TYP. FRAME TO 15 SIMPSON HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O 51MP50N HETA20 - (9)-10d x 11/2" (TYP. 5YP FRAME TO 16 SIMPSON L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) ® SIMPSON HTT4 - (1) 5/8" dla. A.B. + 18-16d BOLT IN 51MP50N SET 1� (2) 5IMP50N MT518 - (14)10d 1112" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY K.O. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O 51MP50N MGT - (1) 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MA50NRY K.O. BLOCK SET IN 51MP50N SET EPDXY. (TYP 2-PLY lg 51MP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) TRUSS HEEL TO MASONRY) (3965") SIMPSON MGT - (U 5/8 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/6" 2m (3) 5IMP50N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MASONRY KO, BLOCK SET IN SIMPSON SET EPDXY. TO FRAME) ® SIMPSON MSTAM 36 - (4)1/4 x 2 1/4" TITEN TO BLOCK AND 1-10d 21 (4) 51MP90N HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) 5IMP50N LGT3-SD6 2.5 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 )TYP. FOR 3-PLY TRUSS HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES 9 IMP50N HTT5 - (1)5/5" DIA. A.B.+ 26-16d BOLT IN SIMPSON SET PDXY, EMBED A.B. 511(MIN) INTO CONCRETE OR 12" )MIN.) INTO 24 SIMPSON HT5MIb - (8)10d w/ (4)1/4x21/4TITEN (TYP. 5YP FRAME TO MA60NRY KO. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) @ 51MP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + lb-10d EMBED A.B. 25 6IMP50N M6TCM40 W/ (14)-16d SINKERS AND (10) x 2" TITEN INTO MASONRY KO. BLOCK 12'' (MIN) SET BOLTS IN SIMPSON SET SCREWS EPDXY. (TYP 5.Y.P. FRAME TO MASONRY) 2io 5IMP50N M5TCM60 W/ (2b)-Ibd SINKERS AND (14) ° x 2 a' TITEN 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4"DIA. AB.+ (16)10d EMBED SCREWS A.B. INTO MASONRY K.O. BLOCK 12" )MIN) SET BOLTS IN SIMP50N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) NOTES: I. TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2, CAPACITIES ARE AS PER 51MP50N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE, SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TU55 D5 N NOTE: ADDITIONAL DELEGATED TRU55 MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED O EROE- 1: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 (AT EAG ) W/ (1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MA50NRY TO TRU55 CONNECTIONS TO BE SIMPSON HETA20 (3211 O.C. _T 10d x 1-1/2" ({16EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED#0(UND.) 3. ALL FRAME TO TRU55 CONNECTIONS TO BE SIMPSON HIOA W/ (18)10d x 1-1/2" OR SIMPSON HT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A 51MP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'5 SPECIFICATIONS FOR FULL CAPACITY 5Pr=CII-ICATION FOR LEDGERS (THE FOLLOWING SHALL APPLY UNO) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA, x 3" TAPGONS AT 12" O.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING )TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TRUSS 51STERED 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.S. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE 5U55TITUTE, UNLESS THAT TRU55 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 W/ 51MP50N HU/HUC28 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 W/ (4) SIMPSON SDS25600 SCREWS AT EA. STUD li(o" O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/5" DIA. x 8" A.B. AT 24" O.G. STAGGERED BET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 51STERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD525600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSI6 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D, HU/HUC28-2 OR HU/HUC28-3 MAY 5E USEDFQR 2 FLY OR 3 FLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. TRADITIONAL ELEVATION "B" TRUSS STRAPPING PLANS GARAGE LEFT K 0C 1 LO UoN0 O J In 1 0 IN am >>„JN oolL 00 :2 0 aaaa 0 -j O E lLWJ JOB NUMBER CAD FILE NAME ISSUED 27002 377 REVISED ANASTASIA L 11-28-17 DAVIS BEWS DESIGN GROVP JSO STATE STREET EAST OLDS11MIt, FI.ORIDA 34677 8ts . 925.1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.C.oM TAMPA • DENVE1i. ES71994 111 Vortex Engineering, LLC, 607 S, Alexander St, Suite 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - COA# 28035 - Paul E Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE56N, AV FIND IT TO BE IN COMPLIANCE KITH 5EGTION R301 OF THE PLORIDA BUILDING CODE, RESIDENTIAL Oth EDITION), THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY OHAN6E5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER, SEALED FOR STRUGTURE ONLY c c) 00 C) 2582 ; • TITLE � • TRUSS STRAPPING PLANTR • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/a" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING 5CNEDULE5 (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCT5: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRU5S MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE 5U15STITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGE5 MADE AFTER TRU55 ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCT5 ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRU55 ENGINEER IS A DELEGATED ENGINEER FOR TH15 PROJECT 4 A5 SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS $ LAYOU75 FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS s THIS TIME $ RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HA5 BEEN PROVIDED FOR REVIEW. CON71RAC70R, 45 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN 5UE31M1TTED 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 $ INSTALLED USING MOST RECENT 5C51 RECOMIMENDATION5. TEMPORARY d PERMANENT BRACING SHALL BE PER 1"1057 RECENT BC51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENT5 APPLY. 7RU55 ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY $ UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW,'ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR 5UPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUS5 CONNECTIONS SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. fF`RECAST CONCRE7E COMPONENTS: • PRE -CAST 4 PRE-5TRE55ED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CA57 CRETE. USE OF CASTCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLU5TRA710N PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RE5PON515ILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S 51F`ECIFICATION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRE55URE5 REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR 45 A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 3 TRIM: • ALL WALLS & KNEE WALLS SURROUNDING 5TAIRWELL5 ARE TO BE FRAMED 14 10" O.C. TO PROTECT FROM FALLING HAZARD. • 1 & 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS d CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TO BE 1/2'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT 70 LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTE5 WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/8" STUCCO OVER 13/32" 055. ROOFING 8 FLASHING (NOTE: 5EE ELEVATION PAGE FOR ROOFING TYPE): • FA5TENER5 FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. R'305.2.5,1 • 5HINGLE UNDERLAYMENT: MIN. 30'* FELT (OR PEAL d STICK) INSTALLED PER MANUFACTURE SPECS * FBCR 905.2.7. • TILE UNDERLAYMENT: PEAL & STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN, 20 GAUGE GALVANIZED STEEL FLASHING. FLASHING 70 BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK S 5TONF-: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE STEEL ANGLE W/ 1/2'' DIA, X 5" SIIMPSON TITEN HD ANCHORS e 24'' O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS Z 12'' O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER 51DE MINIMUM. ANGLE 51ZE PER B.I.A. d F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES 5UPPOIRT6, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, LLG. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, A5 BRICK/STONE DE51GN 15 BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, B LIMIT DEFLECTION TO L/roOO IN THESE AREAS FOR PURP05E5 OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASIHINGS, WEEPS, CONTROL JOINTS, d ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS R VENEER5 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS $ THEIR FLORIDA PRODUCT APPROVAL OR 1MIAM11/D4DE NOA, GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: l.l, FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 31a). 1.3, AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM5 402/ACI 530/A5CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRICTURES (TM5 403) 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRICTURES (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF 5TRICTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6, DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPU LATEST EDITION, 1.7, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND5) LATEST EDITION, I.S. