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Home My WebLink About588 Red Rose Ln (a)LOT 234 - THORNBROOKE 40'S CAPTIVA GARAGE RIGHT ELEVATION -INCLUDED TRADTIONAL TAYLOR MORRISON THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB-FA504 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER CABINET5, CONCRETE DRIVEWAY, CONCRETE LEAD WALK, CONCRETE ENTRY AND ACRYLIC LANAI. RECORP COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _ 7.7� • /� DATE 5MNFQRQ_03JI_LD1N DIVISION A PERivlil ISSUE=D SHALL BE CONSTRUED TO BE A IJCENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Stub Inspection gUlLr�i,�� SANT=;,.,, #18-2734 REDRAW NOTES 05-31-18 COMPLETED LOT 5PECIFIC PLANS FOR LOT 234 THORNBROOKE 465, ELEVATION INCLUDED TRADITIONAL, GARAGE RIGHT WITH PLAN OPTION5 INCLUDING: FRONT DOOR GLA55 IN5ERT, 5TAIR RAILING, ADDITIONAL DOOR AT OWNERS BATH, 8' INTERIOR DOOR5 AT MAIN FLOOR, PAVER DRIVEWAY, LEAD WALK AND PORCH, COVERED LANAI, TRAY CEILING PACKAGE, VENT HOOD / MICRO TO OUTSIDE, WATER 5OFTENER PRE -PLUMB, SCREEN ENCL05URE W/0 KICKPLATE AND MEDICINE CABINET AT OWNER5 BATH, SQUARE FOOTAGE CALCULATIONS ELEVATION "IE" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 832 TOTAL LIVING S.F. 1989 GARAGE S.F. 451 PORCH S.F. 74 LANAI 128 TOTAL UNDER ROOF S.F. 2642 M�� 0 C%4 TOTAL WIDTH 301-011 TOTAL LENGTH 681-011 DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 3 -ELEVATIONS, ROOF PLAN, BUILDING SECTION FL1 -FLASHING DETAILS FL2 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN TR -TRUSS STRAPPING PLAN N1 -STRUCTURAL NOTES S1 -STRUCTURAL DETAILS S2 -STRUCTURAL DETAILS S3 -STRUCTURAL DETAILS S4 -STRUCTURAL DETAILS S5 -STRUCTURAL DETAILS TD -TRIM DETAILS SD -STAIR TRIM DETAILS GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS", ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER IRE515TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.CR - 6TH EDITION (2011) R302b AND TABLE R302/b. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023,5. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R103,11 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 6TH EDITION (2011) 8103.12 AND ASTM C 926, PER P13LR 6TH EDITION (2011) 8103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE 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 5CREED. PER F.B.C.R. 6TH EDITION (2011) 8103.13 WATER RE515TIVE 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 FB.CR 6TH EDITION (2011)R103.1.5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 TAU 111.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 5F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGIRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE5I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. A5PHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52b AND RW52b1. 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 HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 126, TYPE I OR TYPE II, A8TM D 4869, TYPE II OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.1.