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRICTION GUIDE (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF SURACE LIVE: 20 PSF ROOF 5UFfACE DEAD: 7 PSF FOR SHINGLE OR METAL, 20 P5F FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 F'SF ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 PSF 2.2, FLOOR LOADING: GENERAL LIVE: 40 P5F GENERAL DEAD: 15 PSF MIN, BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROO" 15 LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PSF GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2A NOTES ALL FOOTNOTES AND LIMITATIONS LISTED IN THE FBCR TABLE R301.5 SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOORS, CONTACT ENGINEER FOR RECOMMENDATIONS 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1, MINIMUM ALLOWABLE SOIL PRESSURE 15 ASSUMED TO BE 2,000 P5F AS PER TABLE R401.4.1 3,2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FORA MINIMUM ALLOWABLE SOIL BEARING PRE55URE OF 2000 F15F. 33. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4, CONCRETE: 4.1, OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM COMFRE551VE STRENGTH Cr- 2500 psi 6 28 DAYS (U.N.O.). 4.3, REINFORCEMENT REBAR5 A5TM A615 GRADE 60 (U.N.OJ 4.4. WELD WIRE FABRIC (W.,F ASTM A105) or FIBER MESH PER ASTM CI116 TYPE III 4.13, USE 0.1% BY VOLUME MINIMUM (1.5 LBS / CU YD) 4.5, LAP SPLICES 4 HOOKS SEE TABLE. 5, MASONRY: 5.1, MASONRY CONSTRICTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS 01 "SPECIFICATION FOR MASONRY STRICTURES (ACI 530.1/45CE 6/7NS 602)" PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAR1'11NGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEER5, RESTON, VIIR�INIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2, GENERAL SPECIFICATION FOR MASONRY 5TRICTURES: 5.2.1, TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 52,2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 P5, 5.2.3. DETERMINATION OF COMPRE551VE STRENGTH 15 THE ALLOWABLE 5TRE55 METHOD. 5,2A UNIT STRENGTH METHOD 15 NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE 15 NOT APPLICABLE 526, GROUT SHALL COMPLY WITH A5TM C416, GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A 5LUMP RANGE OF 5'-II" 5,3, PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5.3.2, MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN, CONCRETE MASONRY UNIT, 5.3.3, REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3A WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.35, 5TAINLE55 STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 53.1, CORROSION PROTECTION FOR TENDONS 15 NOT APPLICABLE. 5.3.8. PRE-5TRE551NG 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 OTHERUI5E. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5,43, MASONRY EXPANSION AND CONTROL JOINTS 45 INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS REQ'p ,11 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LCCATIONS 5HOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVI51ON5 OF TM5 402/ACI 530/A6CE 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/a")', AND 'MICHIGAN CONTROL JOINT'.. 6. WOOD FRAMING: 6.1, DIMENSIONED LUMBER SHALL BE DRE55ED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUF,4CTURER'5 ASSOCIATION. 6.2, ALL LUMBER SHALL BE 5OUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED Q BEAM OR GIRDER TRJ55 BEARING LOCATIONS. UNLESS NOTED OTHERWISE, 6.3.2, NOT USED 6.3.3. NOT USED 63A ALL TRU55 BRACING LUMBER SHALL BE S.Y.P. 12 OR BETTER 6.3.5, INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE SPACED @ 16" O.C, 4 SHALL BE 5,Y,P. OR BETTER 6.3.6, TYPICAL AT ALL LOAD BEARING 5.Y.P. COMPONENTS, 12 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.1. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8. INSTALL BLOCKING IN ALL WALL 5TUD5 OVER 6-0 ia MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE ENE) WALLS e 4'-0 O.C. AS SHOWN IN DRAWINGS. 6.3.9. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PLATES 4 SHALL BE FASTENED PER P/53, BOTTOM PLATE5 SHALL BE 5.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 5000# TO BE CONTINUOUS THRU TOP PLATE TO GIRDER 6.4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 4 BARE THE AMERICAN WOE) PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.CJ, (SEE PLAN5 FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 1/16" MIN, THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24" MAX SPAN. 6.6.2. WALL: 7/16" MIN, THICK SUPPORTED OVER 24" MAX, SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECO MENDATICN5. 6.7, ALL NAILING 4 BOLTING 514ALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CON5T9.ICTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 5UPPLIED BY SIMIPSON STRONG TIE GO., USP, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL, ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER 6.9, BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRICTION, 6.11, INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE 51DE WITH NAILING PATTEFN PER 'O'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10'' A.B. e 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 51MPSON SD525600 �@ 24" O.C. MAX. TO FLOOR TRI55E5 OR BLCCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH 51r11FSON HTSI6 OR TO BLCCKING ABOVE @ 24" O.C. AS PER DETAIL 'F/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION & TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER 4 ELECTRICAL PANEL. • CONDENSATE d ROOF DOWNSI='OUTS SHALL DISCHARGE e LEAST 1'-0" FROM BUILDING SIDEWALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL R15ERS 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 517DEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERIMITICIDES, BAITING SYSTEMS, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM G MIL, VAPOR RETARDER IMU57 BE IN57ALLED. • CONCRETE OVER POUR 4 MOR7AR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PE37 CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL ISE 156UED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-O" OF ANY BUILDING OR PROPOSED BUILDING F� GATION FOIR 5UGK ATTACHMENT SPECIFICATION FORANCHOR BOLTS (THE FOLLOWING SHALL APPLY U.N.O.) (THE FOLLOW G 5HAL PP Y U. .O.) ATTACH WINDOW THROUGH BUCK TO F • ALL 1/2" DIA. A.B. INTO THE TOP OFA MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA, OR 5/8" DIA.A5, INTO THE SIDE OF FILLED MASONRY ATTACH TO MASONRY w/ 1/4" x 3" MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) 0ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA, A.B. INTO THE TOP OF CONCRETE THICKENED SLA55 SHALL LIMITATIONS (THE FOLLOWING PPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF 1" • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET EX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. HED DESIGN FOR ITS STRUCTURAL . THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 LIANCE WITH SECTION R301 OF THE FLORIDA ING CODE, RESIDENTIAL 5TN ED., AND IS NOT Fcc DEGREE HOCK, THEY Do NOT APPLY To ANY OTHER ANCHORAGE ONSIBLE FOR THE DESIGN'S ARCHITECTURAL DEVICE. SPECIFICATIONS FOR TH05E DEVICES MUST ACCOMPANY THE R DRAFTING CRITERIA N.E. - DIMENSIONS, NOTATION TO USE SAME. ETICS, CONTINUITY OF LAYOUTS, ETC.) ANY NTINUITY IN DESIGN IS THE RESPONSIBILITY E DESIGNER. 5FECIFICATION FOR LANDING6 4 FAIR CONFF�CTION (THE FOLLOWING SHALL APPLY U,N,O.) FALL_� RINGERS TO BE 2-2X12 #2 5YP. ALL 5TRINGER5 TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH 51MPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• 5 MASONRY/CONC. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./CONC.). •• a WOOD WITH (4) 0,131 X 32'" NAILS AT EA. STUD MIN. (V' O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL 5TRINGER5 SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONIC.). ATTACH FOOT TO FLOOR: •• CONC. W/ 4" DIA. X 3" TAPCON5 0 12" O.C. •• e WOOD ATTACH W/ 0.131 X 31" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X31" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 5YP, MIN, 1� 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 12 5YP WITH 2-2X4 5UPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.5. END NAILS AT EACH LANDING J015T, 4 (2) 0.131 X 32" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 10" O.C. MAX. ••• 4" X 3" TAPcoN5 a) all O.G. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 51MP5ON LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM 5PEC5. 5UB6TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS, ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 4 SECTION R312. "FOR STRUCTURES WITHIN THE WIND-BORNE DEBR15 REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION 5A5ED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TN EDITION (2014)." ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Valt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. -I-/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SOFT + 28.8/- 117.9 PSF 20 SOFT + 26.7/- 109.8PSF 50 SOFT + 22.5/- 100.1 PSF @ 100 SOFT + 20.4 /- 92.4 PSF WALL @ 10 SOFT + 50.0/- 67.0 PSF @ 20 SOFT + 46.6/- 62.7 PSF @ 50 SOFT + 44.9 /- 57.2 PSF © 100 SOFT + 42.4/- 55.5 PSF 500 SOFT + 37.3 /- 41.5 PSF GARAGE DOOR 8' WIDTH + 44.6/- 49.7 PSF 10' WIDTH + 43.9/- 49.2 PSF 12' WIDTH + 43.2 /- 48.6 PSF 16'+ WIDTH + 42.2/- 47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "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 D15CREPANGIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT, USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXEGUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY b�0 a"\Dp.