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (1011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F$.CR - 6TH EDITION (2011) RW533 SHALL CONFOR1 WITH ASTM D 22b, TYPE II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER. TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED 45 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 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 SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 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 TER ITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 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 OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (110 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PEWANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 12-31-20M LL � r I /� •• •• C7� ♦♦ P11,`F`V�� • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED 11989 x ca w OLDfiMAR, FLORIDA 34677 813 - 925.1300 T'EL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DIIWEIi. C 0r00 N 0 J M�� 0 C%4 02 6 >;J� s.6 ��L• 0 0 tiJ710 Qi 0 � Vv z0, • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED 11989 OLDfiMAR, FLORIDA 34677 813 - 925.1300 T'EL 813.925.1800 FAX WWW.DAVLSBEWS.COM TAMPA • DIIWEIi. EST1994 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813,704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW I MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY un 0 41- Uj 0 0 �z 00 0 zV) Cy. O� Ce.O 12: V_ ce M 0 N � O DAVIS BEWS DESIGN GROUP lso srATE srlt.i�r EAST , • TITLE • COVER SHEET GENERAL NOTEScov • SHEET • co % ti I 14'-0" M120 13'-4" 8"8" FTG. W/ I 'S CONT. (TYP. AT LANAI) 0 In I'-8" L 2'-811 PAYER DRIVE / LEAD WALK qq 3 NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE FOOTING LEGEND: FI 12" DEEP 44"4411 CONC. FOOTING W/ (3)'5 BARS `�V •• YI F2 I' ;••dW _� �Q co ` � �YSZ a :Z= O" Q G.C. ACRYLIC — -i N 3'41x34" A/C 2 N ■� PAD (SEE MECH. 8„ 8„ VERIFY $" 811 i. « >.,JN co Lm• CONTRACTOR ON LANAI 0 ' � FOR LOG.) 0 It.«�0 `co 7 11'-10" 61.211 4411 21_2" I I/J11, 211 21-4131-211 I L - - 4" P.V.C. ELEVATION (•) 0'-411 ■ ■ ■ ■ ■ 11/211 RECESS FOR 56.D. ■ ■ N 2-5TORY FOOTING (TYP.) ■ ■ I 3/4" P.V.C. 20" H. x 20" W. CONC. MONO -FTG. CONDENSATION W/ 3 "5 CONT. KEBABS DRAIN BY PLUMBER PROVIDE 25" MIN. LAP WHERE I / SPLICED AND WIRE TOGETHER b BOTT. OF FTG. SHALL BE 12" MIN. ■ I / BELOW GRADE I ■ A 84 154" o ■ I pol / N N I ■ �' � � QR �,. / 51_411 V 6'•1111 11'iR "N �J N 16" Wx12" DEEP FTG. I ■ �, I � Q � � �W/ 2 - 'S CON?. ■ ■ I �� 1 8" THICKENED EDGE FOR SHOWER RECESS N - J ELEVATION AT 0'-0" (ASSUMED) W/ I N0.5 BAR CONT. 35" THICK, 2500 OR VALVE SEAT 3000 P.S.I. CONCRETE T ABV. = = SLAB ON GRADE W/ UfflTILE / 6x6 WI.4xWI.4 MESH �'6 OR FIBER MESH OVER MIL. VAPOR ELEVATION (401-31 /2" / / BARRIER ON CLEAN, WELL COMPACTED, TERMITE TREATED, ■ r - 1 r 12x6 *; ' I OPT, I I OPT, GAS I WALL N aL I WASHER) LDRYERzo GRANULAR FILL. j-- AIR HANDLER 4'.111 `T LINES FROM r ■ � UPPER FLOOR '� SILK - SI o I �� j W/ DISP I 0 4'-111 Ib' -3" \) 4'.511 41-611 ■ I_' WATER I- o o Ib Wx16 D,_PROVIDE FOR ICE MAKER ■ _ 3/4" RECESS u� FOR ENTRY FTG. W/ 2 05 CONT... /\LINE \\J I �� L� J DR �'� \< ■ TO CLOF REF. I m ELEVATION0'-4°S \3'-51/2"' Wx12 DEEP FTG. M50 GAL, W.N. o �2 «, uoa 3' 811 811 21 8" 2' I" 14 2' 9 I/1" I W/ I 5 CONT. 9, 011 811 _ LL PAVERS ELEVATION I ■ 64' PRE -PLUMB i I WATER SOFTENER LOOP AND DRAIN I — ■ I ` � p I I M � F2 F2 � � i ■ w I 8"x8" FTG. W/ I- 05 CONT. I o I I o (TYP. ATv C.J. @ GJ. ENTRY) -' � -------------------------- +--------------------- - LL I -STORY i D ■ I FOOTING (TYR) I co 20" H. x IV W. CONC. i -1 — e ( MONO -FTG. W/ 2 - 15 I v CONT. REBARS PROVIDE 25" MIN. ■ LAP WHERE SPLICED AND WIRE TOGETHER I ■ BOTT. OF FTG. SHALL i ELEVATION BE 12" MIN. BELOW GRADE v O 0' 611 .dH u — m 1 1/2" RECESS FOR GAR DR �, ■ ♦ ■ ♦ In I'-8" L 2'-811 PAYER DRIVE / LEAD WALK qq 3 NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CON5TRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * * * * * * * * * FINDIC S 15 S 111 FOOTING LEGEND: FI 12" DEEP 44"4411 CONC. FOOTING W/ (3)'5 BARS `�V •• •• �I F2 I' ;••dW _� �Q co ` � �YSZ a :Z= O" z P -i N TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CON5TRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." * * * * * * * * * FINDIC S 15 S 111 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AN[) INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN SCALE: 114" : I'-011 GARAGE RIGHT FOOTING LEGEND: FI 12" DEEP 44"4411 CONC. FOOTING W/ (3)'5 BARS (P..4 i DAVIS BEWS DESIGN GROUP EACH WAY, F2 12" DEEP 60"60" GONG. FOOTING W/ (3)15 BARS EACH WAY, F3 16" DEEP x301160" GONG. FOOTING W/ (3) S BARS EACH WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-P5F (R401.4. I FBCR). ELEVATION (-) 0'-4" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED N.A.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AN[) INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN SCALE: 114" : I'-011 GARAGE RIGHT L VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 1 0 am 41- uj O O Z O zV) O O M 0 N BB>J O (P..4 i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST o1,aS,Nu�1t, F1.oK.mA 34677813.925.1300 TEL. 813.92.5.1800 FAX W W W.DAVISBEWS.C.OM TAMPA •DENVER. x ro w C to 60 0 -i N 2 N ■� i7 N r i. « >.,JN co Lm• U. 0 ' � Q m 1 0 It.«�0 N ate,, 0 — 2° zra L VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 1 0 am 41- uj O O Z O zV) O O M 0 N BB>J O 1989 , • TITLE • SLAB INTERFACE PLAN SHEET (P..4 i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST o1,aS,Nu�1t, F1.oK.mA 34677813.925.1300 TEL. 813.92.5.1800 FAX W W W.DAVISBEWS.C.OM TAMPA •DENVER. :�-a �_--�-- FST. 1994 1989 , • TITLE • SLAB INTERFACE PLAN SHEET pi OPT, SHIM AS AIR SWITCH REQ'D. FOR DISP. O O.. 1'-0" OWNER'S SUITE 13'-10"x12'-10" 9'-4" FLAT CLG. ■ u TRUSS COMPANY NOTE: L.1 TRAY CLG. IN OWNERS — SUITE IS DOWN -FRAMED c0 U ■ T.O.M. 9'-4" TEMP. TOM. 91-411 BOTTOM OF LINTEL AFF. AT 84" AFF. F----1 �-- CASING 13'-6"x3-6" A/GI FOR MAIN FLOOR 2x STUDS (PER STD. CONTRACTOR 3 - 26 SH. I I PLAN) BASE SINK * EGRESS CABINET � 1/1610.55. SCREEN ENCLOSURE ON LANAI SCREEN BACKING W/O KICKPLATE DOOR 1/2" DRYWALL CALI. TOP SCALE: In" : I'-0" OWNER'S SUITE 13'-10"x12'-10" 9'-4" FLAT CLG. ■ u TRUSS COMPANY NOTE: L.1 TRAY CLG. IN OWNERS — SUITE IS DOWN -FRAMED c0 U ■ T.O.M. 9'-4" TEMP. TOM. 91-411 BOTTOM OF LINTEL AFF. AT 84" AFF. F----1 REFER TO SHEET 2A2 13'-6"x3-6" A/GI FOR MAIN FLOOR I PAD (SEE MEC�I. PLAN DIMENSIONS CONTRACTOR 3 - 26 SH. I I WINDOW WIDTHS FOR LOC.) HD. AT 8'-0" L SINK * EGRESS G.C. VERIFY ACRYLIC � OWNER'S SUITE 13'-10"x12'-10" 9'-4" FLAT CLG. ■ u TRUSS COMPANY NOTE: L.1 TRAY CLG. IN OWNERS — SUITE IS DOWN -FRAMED c0 U ■ T.O.M. 9'-4" TEMP. TOM. 91-411 BOTTOM OF LINTEL AFF. AT 84" AFF. T,OM. AFF. 8'-8" --------I,( O CLG. 50 GAL, BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL AT 8'-0" AFF. 16'-0"x8'-0"AT 6-0" AFF.1 W.N. WINDOW WIDTHS 9'-4" PLT. HT. SINK /2-5TORY G.C. VERIFY ACRYLIC � VOLUME 7 SCREEN ENCLOSURE ON LANAI SCREEN I ■ W/O KICKPLATE DOOR ■ - iu WALL 2-8x8-0 OT!�4- �� OWNER' BATH 9 4' 2.48-0 u o � ■ a TSF /, 9' 41 I CLG, TEMP. GL, ENCL. VALVE OPENING ON 42" N. LOW WALL 0, IS" H. TILE TO UNDER = SEAT STAIRS TILE I ■ SHOWER B HANSEN x DRYER Sl 1 BOX (- 1 SH. 1 r — 1 VENT — — A OPT. 7 I OPT. GAS IT R/5 LWASHER J LDRYER J LAUN. AIR HANDLER 9'•4" CLG, LINES FROM ■ UPPER FLOOR PAN EL 2-8x8-0 9' 411 N 8 SOFFIT ABOVE 2-86-0 PED. I ARCH FROM LINE OF SECOND 9' 4" 8'-0" TO V-8" // FLOOR ABV. LAV. ■ CLG. / / BARREL ARCH /� g 41l FROM 8'-b" / O`o 1 BATH HALFD / CLG. TO V-10" 8� I I 8-0x8-0 TEMP. S.G.D. 1 8'-8" 2 STORY CLG. CLG. 50 GAL, LOOP AND DRAIN W.N. WINDOW WIDTHS C O60I SINK /2-5TORY \ Q`� W/ D15P � VOLUME 7 42" UPPER 1 I ■ WINDOW CALL -OUTS CABINETS O CD GATHERING ROOM Ln 12 5H 1/2 32 5H 22 5H 32 5H W 14'-6"x16'-0" 2 -STORY VOLUME 39" 13 5H 1/2 33 5H 23 5H 33 5H 3 J 11 0 U 0 14 5H 1/2 34 5H 24 5H 34 5H a i� N Z ARING BEARING WALL 4 STAIR DATA: 8 RISERS AT 1,38" EACH 0.00" TREADS 36" H. RAILING LU DINING ROOM 14'-6"x10'-0" 9'-4" FLAT CLG. KNEE WALL 361, H. COUNTERTOP ■ (SEE DETAIL) ice,, KITCHEN 9'-4" FLAT CLG. O o\ ■ CIS I o LILL I �5 1 FLUSH FRAME O w 1 TO FURRING ■ W o I PORCH 9'-4" PLT. HT. I PAVERS I ■ ■ O Fm ■ T.OM. HEADER SEE 9' 4" ELEVATION AFF.T.OM9'•4'•. G.C. VERIFY GLA55 AFF INSERT FOR FRONT DOOR ■ V O.N.C. 5 LINE OF SECOND M J FLOOR ABV. 51 SI INSULATE 2x8 WALL WALLS 54"x22" ATTIC ACCE55 NOTE: ALL INTERIOR I '1 ANGLED WALLS L ARE AT 45' (UN.O.) r rrrr�•errrr�rrrrrrrr- , 1' 1 O PRE PLUMB FRAME WALLS (WHERE APPLICABLE) WATER SOFTENER 50 GAL, LOOP AND DRAIN W.N. WINDOW WIDTHS C O60I SINK I o \ Q`� W/ D15P 2111 3111 42" UPPER 1 I ■ WINDOW CALL -OUTS CABINETS O CD 2611 ice,, KITCHEN 9'-4" FLAT CLG. O o\ ■ CIS I o LILL I �5 1 FLUSH FRAME O w 1 TO FURRING ■ W o I PORCH 9'-4" PLT. HT. I PAVERS I ■ ■ O Fm ■ T.OM. HEADER SEE 9' 4" ELEVATION AFF.T.OM9'•4'•. G.C. VERIFY GLA55 AFF INSERT FOR FRONT DOOR ■ V O.N.C. 5 LINE OF SECOND M J FLOOR ABV. 51 SI INSULATE 2x8 WALL WALLS 54"x22" ATTIC ACCE55 NOTE: ALL INTERIOR I '1 ANGLED WALLS L ARE AT 45' (UN.O.) r rrrr�•errrr�rrrrrrrr- , 1' 1 O PRE PLUMB FRAME WALLS (WHERE APPLICABLE) WATER SOFTENER 50 GAL, LOOP AND DRAIN W.N. ■ T.OM. 9'-4" LFB.C.R CAPE AND RESCUE NOTE: MPLY WITH R310 AT VOLUME CEILING DITION (2011). HATCHING INDICATES DOUBLE K0, BLOCK COURSE W/ (2) 5 IN EACH (NOT REQ'D AT OPT. GAME RM.) (AT VOLUME CEILING) O r� r� VENT HOOD AND MICRO TO EXTERIOR ■ 2 CAR GARAGE 20'-0"x20'-0" 9'-4" PLT. HT. LINE OF GARAGE DOOR IN OPEN P051TION ■ r---------------- 1 1.; I I Q I REFER TO SHEET 2A2 I G FOR MAIN FLOOR ■ I 'S1= I s ■ PLAN DIMENSIONS I (TYP.) (fi1 u 16-00-0 O.H. GARAGE DOOR v ■ _ O ♦ T.OM■. � AFF. - PAVER DRIVE / LEAD WALK AA 3 VARIES (SEE PLAN) STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 PSI MIN. • ALL WOOD LDAP BEARING HEADERS TO