�� ; .. •� .. w n iY o�O Z i-z � z� 1 wwx nw - Qti O w LU p Q) I-- Z CY < C) �o=� C)/ Lij C) ~� z>-1 LL�C7 wQzo LUW , � (3 zwz J �D N J u o 4-A LLI r°o ? o<v U_ mm ro 0 -�I u� N- LQ DATE 00-3047 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural NoteS Sheet number: - N 1 141-50 12 YP.J SEE ELEV. 1 51MF60N 5F2 @ EA.5TUD 7/16" APA RATED SHEATHINC SEE SCHEDULE FOR FASTENING 2X4 PT 5TUD5 0 16" D.G. OR- (02X4 PT STUD 'a 24" O.G. UNDER COMMON TRU55 W/(2) 2X4PT STUDS UNDER NIP CARRIER/GIRDER TRU55 51MF50N 5PI Q EA. STUD 2x4 PT. BTM. PLATE W/ —� 1/2'' DIA.x6" A.B. @ 24" O.C. 51MP50N META20 'a EA.5TUD 8"X8"X16" K.O. BLOCK W/1 #5 4 FILLED W/2500 P51 GROUT PRE- ENGINEERED WOOD TRU55E5 @ 24'' O/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) DOUBLE "2X" S.P.F. TOP PLATE CRICKET AS REQU I RED MAIN SPAN ROOF TRU55 UPLIFT CONNECTOR (SEE SCHEDULE) M016TURE BARRIER (1)05 VERT. IN CONC.FILLED CELL W/ 5TD. 9O° HOOK IN K.O. BLOCK HATCHING LEGEND NOTE: -d-� "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD 5FH4 CONNECTORS SHOWN, F Kneewall Above Masonry Wall Detail (4) 106 NAILS BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 SCALE: NTS d\ 4 / \ 4 d "3=2 -1/2 u° 04=2-1/2 44 3ud 06° ` 4 Lt4 °. 4'' e ° °° LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHE5) C;RADE 40 GRADE (oO BAR 51ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE "3 11/5 4114 1 15 21/4" 41/4 91/4 IS 04 2 1/2 5 5/8 9 1/2 20 3" 5 5/8 12 1/2 24 "5 3 1/8 1 11 3/4 25 3 3/4" 1 15 1/2 30 % 3 3/4 8 1/16 14 30 4 1/2" 8 1/16 1S 112 36 01 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 *8 - - - 8" 11.25 24 3/4 48 09 - - - - 9" 12.66 28 54 "10 10" 14.06 31 (00 «II 11" 15.46 341/4 A(" FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF TRUSS TOP PLATE LAIRGEITHAN N Rebar Lap, Embedment &Hook Schedule BRG, TRU55 BRG. OR WALLS "J" BOLT W/ NUT 4 WASHER (REFER TO SEE PLAN SEE PLAN 2x8, USE SIMP50N ON EACH SIDE OF STUDD T TO $1 SCALE: NTS NOTE: BOTTOM PLATE $ SIMPSON DOOR MANUFACTURERS INSTALLATION NOTE: HATCHI C LEGEND REGARDLESS 5F2'5 ON EACH SIDE OF #5 VERT. WALL ---,,_INSTRUCTIONS FOR SPACING $ SIZE) STUD BEARING OF HATCHING FASTEN EA, STUD STUD TO TOP PLATES. REINF. GROUT 2x6 P.T. JAMB "AT 2x6 WALLS USE SFH6 WALL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR SIZE) SYP 2x4 MIN. PLANS, WALLS THAT SUPPORT 51MP50N 5PH4 w/ 12-10d NAILS SEE TRUSS SHEET FOR a • • NOTE: (SEE TRUSS SHEET 5PH4 CONNECTORS SHOWN, AT 2x8 WALL5 USE 5PH8 BEARING WALL (W/O UPLIFT) STUD5 @ 16" O/C ROOF TRU55E5 ADDITIONAL STRAPPING COLUMNS' 4 "NOTWITH5TANDING MANUFACTURER'S FOR SCHEDULE) CONNECTORS IN LIEU OF EITHER SPECIFICATIONS, JAMB SHALL BE 2x6 6PH4 CONNECTORS SHOWN. DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE (1) 51MP50N 5PH4 W102) 10d FOR WALLS LARGER THAN INDIRECTLY HOUSE WALLS PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 112'' DIA, x 8" COMMON NAILS EA. STUD 2x8, USE 51MP50N 5FI'5 ON GARAGE TD I/2" DIA. x 8" HOUSE WALLS ARE TO BE BUILT A5 , INSULATE PER 5TUD5 e 16" O/C �� �� � TRACK/BRACKET A.B. AT 24" D.C. 5TARTING 9" MAX. FROM THE SLAB, USE 2" DIA. WASHERS 1/2" GYP. BOARD EACH SIDE OF STUD TO 112'' GYP. BOARD BOTTOM PLATE 4 SIMPSON TITEN HD 48" INSULATE PER BEARING WALL CALC5/5PEC5 1/2 DIA. x 8 TITEN HD 24" O.G. FOR MAX. UPLIFT OF FASTEN PER MANUR MIN. AT EACH BOLT LOCATION. TRACK 5F2'5 ON EACH SIDE OF 2X 5.Y.F. #1 STUDS @ 16"O.C. O.G. MAX (SEE CALCS/SPECS W/UPLIFT 1500 LBS. ON EACH TRUSS 5PEG5. ATTACHMENTS TO THE JAMB ARE BY STUD TO TOP PLATES. FOUNDATION (1) 51MP50N 5PH4 . (SEE FOUNDATION PLAN OR MANUFACTURER. THESE 5PECIFICATION5 SECURE PLATE W/ 10" 1/2" DIA. U.N.O." PLAN FOR LOCATION OR w/ 12-10d NAILS EA. STUD (STRAP TRU55 PAGE FOR LOCATION Garage Door Attachment ARE MIN. STANDARDS, MORE STRINGENT Detail CRITERIA PROVIDED BY THE GARAGE "J" BOLTS 4 WASHERRS 0 2'-O" O.C. (MAX.) CENTERED ON WALL. INSULATION OR PER ENERGY CALCS./SPECS, EXCEPTIONS) NEEDED ONLY OR EXCEPTIONS) S-1 DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) PT BOTTOM PLATE SCALE: NTS CONTROL. U.N.O. WALL THICKNE55) CONT. 2X PT SOLE PLATE 0'-0° OL DBL SYP TOP PLATE a m . 4 0'-0" a' m ,ZTF 4"GONG. SLAB. SEE (1) SIMPSON 6PH4 W/02) 10d COMMON NAILS EA. STUD OOTING SEE I ° FOOTING SEE FOR WOOD FRAME WALL TO -' FOUND. PLAN FOR FOUNDATION PLAN FOR SIZES MORE INFO. _ —i —_ FOUNDATION PLAN III-1 I I— FOR SIZES 4 MORE MASONRY ATTACHMENTS THAT OCCUR A LINTEL USE V2" x 6° • 5P4 a TOP MORE INFO. EL V O -O TOP OF SLAB - INFO. THREADED ROD SET IN Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail 5IMP50N SET EPDXY. - g S-1 Without Uplift t out p SCALE:NTS $-� With Uplift SCALE: NTS 2 X S.Y.P. STUDS 16" O.C, - UN.O. tL w FOOTING SEE SEE FOUND. PLAN LOAD BEARING OR U► FOUNDATION PLAN FOR .q `� SIZES MORE INFO. CLEAN 4 COMPACTED SOIL. EXTERIOR WALL 2 X STUD (95io MODIFIED PROCTOR PER ASTM D1557) SHINGLE /TILE ROOF -SEE ELEVATION PRE ENGINEERED WD PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRU55 o 24" OC — 8" C. M. U. Gara a Wall Section Brn Wall PER MANUFACTURERS SPECIFICATIONS. SEE � 10'' x 1/2" DIA "J" CONTRACTOR TO PROVIDE MANUFF. DOCUMENTATION TO INSPECTOR TIME OF (TYP) ELEV. R-38 INSULATION OR PER ENERGY CALCS. BOLTS &WASHERS 1" X F.T.5TUD S-� W/ Uplift SCALE: NTS INSPECTION. IF SHINGLE 15 U5ED, 2'-0" O.C. (MAX) #5 VERT. IN FILLED UNDERLAYMENT TO COMPLY WITH FBCR META20 UNLESS NOTED OTHERWISE SEE CENTERED ON WALL N CELL 905.2,7. TRU55 SHEET FOR MORE INFO. FOR EXTERIOR BRNG, OR GARAGE 1/2" DIA x 6" FLOOR (4) 10d NAILS NOTE: IBRG REGARDLESS OF AN OTHER NOTE, ALL ELEVATION VARIES BRNG WALL v TITEN HD TRU55 INTO DBL TOP OF MASONRY SEE PLAN SYP LUMBER TO BE 1 OR BETTER TITEN HD 40" O.G. IF 2 X P.T. PLATE SOFFIT/FASCIA LESS THAN 5'-0'' WALL 15 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.C. IF EXTERIOR FINISH 1/2'' GYP, BOARD TYP. SEE NOTE ON N-I PAGE FOR GARAGE ELEVATION PAGES FOR SOFFIT/FA5CIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) ° SECURE PLATE W/ 10" 1/2 1/2" GYP. BOARD APPLICATION ° e - ,� -.-� ._ -- n ° ' ' - __T ti __ - _- .- -. GRADE DIA. "J" BOLTS 4 VARIES SEE ROOF PLAN o. WASHERS 'a 4'-0'' O.C. 0 p ° ° ° (MAX.) CENTERED ON 2X S.Y.P. #1 STUD5 x2 PT NAILER 8"x8" K.O. CMU BOND BM. w/ I - #5 BAR (1) SIMP5ON 5PH4 ° ° ° . .' o' �. — - ,. — — _ WALL. (REFER TO FND 4 CONT. (MIN LAP = 25) GROUT CELLS TYP. ° _ = �'' ' ' P FLR PLN FOR WALL INSULATION OR PER ENERGY 1/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. ° - -- -- THICKNE55) CALCS./5PEC5. VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL ' °' ° ° CONT. 2X PT SOLE PLATE EMBED ACI 5TD. HOOK WINDOW OPENINGS SEE FOR PLN FOOTING SEE '& o _ = _ _ 4 GONG. SLAB. IN BOND BM. #5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR — — _° —° — — I SEE FOUND. PLAN SIZES 4 MORE INFO, _—_ _ _ FOR MORE INFO. PRECAST CONC SILL _ _ _ _ _ I EL 0'-0" TOP OF 5LAB CURTAIN NAILER PT - I —III —III— y. Ix4 WINDOWS S.G.D. #5 BAR VERT. WALL REINF. CONT, NOTE:7. T--� ° TO BOND BEAM. EMBED ACI 5TD, AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS Z ,_I_ - = ° s WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN FOOTING SEE `' .,,. 5EE FOUND, PLAN (WHERE APPLICABLE) CELLS SOLID. 2x8, USE 6IMP50N 5FI'5 ON EACH 51DE OF STUD TO BOTTOM PLATE 4 SIMFSON 5P2'5 ON w FOUNDATION PLAN ° `< ` ' EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOR 6IZE5 4 MORE ` ':; CLEAN 4 COMPACTED SOIL. Ix2 PT FIR STRIP @ 24" O.G. 8"xl6" C.M.U. PER 45TM C-9O (TYP,) FM=1900 P.5.1. (MIN.) W/ TYPE M OR INFO. (95io MODIFIED PROCTOR PER ASTM p1557) 5 MORTAR PER A5TM C-210 Ix4 PT BASE NAILER IN5UL. PER CALCS. 4 SPECS 4"GONG, 51-45. SEE FOUND. PLAN ELEV 0'-0" TOP OF SLAB FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. ° 5/8" CEMENTITIOU5 FIN15H PER r,--,\Tvr)ical Ext. Masonry Wall Section FBCR 703.E SCALE: NTS CMU WALL-5EE PRE -FORMED CONTROL JOINT PLAN 4 SCHEDULE CAULKED JOINT W// 3/8" \-VERTICAL REINFORCING (SEE BACKER BAR AT MAX. PLAN FOR SIZE 4 LOCATION) EXPOSED FACE E Example CMU Wall Control Joint Detail $ SCALE: N.T.S. NOTE: SEE N-1 FOR ADDITIONAL/ALTERNATE PARAMETERS, CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK GG R&ES K Garage Wall Section Brng Wall $ 1 )W/O Uplift SCALE: NTS 2X STUDS 6 1/2 GYP, BOARD 100,24"O.C. SECURE PLATE W/ HILTI CF62 POWDER INSULATION OR ACTUATED PINS 'a PER ENERGY 48" O.C. OR EQUAL CALC5./5PEG5. MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x 6" EMBEDMENT 6IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.G. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: I. 5/8" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.G. IF RESISTING UPLIFT LDAD5 OR 3 1/2'' EMBEDMENT AT 48" O.C, IF RESISTING GRAVITY LDAD5 Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS CONT. 2X PT 50LE 4"CONC, 5LA5. SEE PLATE FOUND. PLAN FOR MORE INFO. EL V 0'-0" TOP OF SLAB w— — — — .