BE (2) 2x8 0 WALL CONSTRUCTION TYPICAL MASONRY FRAME WALLS (WHERE APPLICABLE) R 13 WINDOW SCHEDULE • MASONRY WALLS WINDOW WIDTHS C O60I rtoo GARAGE FRAME WALLS 2011 2111 3111 5311 WINDOW CALL -OUTS CD 2611 Ln 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 13 5H 1/2 33 5H 23 5H 33 5H 3 J 11 0 51 14 5H 1/2 34 5H 24 5H 34 5H Z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H Z 1211 16 5H 1/2 36 514 26 5H 36 5H • G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, Uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. O Z • REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -5H, GA5EMENT- C5MT, OR FIXED GLA55- F.G.) LFB.C.R CAPE AND RESCUE NOTE: MPLY WITH R310 AT VOLUME CEILING DITION (2011). HATCHING INDICATES DOUBLE K0, BLOCK COURSE W/ (2) 5 IN EACH (NOT REQ'D AT OPT. GAME RM.) (AT VOLUME CEILING) O r� r� VENT HOOD AND MICRO TO EXTERIOR ■ 2 CAR GARAGE 20'-0"x20'-0" 9'-4" PLT. HT. LINE OF GARAGE DOOR IN OPEN P051TION ■ r---------------- 1 1.; I I Q I REFER TO SHEET 2A2 I G FOR MAIN FLOOR ■ I 'S1= I s ■ PLAN DIMENSIONS I (TYP.) (fi1 u 16-00-0 O.H. GARAGE DOOR v ■ _ O ♦ T.OM■. � AFF. - PAVER DRIVE / LEAD WALK AA 3 VARIES (SEE PLAN) STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 PSI MIN. • ALL WOOD LDAP BEARING HEADERS TO BE (2) 2x8 0 WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION • MASONRY WALLS R 4.1 C O60I rtoo GARAGE FRAME WALLS R 13 .`6 0pJV E n M� n >oWL�_JroC�°mj' z-vWn• 3". 2 SYP UN.O, • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA SKIP TROWEL) CEILING TEXTURE -INTERIOR TM WHITE FLAT LATEX CEILING PAINT O INTERIOR TRIM PAINT TO BE SMOOTH FINISH TM WHITE LATEX SEMI GLOSS TRAY CEILING SECTION SCALE: I/2" = I4 1/I6 O.S.B. MAIN FLOOR STRUCTURAL LECxEND 8" K0. BLOCK FILLED W/(U 5 BAR OVER 8" IO -PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I) S BAR IA - 8" KD. BLOCK FILLED W/ll) 5 BAR CONT. OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/(U 5 BAR, GROUTED SOLID. _ 8" PRE-ENGINEERED CONCRETE LINTEL O FILLED W/lU 5 BAR O3 _ 8" LINTELS SHALL BE FILLED, BELOW 8" K0, BLOCK FILLED AND REINFORCED W/(I) 5 BAR ®-PROVIDE (4) 2x4 STUDS W/ lU 51MPSON NTT4 CONNECTORS AT BASE. O5 -PROVIDE (3) 2x6 STUDS W/ lU 51MP50N NTT4 CONNECTORS AT BASE. © -PROVIDE 2 -PLY 2x12 No. 2 SYP BEAM W/ In" 055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT EACH END WITH lU SIMP50N LSTAI5 STRAP. THE JACK -STUDS, IN TUBI, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIPS. O -PROVIDE (3) 2x8 STUDS W/ (l) SIMPSON NTT4 CONNECTORS AT BASE. ® -PROVIDE 3 -PLY 2x10.2 SYP BEAM PER TYPICAL DETAILS "J/52" AND "0/5 " TRUSSES BEYOND _O BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1n° : 1' -0 NOTE: CJ.: RECOMMENDED MASONRY CONTROL JOINT, FINDICA S 1"5 S 2 5 / O O y O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER css) FLAT LATEX A g Og KNOCK DOWN (OR HATCHING LEGEND INSULATE WALL r R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION • MASONRY WALLS R 4.1 C O60I rtoo GARAGE FRAME WALLS R 13 .`6 0pJV E n M� n >oWL�_JroC�°mj' z-vWn• / O O y O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER css) FLAT LATEX A g Og KNOCK DOWN (OR HATCHING LEGEND INSULATE WALL r R - Value Chart WALL CONSTRUCTION R -VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED `0lllllf///,f BEws DESIGN GROVP 150 STATE STREET EAST ol,osnanR, t1l�mA 377 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIV\/ER --�°-=�-a FST. 1994 � =>�-- J;6 �1111 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D, KIDWELL, P.E. #52683 ANDREW I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8303 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O Uj 0 0 �z ca 0 zV) �, 0 r c e. 0 M 0 N0 < 0Q DAVIS 1989 , • TITLE • MAIN FLOOR PLAN NOTES2A1 • SHEET • /mil I Q v 100,11111111"// .i .1 DAVIS BEWS DESIGN GROW = Y :z CC :w10; V 6 i •�) ZZl Z O� C �o �//111111 J �� REFER TO SHEET2AI FOR MAIN FLOOR FLAN NOTES MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" -- I'-0" GARAGE RIGHT • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED DAVIS BEWS DESIGN GROW • x �o w C �o O J �� NI 20 cm m co Lu • 0 O roc ti ' � J -0 n I � mo L LE 0 ED O' 0�c 0 Z!�a • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED �N 111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8303 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). TME ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O Lu O O Z O z� oc O� _ce 1,,,_ O d" c� M O N 3J OQ 1989 , • TI TLE • MAIN FLOOR PLAN DIMENSIONS • • SHEET2A2 • DAVIS BEWS DESIGN GROW STATE srtZEET FAST813.92.5.1300 TFL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. ==a a==�- EST. 1994 �N 111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8303 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). TME ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V O Lu O O Z O z� oc O� _ce 1,,,_ O d" c� M O N 3J OQ 1989 , • TI TLE • MAIN FLOOR PLAN DIMENSIONS • • SHEET2A2 • STAIR NOTE5 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 2.2x12 02 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER • STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/GONG. WITH 1/4" 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 31/211 NAILS AT EA. STUD MIN. (161' O.G. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• AT CONC. W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.C. •• AT WOOD ATTACH W/ 0.131 x 3 1/2" NAILS AT 8" O.C. TO TRU55/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2x8'2 SYP, MIN. AT 16" O.C. « IF LANDING INCLUDES STRINGER 51JPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12.1 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/2" R5. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 1/211 TOE NAILS FROM EACH J015T TO KNEEWALL •• LEDGERS TO BE x 8 WITH: ••• (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. 3/4" PLYWD. DECKING FLOOR SYSTEM LINE OF - DOOR IN FOREGROUND I I 2x 51 10.0011 (TYP.) 36" H. CONTINUOUS 4211 H GRASPABLE RAILING RAILING STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/1 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE R3y01.5 PER FBy.C.R ,-F,5TH yEDITIOyN (20114). T T T T T T T LINE OF 6'-811 MIN. BEAM HEAD CLEARANCE-� OL M I" NOSING (TYP.) e 2x TREADS AND Ix RISERS (TYP.) Il TREADS AT 10.00" EACH STAIR S E CTI O N SCALE: 1/4" - 1'-0'1 FLOOR SYSTEM FEN�CLOSED ER-5TAIR PROTECTION �cESSIBLE SPACE UNDER STAIRS SHALL HAVETAIR SURFACE AND ANY SOFFIT PROTECTEDD SIDE W/ 112 INCH GYPSUM BOARD PERITION (20n) 8302.1 AND R302.11 PROVIDE PAN AND DRAIN UNDER A.H.U. 24" H. METAL A/C STAND TYPICAL WOOD FRAME • WINDOW SCHEDULE Iso srw-re sTR�r i�sr Oi.D6/\MR, FL,OR,IDA 39677 813 . 