—..... __.__ _ _ _ _ . d • —_ — — . — y— W ' '^ SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR CLEAN 4 COMPACTED 501L. 51ZE5 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1551) M Garage Wall Section Non-Brn . $-� SCALE: NTS I EMBED ACI STD. HOCK IN BOND BM. K.O. CMU BOND BEAM 05 BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS #5 DOI.UEL5 SEE PLAN FOR LOCATION LAP 25" MIN, 8x8 K.O. CUM BOND BEAM w/ 1- 15 BAR CONT. PRE-ENGINEERED GONG. LINTEL w/ 1- 05 BAR CONT, #5 BAR VERTICAL WALL REINF, GROUT CELLS SOLID SEE PLAN FOR LOCATIONS ` #5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. EMBED ACI CLEAN OUT STD. HOOK IN FOOTING 0'-0" FINISHED FLOOR FOOTING SEE FOUNDATION PLAN • .. ; • FOR SIZES 4 MORE INFO. °di A. a a. Masonry Column @ Lanai/Entry Detail S-1 j SCALE: NTS 4 K.O. CMU BOND � BEAM 0 }O -1 IL CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BCNI OR CIF BEAM ABOVE WITH MINIMUM EMBEDMENT OF C USE 51MP50N 5E1 HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDI" 5" SIMP50N SET EPDXY EXISTING MA5CNf BOND BEAM OR 5LAB WA Sf / SCALE: NTS 15 BAR TRANSITION STEEL ACI STD. NOOK (TYP) VERT, WALL REINF, NOTE: • MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN 5LA5 W/ 5" MINIMUM EMBEDMENT, USE 51MF50N SET EPDXY, MAXIMUM OF 3 IN A ROW 4/CR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRU55 ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR 15 1`115PLACED OR M155ING MAY BE FASTENED TO THE MASONRY BOND BEAM U51NG ONE SIMPSON HTSM16, MAX. CAP 15 1175 #. MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-9 SCALE:NTS E TOP TIE BEAM CL 05 VERT. CORNER -� CELL FILLED W/ N I CONCRETE L#5 LAP L—CONY. #5 25" LAP R Corner Continuity Detail $-1 SCALE: NTS NOTE: �— GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 0I5GREPANCIE5 TO EN61NEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR GOPY 15 PERMITTED BY GONTRAGT ONLY. ANY GHANOES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX EN6INEERIN6, LLG. HAP-MLE55 TO ANY LIABILITY, GLAIM5, SUITS, OR LIT16ATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGIFIGATION5 AGGOMPANY THESE PLANS, THEY SHOULD BE READ GAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY �� eeoeeeeeeoseeeoe / 'SO i U ;ca ° n .. � s Lm(5 J =�Zud x Lu >��a 000doW c=a av�zz Q+ ~ C a, LUzip 4w f �� =u wYQw�1�= Z3 Q` 1C, zONQw�O� 1; C) o-110 s ¢� z}�� �cf D/ C) - IL L L1. LLJ W< zzzWN� LU i �7- LU m a C) LUz p z < LLJ aJ° p o _ L ma® e W 0 U) DATE 00-30-l7 SCALE NOTED DRAWN MK/PDK JOB Sheet content: structural Details Sheet number: 51 SEE TRU55 T/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE 5YP) STRAP FASTEN EA. STUD NOTE: TO TOP PLATE w/ AT 2x6 WALLS USE 51MP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING PANEL EDGES w/ (3) lxod TOENAILS EA, END 5IMP50N 5PI w/ 10-106 NAILS EA. STUD FOR 5TUD5 BELOW HDR. (2) 5IMP50N 5P4 w/ 6-10dxl 1/2 NAILS EA, STUD TRU55 ENG. MORE INFO 2x 5TUD5 a 16" O,G.9NI, INSTALL 1/2 X 6 THREADED ROD IN SIMPSON SET EPDXY a 2'-0" O.C. (MAX) CENTERED ON IF— II WALL' CMU WALL SEE 2X PT B Structural Kneewall FLOOR PLAN FOR BOTTOM $ 2 SCALE: NTS MORE INFO. PLATE - 2X BEARING WALL W/ STUDS a 16" O.C. PRE-ENGINEERE 1/16 APA RATED FLOOR TRU55 �— WOOD SHEATHING 2x6 SOLID BLOCKING W/ 3-0,131 x 3 1/2" TOENAILS a EA. END 2 X 4 RIBBON ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 1/2" NAILS 5IMP50N C516 EA. STUD TO BASE OF 2X4 RIBBON BELOW HETA20 REFER TO TYPICAL 2-5TORY WALL NETA20 SECTION FOR INFORMATION NOT CMU WALL SHOWN Cantilevered Floor Truss Over Wall 2X4 RAT RUN BRACING a 4, O.C. ON TOP ( BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 3-0.131 x 3 1/2' R.S. a EA. TRL JOINT MASONRY W SCALE: NTS 2X4 CRO55 �. BRACING a 45" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES 2X4 BLOCKING a� 24" O/G W/ 3-0,131 x 3 1/2" R.5. TOENAILS 3 EA, 1/2'" HIGH STRENGTH OR 5/8" GYP, META 12 e 24"O.0 2x FRAME WALL A Wall Con. a0 Non -Load Brng. Location SCALE: NTS SIMP,5ON MT518 EACH TRU55 DORMER ROOF BY TRUSS MANUF. OR CONVENTIONAL FRAME (SEE PLAN) 2-2"x4" BLOCKING I V 5IMP50N L5TA12 a EACH WITH 4-16D COM V V STUD OR EQUIV. TOENAILS EACH END ROOF TRU55 BY ROOF TRUSS MANUF. TYP, LOAD BEARING WALL CONST. 21Ix4" @ 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLTJ Dormer Knee Wall Attachment Detail 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5, NAILS a EACH 5TUD5 HANGER TO - PRE -ENG. BE SIMPSON WOOD ROOF LU5, L5U, O TRUSSES L55U MIN. 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.5 NAILS a EACH FLOOR TRUSS (FIELD VERIFY WITH TRUSS LAYOUT LOCATION) 5PN6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS 1(�d 6" O.G. LARGER THAN 2x8, USE 51MPSON 5PI'5 ON EACH SIDE OF POCKET — STUD TO BOTTOM SLIDING PLATE 4 SIMP50N DOOR, 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. PAVERS OR 4" CONC, SLAB SCALE: NTS 2x8 LEDGER W/ 4-0.131 x 3 I/2" PLYWOOD TO R.S. NAILS [EXTEND PAST EACH STUDS FLOOR TRUSSES PRE-ENG, WOOD FLOOR TRUSSES PRE-ENGINEERED R WOOD ROOF TRUSSES PLYWOOD TO V INTERIOR EXTEND TO AREA BOTTOM OF WALL 2x8 LEDGER W/ 4-0,131 x 3 1/2" R.5. NAILS EACH 5TUD5 WITH FLOOR TRU55 WITH -OUT FLOOR TRUSS � T ical Led er Detail $-2 SCALE: NTS HANGER TO BE SIMP50N LU5, LSU, OR L55U MIN, INTERIOR AREA SEE TRUSS SHEET 2x TOP PLATE 5EE TRUS5 SHEET FOR STRAPPING r_nNT FOR STRAPPING _ ��-1s� 7/16" MIN. A.P.A. _ RATED 5PTG. PRE-ENGINEERED ROOF TRUSS. 2X a 16" O.C. 2x BOTT. PLATE CONT._ 1/4"X 3 1/2" MASONRY 5CREW a 8" O.G. PRECAST 0.131 x 3 1/2"� CONCRETE 4" O.C. LINTEL. SEE FLOOR PLAN POCKET —� FOR MORE INFO. 5L I D ING DOOR. 4"GONG, SLAB, SEE FOUND. PLAN PAVERS OR 4" CONC, SLAB PRE-ENGINEERED ROOF TRU55, PRECAST CONCRETE -INTEL. SEE :LOOK PLAN =0R MORE INFO. NOTE: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, "I GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTHS GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE. U,N,O, — 4°GONG. SLAB. SEE FOUND. PLAN d. -ENGINEERED ...d. 1=a FLOOR TRUSS a° °° H CMU Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail $-2 SCALE: NTS S-2 SCALE: NTS SEE FLR PLN FOR HDR. 51ZE NOTE: 5IMP50N SPH4 w/ 6-10d AT 2x WALLS THAT ARE WIDER THAN 2x4 FOR ROUGH OPENINGS UNDER 4 WHERE THE HEADER 15 NOT FULL 5'-0" (1) 51MP5ON C516 OR (1) NAILS EACH 16" O.C. (CAN WIDTH OF THE WALL, ADD 2x PAD M5TA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) BLOCKING 'a 16" O.C. RIPPED DOWN —5IMP50N NT516 CENTER ON HEADER U.N.O. (II SUFFICIENT TO FLUSH THE HEADER TO EA. TRU55 NAILS EA. SIDE INTO CRIPPLE WIDTH 4 ALLOW THE INSTALLATION OF STUDS) (U.N.0) THE 5PW CONNECTORS ABOVE THE TYP. LOAD HEADER, 4 FOR THE PROPER BEARING WALL INSTALLATION OF THE CRIPPLE W/UPLIFT STRAPPING. AT 2x6 WALLS USE 5PH6 IN FOR ROUGH OPENINGS OVER ---- LIEU OF SPH4, AT 2x8 WALLS USE 5PH& 5'-0" USE (2) 5IMP50N CSI6 - IN LIEU OF 5PH4, FOR WIDER WALLS USE OR (2) M5TA24 (U.N.0) --- 51MP50N C516 IN AN SPH CONFIGURATION. O ION.2A POD BLOCKING 2x KING STUD 3FIG0URAX NAILS MIN. U.N.O." SPECIFICATION FOR KINGS 4 CRIPPLES WHEN NECE66ARY TO MAINTAIN PROPER (THE FOLLOWING SHALL APPLY U,N.O.) CLEARANCES FOR THE WINDOW/DOOR WITHIN AN OPENING, IT 15 ACCEPTABLE 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) TO UPSET THE HEADER SUCH THAT ONE BRACING a 48" CRIPPLE 4 (U KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 O.C. ON TOP EACH 51DE OF THE HEADER. 5NEATNING � 3" ELIMINATED TO MAINTAIN THE FULL OF BOTT. • AT OPENINGS 3'-6" TO 5'-2" IN O.G. ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN CHORD FOR 4 WIDTH, (2) CRIPPLES 4 (1) KING 15 SET IT 15 NOT ACCEPTABLE TO OPENING REQUIRED ON EACH 51DE OF THE SUB5TITUTE A LE55ER DEPTH HEADER TRU55 SPANS HEADER, WITHOUT WRITTEN PERM155ION FROM THE ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" E.O,R. WHEN THE TOP PLATE 15 2-16d a EA. IN WIDTH, (2) CRIPPLES 4 (2) KINGS ELIMINATED THE 5PH4 CONNECTORS TRU55 JOINT ARE REQUIRED ON EACH 51DE OF SHOWN AT THAT LOCATIONS ARE NOT THE HEADER. NECESSARY. ALL OTHER STRAPPING • ANY DIFFERING NOTATIONS FOR SHALL APPLY, AND ANY TRU55 CRIPPLES VOR KINGS MADE ON COMPONENTS ABOVE THE OPENING THE PLAN SET SHALL CONTROL, HEADER. SIMPSON A34 (ON SECOND FLOG FOR ROUGH OPENINGS UNDER 5'-0" ONLY (1) SIMP50N CONNECTOR SPAN FLOOR SY W/4-Sd X 1 1/2" (ON GONG. SLAB) 5IMP50N HTT4 E O BLOCKING/RUNNERS BELOW BLO INTO BLOCKING W/ (1) 5/V'x8" ATR IN SIMPSON SET 4 4-8d X 1 1/2" EPDXY 4 (IS) 16d NAILS (ON SECOND FLOOR) FOR ROUGH INTO TOP PLATE AT INTERIOR LOAD BEARING OPENINGS OVER 5' 0" ONLY(1)ROD SIMPSON T IN WALLS WITH M UPLIFT, STRAPPING MAY BE 51MP50N SET EPDXY 4 (IS) 16d NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MA50NRY K.O. OTHERW15E NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW ri T Detail .Header $-2 SCALE: NTS 51MP60N A35 ANGLE W/ 12-5dX 1 1/2" NAILS EA. STUD TO TOP CHORD 2x4 BEARING WALL W/ 5TUDS� 5IMP50N 5PH4--\ EA. STUD PRE-ENGINEERED — FLOOR JOIST REFER TO TYPICAL 2-5TOR WALL SECTION FOR INFORMATION NOT SHOWN -1/16 APA RATED WOOD 5NEATNING PRE-ENGINEERED ROOF TRUSSES 2X 5UCK5 ATTACHED W/ — 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. 