92S .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCAM TAMPA •DENVER C Q 2011 2411 3611 I Lr) N `, M WINDOW CALL -OUTS 2 Hm .- (D 2011 LINE OF - DOOR IN FOREGROUND I I 2x 51 10.0011 (TYP.) 36" H. CONTINUOUS 4211 H GRASPABLE RAILING RAILING STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/1 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE R3y01.5 PER FBy.C.R ,-F,5TH yEDITIOyN (20114). T T T T T T T LINE OF 6'-811 MIN. BEAM HEAD CLEARANCE-� OL M I" NOSING (TYP.) e 2x TREADS AND Ix RISERS (TYP.) Il TREADS AT 10.00" EACH STAIR S E CTI O N SCALE: 1/4" - 1'-0'1 FLOOR SYSTEM FEN�CLOSED ER-5TAIR PROTECTION �cESSIBLE SPACE UNDER STAIRS SHALL HAVETAIR SURFACE AND ANY SOFFIT PROTECTEDD SIDE W/ 112 INCH GYPSUM BOARD PERITION (20n) 8302.1 AND R302.11 PROVIDE PAN AND DRAIN UNDER A.H.U. 24" H. METAL A/C STAND ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). UPPER FLOOR 5TfRUGTUR,AL LEGEND ® - PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON HT74 CONNECTORS AT BASE. 0 - PROVIDE (3) 2x8 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. 10 - 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. II - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N L5TA12 STRAP. STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8'2 SYP UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENIW45 THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.CR - bTH EDITION (20n) R3a2 TRUSSES ATTIC ACCESS DETAIL SCALE: 1/21' - 1'•011 UPPER FLOOR PLAN NOTES GARAGE RIGHT TYPICAL WOOD FRAME • WINDOW SCHEDULE Iso srw-re sTR�r i�sr Oi.D6/\MR, FL,OR,IDA 39677 813 . 92S .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCAM TAMPA •DENVER C WINDOW WIDTHS 2011 2411 3611 4811 Lr) N `, M WINDOW CALL -OUTS 2 Hm .- (D 2011 V) 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W °mL• = 2411 0 1,520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 C 00 �t roN d;>4 c =*Icy 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 4811 g 1840 5H 2040 5H 3040 5H 4040 5H Z 6011 1850 5H 2050 514 3050 5H 4050 5H 1211 1860 5H 1 2060 SH 3060 5H 4060 5H G,G, VERIFY MASONRY OPENING5 FOR ALL WINDOW5, W WINDOW 51XE5 AND IN5TALLATION MAY VARY PER OMANUFACTURE 5PECIFICATION5. 6 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 6TH EDITION (2011). UPPER FLOOR 5TfRUGTUR,AL LEGEND ® - PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON HT74 CONNECTORS AT BASE. 0 - PROVIDE (3) 2x8 STUDS W/ lU SIMPSON HTT4 CONNECTORS AT BASE. 10 - 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. II - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) 51MP50N L5TA12 STRAP. STRUCTURAL NOTES • ALL LVL'S TO BE Fb=2950 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8'2 SYP UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENIW45 THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 6TH EDITION (2011) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.CR - bTH EDITION (20n) R3a2 TRUSSES ATTIC ACCESS DETAIL SCALE: 1/21' - 1'•011 UPPER FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER - CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED • x Cc Iso srw-re sTR�r i�sr Oi.D6/\MR, FL,OR,IDA 39677 813 . 