6" FROM END OF MEMBER a MA5, OPENINGS, 2X MEMBERS ATTACHED W/51MP50N A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH CEILING BOARD PER BUCK TO CMU/ WOOD ARCH. PLANS FRAMING. IF 2X THEN ATTACH TO 2X BUCK, HT516 W/ 16 10d EA. TRUSS TO 2X4 BLOCKING w/ 3-0,131 x 3 1/2" R5 NOTE: "AT 2x(o WALLS USE 5PH6 BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 MANUFACTURER PRE-ENGINEERED GIRDER SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHB IF 2X ATTACH TO CMU, CONNECTORS IN LIEU OF w/ 1/4"x 3" TAPCON5 Floor Truss To Girder Connection 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 12" O.C. W/MAX. 6" FROM END OF BUCK, K S-2 2x8, USE 6IMP50N 5PI'S ON (TYP ALL 2X WINDOW SCALE: NTS EACH SIDE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." CMU WALL BF' 2x8 PT VERTICAL (ABV.) a WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT a 24'' O.G. TYP. Ix4 PT VERTICAL (BELOW) a WALL TO BE ATTACHED WITH 1/4" x 2-1/4'' TAPCON 12" O.C. OR PER MANUFACT. SPECS, Non-Brn .Mitered Glass Framing Detail q g S-2 SCALE: NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS EA, G NAIL PECS II III 5OLT RE_PL�AC MENT CI-44FT: • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITHI THE CORRESPONDING BOLTS. TIRE (REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2E,00 PSI. 5UPSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS 15 NOT PERMITTED. • FOUNDATION PAGE TAKE5 PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN LURITING. "J" BOLTS TITEN HD 5OLT5 THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x (o" 1/2'' x 8" 1/2'' x 5" EMBED 1/2" x 8" 1/2'' x 8" 1/2'' x 5" EMBED 5/8" x 6" 5/8" x 6" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED 7 1— ?C L_ S J SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL, MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN TH15 DETAIL, 2X TO 2X ATTACHMENT TO BE 51MP60N A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH SIDE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT. eneral Irregular Window Attachment 2X 5UCK5 ATTACHED W/- 1/4"x 3" TAPCON5 a 12" O.C. WITH MAX. (o" FROM END OF MEMBER a MA5. OPENINGS. 2X MEMBERS ATTACHED— W/SIMPSON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. 51MP5ON A35 NAILED TO 2X OR 5M5 TO MULLION BY MANUFACTURER. IF IX THEN ATTACH WINDOW THROUGH BUGK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. IF 2X ATTACH TO CMU. w/ 1/4'x 3'' TAPCON5 a 12'' O.C. W/MAX. 6" FROM END OF BUGK. (TYP. ALL 2X WINDOW BUCK ATTACHMENT,) EDGES (SEAMS SHEATH BLOCKI FOR WA PANEL SHEATH FOR RC TONGUE GROOM FLOOR SCALE: NTS F- F- F X L- J J J --III J 51MP5ON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCK5 TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE 6IMP60N A35, KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS, MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH 51DE TO EDGE5 OF OPENING. ALL TAPCCN5 TO HAVE MIN. 1-1/4" EMBEDMENT. —5WIEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. —FRAMING 45OVE/15E51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP, 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBER5FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. —SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. —FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. I(o" FRAMING SPACING. —IF ATTACHMENT REQUIRED PER MANUFACTURER'S 5PECIFICATION5, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MPSON A35 a EACH END, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANSFOR INFORMATION NOT SHOWN, DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. ularity Width Less Than Window Width Attachment T,'ffCAL NAILING5CNEpULE HIGH WIND NAIL 5NEATNING BOUNDARY EDGE FIELID ROOF 1 " RING SHANK �1/16" 4" 6" 6" WA " COMMON 1/16" 3" 4" 6" F 00 " COMMON 3/4" TG 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIND SCALE:NTS BOUNDARY NAILING FOR WALL, DASHED L INE INDICATES TOP PLATE OF WALL GABLE END I TRUSS TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR NIP. a 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGE5. THE ATTACHMENT OF GYPSUM PRODUCT5 FOR WALL OR CEILING APPLICATIONS SHALL FOLLOLU TABLE R7O2.3.5 IN THE FLORIDA BUILDING CODE IF RE5IDENTIAL, AND SECTION 250E.5.4 IF COMMERCIAL AT A MINIMUM, OR A5 PER MANUFACTURER'5 5PECIFICATION5 IF MORE 5TRINGENT. UNLE55 NOTED OTHERLUISE WITHIN THE PLAN5 SET. o T ical NailingSchedules Floor, Roof, Wall S_2 SCALE: NTS NOTE: GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5CREPANGIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON GOMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY GONTRAGT ONLY, ANY GHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY GONSTRUGTION EXEGUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJEGT, IF BOUND 5PEGIFIGATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL GONDITIONS. REVISIONS BY r ot e r a w + e Q 0 r ,•6�• �, I. z �v�Cz0 HZWNCL wp a xooa W F L�QvI�Z C�4 �CaWC, Jzc,Caz ~ �- v p B QuzOw LU < LU Cz <� zON�LU nnIi// QIV--I no/W O - ztH �d W L o U< LEL� WI ' W C, Z— W N N V v- 0 z W Ul uj ' �Q Q LUZ = Q LU 0 ? LU Q - LL 00 -,de O 0 U' 0 l� DATE 08-30-17 SCALE N0TED DRAWN MK/PDK JoB Sheet content: Structural Details Sheet number: 52 OVERLAP TRUSS BRAG PER JOINT BRACING Truss Bracing Overlap.Detail $-3 SCALE:NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE FASTEN CAP TO CHASE w/ �0.131 x 3 1/2" R.S. NAIL5 12" O.C. ALL-AROUND WALL SHEATHING NAILED PER 0'/5-2 DBL 2X4 PLATE GONT. p e 8'-0" (MAX.) LL W/ 5IMF50N } HT520 'a 32'' 2x4 WE) CONST. w w O.C. OR C516 TO ALIGNING FLA5HING ALL-AROUND 16" O.C. STUDS BELOW 5ADDLE 2x6 SOLE PLATE- ROOF ELEMENT CUT OUTSIDE EDGE PLUMB TO ALLOW 50LID CONNECTION GS 16 TOP w/ SHEATHING FASTEN CHORD TO TO ROOF 5HEA7HING CHIMNEY / BLOCKING w 1/4" x EA, 5" WOOD 5CREUJ5 @ 4" CORNER , O.C. ALL-AROUND TOP CHORD ENG. TRU55E5 o 24: O.C. 2x6 BLOCKING FASTENED TO ROOF 5HEATHING FRAMING w 4-0.131 x 3 1/2" NAIL5 EACH END Fireplace Chase Detail B S-3 SCALE:NTS .APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT.. ENGINEERING U.N.O. I 1'4' APA RATED SHEATHING. SEE NAILING 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED ' GABLE END FOR OUTRIGGER (1) 51MPSON L5TA12 STRAP 48" O.C. HETA 20 @ 48" O.G ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL-1 W10) #5 REBAR CONT. IN KNOGKOU7 COURSE PRE-ENGINEERED 3 TRU55E5 0 24" O.G. M 6 SEE DETAIL A ON THIS SHEET (TYP) -2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W1 (2) 56 COOLER NAILS 7" 0,131 x 3 1/2'' R.S. O.C. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 Ft FROM MASONRY WALL) I/2" GYP BD FLAT OR CATHEDRAL NOTE: GROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.G. TYP. Gable Section - For Gable Less Than 4'-0" High SCALE:NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48" O.G. (1) 51MP50N LTAI -' 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL- UJ/(I) #5 REBAR CONT, IN KNOCKOUT COURSE 4 OAr OR 0'-0" M/N. ZTRU55 2 x 4 BLOCKING (1) 51MP50N L5T,412 1/2" CEILING GYP BDUJ/ 5d BOTTOM ATTACHED W1 (TYP) OR COOLER NAILS 7O.C. OR (2) 0.131 x 3 PROVIDE 2x4 UJ/ EQUAL, DIAPHRAGM AREA CHORD 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM EACH END, e 6" O.C. MASONRY WALL) UNO. CONTINUOUS 1/2" GYP BD NOTE: CIR055 BRACING d ALL BLOCKING TO BE FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. Expanded Blocking Information Diagram SCALE:NTS ROOF 2x4 BLOCKING ATTACHED w/ (2) 0.131 x 3 1/2" TOENAILS EACH END (U.N.O.) F Gable Diaphragm S-3 (For Illustration Only) 1/2" CEILING GYP BD w/ 5d COOLER NAILS 1" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR E FEET FROM MA50NRY WALL) Side Wall SCALE: NTS APA RATED SHEATHING. SEE SEE NAILING NAILING 5CHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED SCHEDULE TABLE ATTACHMENT. U.N.O. 1CTING (BLOCKING FOR ATTACHMENTS INTER0.131 1'-0" /'IAX APA RATED 5HEATHING. RE -ENGINEERED o. TRUSSES 24 O.C. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. /2" CEILING GYP BD W1 5d COOLER NAIL5 7" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) (1) SIMPSON LSTA12 STRAP 48" O.C. (1) SIMPSON HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C.ATTACHED 70 EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO, GABLE DETAIL (TYP) FLAT OR CATHEDRAL 8" MASONRY WALL UJ/(U #5 1/2" GYP BD REBAR CONT. IN KNOCKOUT COURSE NOTE: CRO55 BRACING 8 ALL BLOCKING TO BE REPEATED 48" O.C. TYP, TYP. Masonry Gable End $_$ SCALE: NTS PRE-ENG WOOD TRUSS (TYF=) SECURE RIDGE BEAM TO CLEAT UJ/ (4) IC d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT RAFTER PROVIDE (5) 16d NAILS EA CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 'a) ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH 45 ENTRYUJAY5 4 PORCHES OTT 5: 1, ALL RAFTERS 5HALL BE 12 SOUTHERN YELLOW PINE 24" O.C. MAX. SECTION SIZE SHALL / BE DETERMINED ACCORDING TO THE LENGTH OF 5PAN A5 FOLLOWS: UP 70 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-O" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE 12 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTER5 UJ/ A MAXIMUM RIDGE 51ZE OF 2x12 FOR 2x12 RAFTERS. 3, CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN UJ/ SIMPSON M5TA24 TENSION 5TRAP5 @ EACH TRUSS USING (14) 10d NAILS, INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 0 EACH SIDE OF TRUSS 8 THREADING THE U-SHAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT, 4, SECURE RAFTERS TO CLEAT e WRAP TO TOP GHORD U51NG 51MP50N HT520 W1 ( 20) 10d NAILS FOR 2x12 RAFTERS, NO) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 RAFTERS UJITH SPANS OF 4'-0'' OR GREATER. 2x6 RAFTERS UJ/ SPAN5 LE55 THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT UP (8) 10d NAILS, 5. SECURE RAFTERS TO RIDGE BEAM USING 51MP60N L55U210 SLOPING HANGER UJ/ (10) 106 NAIL5 INTO RIDGE BEAM d (7) 106 x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (0) 1001 8 (6) 106 RESPECTIVELY FOR 2x10 RAFTERS, USE LS5U28 W/ (10) 10d d (5) 106 x 1 1/2'' FOR 2x8 RAFTERS. USE L5U26 UJ/ (6) 1001 4 (5) 106 x 1 1/2" FOR 2x6 RAFTERS WITH 5PAN5 OF 4'-0'' OR GREATER. 2x6 RAFTER5 UJ/ 5PAN5 LESS THAN 4'-0'' MAY BE TOE -NAILED TO RIDGE BEAM W1 (8) 106 NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRU55E5 AT TOP CORD FOR INSTALLATION SUPPORT OF M6TA24 5TRAP5. SECURE BLOCKING W/ (3) 1601 TOENAILS AT EACH END INTO TOP CORD. i Valle Set Attachment Detail S-3 SCALE: NTS /— INSTALL SIMPSON LUS24 5N �C LL I MIN. EA, 511E OF THE STUDS � MIN. CEILING JOISTS. JOISTS /�� TO BE PER NOTE 1 SEE NAILING APA RATED SHEATHING, SEE NAILING ATTACH THE FRAME SCHEDULE TABLE FOR 5CHEDULE TABLE FOR ATTACHMENT. U.N.O. OF CEILING WITH ATTACHMENTS 4-0.131 A. STUD2NAILS ALL TO / 2x4 DIAGONAL AROUND PERIMETER./ APA RATED 1'-0" ATTACHED1/2NAIlU>e/(4J 0.131 x SHEATHING. SEE M4X INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ATTACHMENT. U.N,O. e (U SIMP50N L5TA12 1/2" CEILING GYP BD UJ/ EACH END )F "LII 5d COOLER NAILS 7" O.G. BRACE OR EQUAL, DIAPHRAGM M T . Frame Down CI . Entry AREA (4 BAY ORIF, Ft S-3 SCALE: NTS 1 z FROM MASONRY WALL) 2x4, 2x6, OR 2x8 5,Y.P, 01 e 16" O.C. 5EE FLOOR PLAN FOR PRE-ENGINEERED 51ZING OF 5TUD5 TRU55E5 6 24'' O.C. FLAT OR CATHEDRAL 2x BLOCKING Q ALL (U 51MP50N HIOA OR H7616 SHEATHING 5EAM5, USE EDGE NAILING SCHEDULE, NOTE: GR055 BRACING 4 ALL BLOCKING TO BE H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. $ 3 SCALE:NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRU55E5 SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY HIB-9U UNBRACED WALL HEIGHT SYP 8'-0'' 2x4 16" o.c. 2x4 1(o" c.c. 9'-0'' 2x4 v) 16" c.c. 9'-4" 2x4 0 16" o.C. 10'-0" 2x6 a 16" o.c. ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE 9 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN --- 2X4 4'-0" TO 8'-0" ---- 2X6 8'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2XIO 15'-0" TO 18'-O" ---- 2X12 NOTES I. ALL CEILING FRAME TO BE AS PER TABLE 2, FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING SIMPSON PRODUCT5 REFER TO 51MP50N'5 INSTRUCTIONS SPECIFICATIONS. NOTES: TYPICAL AT ALL LOAD BEARING SYP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS LARGER THAN 2X6 MAY BE SUBSTITUTED FOR ANY STUD WORK AT 16" OC MAX. SPACING (#2 SYP MINY' APA RATED SHEATHING. SEE NAILING rN 141 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table 5GHEDULE TABLE FOR U.N.O. ATTACHMENT. OMPRESSION UJEB SLOPING OR VERTICAL S 3 WHEN TRUSS 8 STUD ARE — ALIGNED 51MP5ON TUJ15T 5TRAP TYPE CONNECTOR (HT5/MTS) MAY BE ONTINUOUS PERMANENT LATERAL NAILED 70 TRUSS STUD I-14 16 O SPS BRACE (CLB) NEEDED STUD, NOTE: AT 2x6 WALLS USE 5PH6 -,--PERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF 1/2" CEILINGNAILED TO OPPOSITE SIDE OF WEB SPH4 CONNECTORS SHOWN. GYPSUM BD TO PREVENT LATERAL MOVEMENT 8 AT 2x8 WALL5 USE SPHB SHOULD BE REPEATED CONNECTOR5 IN LIEU OF APPROXIMATELY 20' INTERVALS, 5PH4 CONNECTORS SHOWN. FOR WALL5 LARGER THAN U_1x4 MIN, BRACING WI(3) 0.131 x 2x8, USE 51MP50N SP1'5 ON 3 1/2'' NAILS e INTERSECTING EACH SIDE OF STUD TO WE55 BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." CLB Diaaonal Brace 20' Max Intervals Detail SCALE:NTS SCALE: NTS WHEN STUD 15 NOT ALIGNED UJITH A TRUSS AND/OR WHEN TRUSS STRAP 15 NOT DIRECTLY ATTACHED TO STUD USE (1) 6IMP50N 5PH4 OR 5P2 TYPICAL HIOA CONFIGURATION, DO NOT NAIL THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO TRUSS CONNECTIONS. Frame Wall Truss Connection Detail SCALE:NTS 0.131 x 3" COMMON e 16 4-0,131 x 3" COMMON �- SEE TABLE BELOUJJ CO FOR LAP5PLICE TOP PLATE R45TENER5 — SEE TABLE FOR NAILING 0 SCHEDULE 'a SPLICE 3-0,131 x 3" COMMON EA. SIDE OF JOINT - STUDS I6" O.C. 4-0.131 x 3'' COMMON 2-0.131 x 3" q COM TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING 0 SPLICE ALL OTHER NAILING 36" 2-ROW5 0,131 x 3" Q 3" O/C 0,131 x 3" 9 5" 0/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING SPLICE ALL OTHER NAILING 24" 2-ROW5 0.131 x 3" 1@ 6" O/C 0.131 x 3" 0 8" O/C 4-0.131 x 3 1/2" COM. DOUBLE TOP PLATE 0.131 x 3 DOUBLE STUD 1/2" GOM, 16" o.c. PT BOTT. PLATE 2-0.131 x 3 1/2" COrl, 2-0.131 x 3 I/2" COM. 200LE STUD CONDITION / 2-0,131 X 3 1/2" COM, 5-0.131 x 3 I/2" DOUBLE / COM, TOP PLATE 3-0,131 x 3 1/2 "COM. 0.131 x 3 I/2" COM, PT BO7T. PLATE 16 " C.C.. 9 �2-0.131 x 3 1/2" COM, SINGLE 5TUp CONDITION 4 FUD CORNER IN LOCATION5 WHERE A PIPE PENETRATES THE TOP PLATE OF A BEARING WALL, USE THE FOLLOWING PLATES: - P5PN58Z IN LOCATIONS WHERE A LAP 5PLICE IS NOT CLOSE. - P5PN516Z IN LOCATIONS WHEIRE A LAP 5PLICE IS CLOSE, 12d COM, 6 12" O.C. 4-16d COM. 2-06 COM, q f 2-2"x4" W/1/2" PLYWC). SPACER NOTE: 2X4'5 MAY BE TURNED FLATW15E SO NO SPACER 15 NEEDED, 16d COM, 8" O.C. 10d COM„ 12" o.c. 4-16d COM. INrt. NE�pER ANON-�E>4RINC,�� General Wood Attachment Details NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3, FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (5PACE AS SHOWN FOR 3-PLY) 4, FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG 5CREW5 OR EQUAL (SPACE A5 SHOWN FOR 3-PLY) 5, REFER TO ND5 SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE: NTS (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.5, NAILS STAGGERED '@ 6" O.G. ALONG THE LENGTH OF THE COMPONENT )MM. � V, O.C. HT516 0.131 x 3 1/2'' COM. 8" O.C. 51MP50N HTT4 UJ/ ® 5/8" DIA A.B. 4 STUD CORNER STRAPPING INFORMATION - Typ. Nailing Schedule for Built -Up Columns & BEAMS SCALE:NTS CONTINUOUS 20'-0" 20'-0" SEE EXPANDED NOTE: 1. SEE TRUSS BOTTOM CO MANUFACTURER'S BRACING IX TIRU55 ENGINEERING MIN. GUT SHEETS FOR ADDITIONAL. PERMANENT 5R,4CING THAT MY BE REQUIiRED. CLB DIAGONA 2 'IT'' BRACING MAY BE BRACE AS REQUIRED BY USED IN PLACE OF BCSI PERMANENT BRACING PROVIDED IT EXTENDS OVER e LEAST 'E)O% OF THE UJEB, NG AM w Q x>- C TOP $ BOTTOM CORD GABLE END. BRACING a 4'-0" O.G. MAX. FOR FIRST R Gable & CI BracingDiagram (4) ROW5 OF TRU55E5 $ 3 SCALE:NTS J NOTE: �T GONTRAGTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY DISGREPANGIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON GOMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY GONTRAGT ONLY, ANY GHANOE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIPIGATIONS AGGOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY if ® ��)/ may.• I • � V b r r�i101 �A W � I-Z w wooer To°� � LU w I- Q O LL z a O¢ wawa I"a�zl-oz >7zN 7��-' �dL L O w w Q L S T Cz 'Iyo col-fY_ d -u Y\ll O w �wz>W-ice LL �QzQ Wda Ili1�� wQMzzw Ws 1J hwdn WZW� uI O - w LLI I_.. z d llJ d d u o o v Ul _ ,L 14 9 oo - r 0 Cn .r.�r.arl ry Nam— DATE Q18-3�7-17 SCALE NOTED DRAWN -IK/FF JOB - Sheet content: Structural Details Sheet number: 5�-141 I DBL. 2 x 4 TOP PLATE 6IMP50N 5PH4 EACH STUD TO TOP PLATE WALL CONNECTION W10 WINDOW NOTES: I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP $ BOT. CORD OF TRUSS, SIMPSON L5TA30 w/ 22 -10d NAIL5 @ 24'' O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 0 SEAMS 8 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3, ALL WALL5 TO BE GON5IDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING $ SHEATHING DETAIL SEE ELEVATION --- PAGES FOR 5OFFIT 4 FASCIA DETAIL WE). HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY SPECS OR ENERGY CALG5 7/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL 110" ON SHEET 5-2 2 x 4 SOLE PLATE 511"IP50N C516 OR SIMP50N M5TA3(o e 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU55 J015T ( IN5ET) 2x4 FLATWISE VERT. BLOCKNNE AS NEEDED TO ACHIEVE FULL NAILING IN 5TRAP5. 2x4 02 5YP RIM w/ (5) 0.13 3 1/2'' NAILS EA. TRU55 JOIE (IN5ET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR — 5TRAPPING INFORMATION 0" GONG. K.O. BLOCK BOND BEAM POUR SOLID W/ I - #5 REBAR CONT. PORT MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RE515TANT PRE-CA5T GONG. SILL 4" NIGH GONG. BLK. 8" CMU PER 45TM-C 90, IWO PSI MIN. W/ TYPE M OR 5 MORTAR PER 45TM-C 270, 5/8" CEMENTITIOUS FINISH PER FBCR 103.6 $EE ELEVATION5 NOTE: "AT 2x6 WALL5 USE 6PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHB CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MPSON 5P2'5 ON EACH 511DE OF STUD TO TOP PLATE5, U.N.O." ENGINEERED ROOF TRU55E5 ,@24" O.C. MAX. 12 SEE ELE INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 'a EACH TRUS5 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 5YP TOP PLATE W/ 6IMP5ON 5PH4 e V' O.C. EACH 5TUD (12) 10d NAILS EACH, GYP. BOARD RETURN WINDOW SILL CAULK Q WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE 'N'' ON SHEET 5-3 FOR SPACING, 1/2'' GYPSUM BOARD 3/4" TeG GLUED U/ CON5TR. ADHESIVE 8 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 'a 24" O.G. 7 a 51MP5ON HETA20 Q 32'' O.G. IF ATTACHED TO RIMJ015T5, 624" O.G. MAX IF ATTACHED TO FLOOR TRU55E5 04° 1/2" CEILING GYP. BOARD SEE NOTE ON N-I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER -a OPENING5 PRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR 5CNEDULE I x P.T. BUCK 5TRIP WINDOW SILL - CAULK 0 WINDOW 1/2" GYPSUM BOARD 4°GONG. 51-A5. SEE FOUND. PLAN a FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. r,--jypical Two Story Wall Section S 4 SCALE: NTS \ DBL. 2 x 4 TOP PLATE 51MP50N 5PH4 'a EACH STUD TO TOP PLATE WALL CONNECTION W/O WINDOW SEE ELEVATION PAGES FOR SOFFIT # FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) Wl 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZE5 INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 7/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE 2- 15 5AR5 IN K.O. B TOP (2) TWO COUR5E5 8" GONG, K.O. BLOCK BOND — BEAM POUR SOLID (2500 P51) W/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR 51ZE5 WIND RESISTANT PRE -CAST CONG. SILL 4" HIGH CONC. BILK. 8" CMU PER A5TM-C 90, nOO PSI MIN. W/ TYPE M OR 5 MORTAR PER 45TM-C 270. 5/8" CEMENTITIOU5 FIN15H PER FBCR 703.6 ENGINEERED ROOF TRU55ES Q24" O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING DETAATHING IL BAFFLE ION IN5ULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 0 EACH TRU65 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ 51MP5ON 5PN8 e 16" O.C. EACH SEE STUD (12) 10d NAIL5 EACH, ELEVATION GYP. BOARD RETURN WINDOW SILL CAULK e WINDOW 2x&51LL 2X FRAME WALL SEE TABLE "N" ON 5HEET 5-3 FOR SPACING, 1/2" GYPSUM BOARD INSTALL 1/2" DIA. x 8" "J" 501-T5 4 WA5HER5 W/ 5" IMBED e 2'-0" O.G. (MAX.) CENTERED ON WALL, SIMP50N SPNS 2x8 PT 50LE PLATE IX P.T. FURRING HORIZ. I x 6 P.T. CURTAIN NAILER a OPENING5 PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR 5CNEDULE I x P.T. BUCK STRIP WINDOW 51LL - CAULK � WINDOW 1/2" GYP5LIM BOARD 4"GONG, 51-45. SEE FOUND. PLAN a a.d ° FOOTING SEE FOUNDATION PLAN FOR 51ZE5 & MORE INFO. r-c-'Jypical Two Story Wall Section S-4 W/O Floor System SCALE: NTS 11 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, -LG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS 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 SPECIFIGA7ION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS LAY JOI i \ 1 r r � wi. % �3:� � ua IL ° Q Q O w a ono �oQ/LLJo �Li._.7°oz coo" > <2:o Y �no � Q<TE b'nL =zs0 n 0° CZ Q <Wd0. LLI < z UJ Z N n uv uz n J gym? Q wz� Caz K LU WLLJ wQ�O ?o4v LL am ammmm m ��� O M N. z u� II II II DATE SCALE NOTED DRAWN MK/PpK B sheet content: Structural Details Sheet number: 54 ATTACH TRU55E5 PER FRAMING NOTES. IF TRU55E5 ARE PARALLEL, PROVIDE BLOCKING AT 24'' Of - AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEP��LKING 6 SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. 51MPSON HTT4 OR EQUAL AT EACH END OF SEGMENT INSTALL 5/8" THREADED ROD IN 51MP5ON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, -- SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" I SHEATHING 45 DELINEATED ELSEWHERE IN P DUBLE TOP PLATE SET. (MIN. STUD GRADE 5YP) 2x 5TUD5 00, II FLOOR TRU55E5 TYP. 11 11 11 CMU WALL - SEE FLOOR PLAN FOR MORE INFO. 2X BOTTOM PLATE WITH (4) NAIL5 AT EACH PA551NG TRU55 OR NAILS ALONG THE BOTTOM PLATE INTO A PARALLEL TRU55/RIM J015T AT 4" O.G. ALL NAILS TO BE 0.131"x3-1/2" MIN. TYPICAL. INSTALL SIMPSON C516 CRO55 STRAPS WITH (1) 0.131"x3-1/2" NAIL AT EACH PASSING STUD AND BLOCK, AND WITH 4 NAILS MINIMUM AT EACH END TO TOP AND BOTTOM PLATES/END 5TUD5. 5TRAP5 SHOULD BE DIAGONAL AND AT 45 DEGREES OR LE55 IN RELATION TO HORIZONTAL. TYPICAL. -IF DOUBLE END STUD 15 OVER A VOID SPACE, INSTALL SOLID 2X BLOCKING BELOW. TYP. AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAIL5 AT 7" O.G. OR #6 X 1-1/4" SCREWS 6" D.G. ALONG EDGES AND 12" O.C. IN THE FIELD, IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILIN_ 5CH U AT /52. NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE & SIMP5ON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE BELOW - FOR APPROPRIATE SPACING d SIZE OF WALL 5TUD5. 5TUD5 SHALL BE IN5TALLED MAX. I(o" O.C., SEE N'/5 - 3 2 "X4" PANEL BLOCKING 'a 48" O/C FOR THE FIRST 8'-O" OF END WALL 2ND FLOOR FRAMING FROM EA. END. (TYP) TOP 4 BOTTOM SIMP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0,131" X 3 1/2" 511`1P5ON C516 OR 115TA36 STRAP STUD WITH 12-106 x I I/� COMMON TOE NAILS I �QA3CNO.C,DEVERY OTHER NAILS, F � 2x4 5.Y.P. 112 RIBBON W/4-10d 'a 000 C516 OR MSTA 36 32"0.C, (36" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR J015T 12 5YP #2 WOOD LOCK BETWEEN JOIST WITH 5-16d OENAIL5. ALT. Frame/Masonry Connection #1 FL 2x B T NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN, FOR WALLS LARGER THAN 2x8, USE 51MP5ON 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." 2" DIA NUT / MIN. 1-1/4" IA x I/S" ASHER 1/2" DIA ALL THREAD RO I 1/2" DIA —2° DIA ANCHOR BOOUPLING A.B. EXTEN51ON DETAIL NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMP50N SP1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP60N SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." SCALE: NTS 51MP50N SPH4 EA. STUD TOP 8 BOTTOM OF WAL FOLLOW TABLE BELOW FOR APPROPRIATE SPACING $ 51ZE WALL 5TUD5. ST SHALL BE IN5T> 6 MAX. 16" O.G. DIA. 1/2" J-BOLT OR WITH 51MP5C SET EPDXY, 5" EMBEDMENT Q EA. FLOOR TRU55. 0 N 3-0.131 x 3 I/2" � EA. JOINT SIDE. HETA20 � 32" O.G. ON THE INSIDE FACE OF 2x12 JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d Q EA, TRUSS. ALT. Frame/Masonry Connection #2 2x4 SOLE PLATE —� PROVIDE (2) I6d COI" I 9 EACH TRU55 51MP50N C516 W/ MIN (22) 10d- COMMON5 (12 MIN. EACH END) 11050 MAX Q 24'' O.C. MAX OR EACH STUD WRAP UNDER TOP PLATE (I5T FLR) 2x4 #2 5YP RIM w/ (3)---- 16d NAILS EA. TRUSS J015T (INSET) 1/2'' GYPSUM BOARD --- _� SIMPSON MT516 � ---_, EACH FLOOR TRUSS 24'' O.C. MAX. 7/16" SHEATHING MIN., --� SEE GENERAL NOTE FOR NAILING PATTERN PT 2X BOT. PLATE w/ 51MP50N 5PH4 0 EA. STUD w/ (10) 106 NAIL5 EACH SCALE: NTS ENGINEERED, ROOF TIRU55E5 e24" O.C. '\--INSULATION PER ENERGY GALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRU55 PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 5PH4 e EA. STUD 1/2" GYPSUM 3/4" T$G GLUED W/ CON5TR. ADHESIVE $ NAILED SEE SCHEDULE DETAIL ''0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 Q 24" O.C. 1/2"GYPSUM CEILING BOARD W/ KN CK - DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION DBL, 2X TOP PLATE w/ 51MP50N 5PH4 16" O.C. w/ (12) 10d NAILS EACH 1/2" GYPSUM BOARD 00 I/2" ANCHOR BOLT 0 24'' 7/7- \\�7,z O.C. W/ NUT 4 2" SQUARE BY 1/8" WASHERS 4"GONG, 5LA5. 5EE FOUND. PLAN FOOTING SEE FOUNDATION tl PLAN FOR 51ZE5 $ MORE INFO, 2 "X4" GIR055 BRACE /@ 48" O/C FOR THE 15T 2'-0'' OF END WALL W/ (4) 0.131X3 1/2" 'a E/ INTO 2''X4" BLOCKING 2"X4" PANEL BLOCKING o 48" O/C FOR THE FIR: 8 -O OF END WALL FRC EA. END. (TYP) TOP & BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE N� 2 "X4" CR055 BRACE e 48" O/G FOR THE 15T 2'-0'' OF END WALL W/ (4) 0.131X3 1/2" EA, INTO 2"X4" BLOCKING 2"x4" PANEL BLOCKING Q 48" O.C. FOR - THE FIRST 2'-0" OF END WALL FROM --EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. — WHEN GR055 BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" CROSS BRACE o 48" O.G. FOR — THE let 2'-0" OF END WALL W/ (2) 10dx3" Q EA, END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) — WHEN ANGLE 15 GREATER THAN 45°, CR055 BRACE 0 48" O.G. FOR THE let 4'-0'' OF END WALL, FLOOR J015T (TYP) Floor Truss Parallel To Brg. Wall SCALE: NTS OOR J0157-5EE FRAMING PLAN :EP SCREED IN5TAILED PER MANUR `1P50N HETA20 Q 32'' O.G. MAX. D FLOOR FRAMING , fF50N C516 OR 1"I5TA36 OR DUAL AT EACH STUD, TO STUD ROVE/BELOW), FLOOR J015T, OR -OCKING. OOR J015T-5EE FRAMING PLAN NOTE: ADD 2X4 BLOCKINCx 0 MST,436 OR GSI& OR I-IETA20 WHICH IS NOT 4LIGNED W/ TRUSS VERT, UJEB U51NG 2-0,131'' X 3 1/2" TOENAILS 0 EA. END, 00 SEE — WHEN DISTANCE 15 LESS THAN 2'-0" Q THE FIRST BAY EXTEND 5HEATHING TO 2nd FLOOR BOTTOM OF BEAM OR WALL GIRDER SIMP50N C516 W/ MIN (22) 10ol COMMONS (11 MIN. EACH END) BEAM / GIRDER 2x BOT. PLATE PRE-ENGINEERED W/ 2-0.131 x 3 1/2'' FLOOR TRU55 NAILS Q 6" O/C O Second Floor Frame Connection Girder �F J-5 SCALE: NTS NOTE: • GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHAN6E5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CON57RUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPEGIFIGATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY »rerrerr» �� a r � 0 LLL PC • .a .,. Q • rr o » C) i 4 •r r �. ,r LU LM LQ) Z. o"� �< < O J, oL LU LLJ�zQ aizOQz — L Q� Qz �' ° yD'11 —zv �- F[ n~ hC Q<Na °nQ <���u LUo ��QQ wQLLI � n zWwv==zI LLj W2 vCL a V LL LLJ L lQQz 2 << QLLW 1i �a o� K, MMMJD co m mac. DATE 00-3047 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: Cross Strapping Detail 8-5 SCALE: NTS Typical Two Sto Interior Bearing Shear Wall Section SCALE: NTS I DRYWALL OVER FUf BLOCK U, Il/16x11/16 COVE MC (#100) lx6 TRIM (WINDOW PER PLA (WINDOW PER PLA COMPOST SILL SQUAREC EDGES Ix6 TRIM BEAD BC PANEL INC DRYWALL OVER FUF BLOCK WALL (WINDOW PER PLAN) \ LINE OF WALL BELOW LINE OF TRIM --- BELOW COMPOSITE WINDOW SILL ILL Ix6 TRIM --------- DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL WINDOW STOOL W/ TRIM AND BEAD BD, vury SPECIFIC PER vwry SCALE: I.Vr SHIM A5 11_4" REQ'D. INVERTED 2 1/4" 1' DOOR CASING (#36(o) STD. 2x STUDS (PER BASE PLAN) CABINET 1/2' DRYWALL 3 1/4" BASE BD. (#3(o6) QUARTER ROUND CALI. TOP SCALE: 1/2" = 1'-0' (5' W. CORIAN TEMP. GL. ENCLOSURE CAP TILE FINISH OVER WATER 2x STUDS (PER RESISTANT PLAN) WALL BD. 1/2' DRYWALL SHOWER 3 1/4" BASE BD. SECTION ELEVATION LINE OF WALL BELOW (NICHE LINE OF CASING PER PLAN) BELOW --- -----______ COMPOSITE WINDOW SILL PLAN ITE WINDOW DETAIL ,, ,6) 2 1/41 DOOR CA51NG (#366 ) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SHIM A5 11_¢" REO'D. c, INVERTED 2 1/4' DOOR CA51NG (136(o) 2x 5TUD5 (PER 3TD. PLAN) BASE CABINET 112, DRYWALL 3 1/4' BASE BD. (#366) `— QUARTER ROUND HIGH BAR TOP. SCALE: 1/2' = 1'-0' -B" W CORIAN CAP -TILE FIN15H OVER WATER RESISTANT WALL BD. BATH SHOWER II II LSHOWER it I� SIDE/ PLAN SHOWER LOW WALL SCALE: 1/2' = 1'-0' 1/2" DRYWALL BELOW CAP TILE TO WRAP IN LUINDOW SCALE: I'- I'-0' TEMP. GL. ENCLOSURE Iu to STD. --1 cel'U 1- 2' VAINTY CABINET IZ O 3 1/4" BASE BD. (#36(0) S" W, CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW - 2x 5TUD5 (PER SILL PLAN) SQUARED DETAIL — EDGES INVERTED 2 1/4" --' DOOR CASING (#36(o) DRYWALL FINISH — OVER FURRING ON BLOCK WALL VANITY LOW WA SCALE: 1/2' - 1'-0' VERIFY TOP ILE (WINDOW PER PLAN) LINE OF WALL TAN SILL BELOW )JECT 1/2" OUT :ECEIVE TILE) LINE OF CASING — BELOW COMP051TE WINDOW SILL SHOWER WINDOW SCALE: 1/4' = I'-F SILL ELEVATION DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L SCALE: I': I'-m' TE WINDOW DETAIL . 2 1/4' DOOR CASING (#36(o) FLOORING E3,45E BOARD NOTE: WHEN TILE FLOOR IS SELECTED ONL�' E3,45E 504RD 15 INFALLED. WHEN WOOD FLOOR 15 SELECTED ,45E 50ARD AND 5HOE t IOULID ARE INFALLED. Ix JAMB (BI-PASE DRS, PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CA51NG (#36(0) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD DRYWALL FIN15H OVER 2x WALL (SEE (BI-PA55 PLAN) DRS. PER PLAN) 1/2L I 2 1/4" DOOR CASING (#36(o) HELD OVER 1/2" PLAN TYP. BI-PASS DRS. CASING DETAIL SCALE: I'- I'-0' MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER f LAP SLAB STEP AND Q DRYWALL TRANSITION 3 1/4" BASE BD. �(#36(0) TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 1' - 1'-0' NOTE: lDRAUJIN ,& ON ll "xlT" 5HEET UJILL 5E ONE �AALF TIE 5CALE NOTED 5 1/4" CROWN St (#45) 5 1/4" CROWN SCALE: I' - I'-D' Ixs ROUNDOVER W/ WHITE PINE IM(' ROUTER 1/2' DRYWALL 3 I/4" BASE Bp. (#366) 2x6 WALL 36" OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: r °'' 0' IXIo ROUNDOVER W/ WHITE PINE ROUTER 1/2' DRYWALL 31/4' BASE BD. (%&) 2x6 WALL 36' OR 42' HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: 1' :1'-0' TRIM DETAILS I�IIII�I� V Nco 0 'N} � • T �Mco :i i c5 `. • aQ h 00 co mho �QNr" o�M Z N rn •JOB NUMBER 22066* CAD ME TEEN BUILDER 1D ISSUED 06-16-16 REVISED 07-07-16 10-05-16 11-02-16 r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLOR]DA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 TRIM T/TLE TYPICAL TRIM DETAILS s s • SHEET • LJ-1021 STANDARD - 42" H. ROSETTE 6 ; lUi 0// KNEEWALL (OPT. LJ-(o010 -4040 LJ � RAILING SHOWN) NEWEL POST lx6 PAINTED BASE PLATE 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL -1 LJ-1021� ROSETTE LJ-6010 RAILING LJ-5015 WOOD- BALU5TER5 (3 PER TREAD) lx12 SKIRT BOARD LJ-8095 OAK — LINEAL COVE MOULDING BASE --'r PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4040 NEWEL P05T OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS lx(o PAINTED BASE PLATE ? SKIRT 3 1/4" BASE )ARD AS APRON BASE CAP MOULD STANDARD - LJ-0014MRI TREAD FOR CARPET (OPT. LJ-8010 SERIES - TREAD SHOWN) I6 PAINTED RISER LJ-8010MR1 - OAK TREAD LJ-4042 NEWEL P05T 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND RISER HEIGHT REQUIRED. �C INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ-80'30-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" STRIP FLOOR LJ-8090-5 OAK 5 1/4" LANDING LJ-4042—` TREAD l NEWEL P05T I L— LJ-8010MR1 I OAK TREADS —7 SELECT 2 1/4" STRIP FLOORI I L- LJ-8010MR1 I OAK TREADS -7 SEE GENERAL STAIR NOTES RAILING Z— LJ-8010MR2 OAK TREADS RAILING LJ-4042 NEWEL Li P05T GENERIC WOOD SWITCHBACK STAIR FLOOR P LA N N.T.S. SECTION GUT THRU WALL <' .`Yt! LJ-1041/0 5-TURN LJ-5015 WOOD----' BALU5TER5 (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-6010 RAILING SHOWN) OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS C q LJ-4040 �l /t NEWEL POST - LJ-4040 NEWEL P05T lxl2 SKIRT lx6 PAINTED BASE BOARD PLATE 3 1/4" BASE �- LJ-6010 AS APRON RAILING BASE CAP - MOULD STANDARD - LJ-0014MRI TREAD FOR CARPET _ (OPT. LJ-8010 SERIES TREAD) Ix8 PAINTED -' R15ER _ LJ-8010MR1 � � OAK TREAD �@ LJ-4042 NEWEL P05T 2 EA, - LJ-3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL STAIR AND RAILING RULES I, WHEN PLAN INDICATES BULLN05E 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 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 15 ON BOTH 51DES 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. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG 51DE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. 5ALU5TER5 (WOOD OR METAL) AT STEPS- FINISH 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 -GOAT FIN15H 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. 8" AKENE) LJ-8014MR1 TREAD LJ-8010MR,' TREAD f FULL HT. WALL CARPET STARTS AT TH15 RISER RAILING LJ-4042 NEWEL POST GENERIC WOODCARPET STAIR FLOOR PLAN � I I• SECTION --_,I � CUT THRU WALL .<�, �eA 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 SKIRT BOARD LJ-3009 - BRACKET Ixl2 SKIRT BOARD Li-6010 RAILING BASE GAP ��\XMOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ-5010 SERIES TREAD) Ix8 PAINTED R15ER LJ-1040 / 1045 TURNOUT LJ-4010 NEWEL P05T LJ-8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL N.T.S. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 2x STUD WALL w/ DRYWALL FIN. 36" H, RAILING LJ-6010 RAILING \ Li-5015 WOOD LJ-4042 ;7� BALUSTERS NEWEL POST BASE CAP (3 PER TREAD) MOULD LJ-6010MRI lx12 SKIRT -BOARD OAK TREADS LINE OF BALUSTERS TO BE PARALLEL r ,n,-A TO TOP RAIL LJ-8095 OAK LINEAL COVE MOULDING lxl2 SKIRT BD. BASE CAP MOULD 6A IL /11\11 V-41-N1.1 TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT TO SCALE LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE P05T LJ-6010 36" H. RAILING RAILING LJ-5015 WOOD 3 1/4" BASE BALUSTERS 0 AS APRON (3 PER TREAD) 0 LJ-4042 WOOD TREAD z NEWEL d POST 1x12 SKIRT BD.IL AG BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. w w N N �n "n N N N \6, cA cA N m � 1— N .d. !D N L-J LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES N,T.S. LJ-5015 LIH-HOLI5A5K44 LIH-HOL25A5K44 LIH-HOLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES `- LJ-5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF BASKETS TO / BE PARALLEL TO TOP RAIL / LIH-HOL25A5K44 (DOUBLE BASKET) LIH- HOLIBASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ, SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DFAUJIN& ON 11"x17" SHEET UJILL 5E ONE HALF THE SCALE NOTE N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING �\ LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF KNUCKLES TO / BE PARALLEL TO TOP RAIL / LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HCLIKNUG44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP.LEVEL1 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) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL P05T op 10 L INE OF ol SCROLL TO BE / PARALLEL TO TOP RAIL LIH-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA, ADJ. KNUCKLE) DECORATIVE METAL BALUSTERRS (3 PER TREAD - 1 - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S STAIR DETAILS �Nw�www� x m co N0) N NCD N o N`/ai L. corn �. L a Q • 0 E0OD m 0 0 _ Ecc U) (i Q TA � O •I Z < T 41 �U)rn 'JOB NUMBER 24163.01• CAD FlLE NAME 1R/M DETAILS ISSUED 04-05-13 REVISED 09-06-13 12-19-14 O1 -26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 y DAVIS BEWS DESIGN GROUP 150 STATE STR.EEI' EAST OLDSMAR, FLOR]DA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVEP— �� EST. 1994 F— STAIR ol • T17LE TYPICAL STAIR DETAILS • s • SHEETSD •