92S .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCAM TAMPA •DENVER C U �o loo McoMND w N `, M Hm .- >.JM i. °mL• ro= v _' 0 C 00 �t roN d;>4 c =*Icy L.Tn in Z�2 0 • JOB NUMBER - CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED 1;6 �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE,ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY V) 0 uj O O �z O z� H Oce O M o N J O 1989 , • TITLE • UPPER FLOOR PLAN NOTES • SHEET2B1 • DAMS BEWS DESIGN GROUP Iso srw-re sTR�r i�sr Oi.D6/\MR, FL,OR,IDA 39677 813 . 92S .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWSCAM TAMPA •DENVER 1;6 �11 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE,ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONLY V) 0 uj O O �z O z� H Oce O M o N J O 1989 , • TITLE • UPPER FLOOR PLAN NOTES • SHEET2B1 • UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT 11 N * CC i Q • LLI w • O i Z ~ • C) C O ` ` 00 U To J n0 W 20� (D 5'Jcy oyiL • 9; , m 60 J V ~ 00 C 0 LLt �Of �++N t m 4-6N n Z��°a /filly III% UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED 11 DAMS BEWS DESIGN GROUP ,so STATE srtzi=er EASTo1.osMnFt, �n 34677813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBE'WS.COM TAMPA • DENVER K cc C O ` ` 00 U To J n0 W 20� (D 5'Jcy oyiL • 9; , m 60 J V ~ 00 C 0 LLt �Of �++N t m 4-6N n Z��°a JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED -�V'6 �1111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V1 O ui O O Z O O� O M 0 N J 0 Q 11989 • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2. • DAMS BEWS DESIGN GROUP ,so STATE srtzi=er EASTo1.osMnFt, �n 34677813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBE'WS.COM TAMPA • DENVER EST. 191994 -�V'6 �1111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V1 O ui O O Z O O� O M 0 N J 0 Q 11989 • TITLE • UPPER FLOOR PLAN DIMENSIONS • SHEET2B2. • BASED ON THE FOLLOWING ;DOT OFF RIDGE VENT IEAR FOOT OF SOFFIT VENT KE VENTING IS REQUIRED FOR BOTH TILE AND :ATIONS. Y OF ROOF SOFFIT VENTS ' 6:12 6:12 IFACTURER S SPECIFICATIONS R VENT. JUJI - - - - - - - - - - - - - - - - - - - - \ TYR b: 12 I - - - - - - - - - - - --- - - - - - \ - - - - - OVERHAWG AT HIP (U.N.C.) �g 6:12 6:12 - - - - - - - - GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA 557 SQ. Fr. 300 = 1.86 SQ. Fr. X 144 267 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS 133.68 SQ. IN. # UPPER 2/3 ROOF VEM REQUIRED = I - - - - - - - - - - - - - - - - - - - - HALF AT LOW SOFFIT / EAVE VENTS = 133.0 SQ. IN. ACTUAL SOFFIT VENTILATION 423.6 SQ. IN. FLT, HT� 12 4 SECOND FF. LINE TOM I MAIN FF. LINE AA ROOF PLAN SCALE 1/8" 1'-0" 12 12 0 /SHINGLE ROOF ;7 0 -TEMP. zSTUCCO FIN15H ;7 :6. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING di ,vk I Is 3/4" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FIN15HED 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 FBLJZ - bTW EDITION (2011) R10311 AND AST?l C 1063. THICME55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FBCP, - bTI4 EDITION (2011) R103.12 AND ASTM C W(9. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" 1'-0" 12 ro /SHINGLE ROOF PLT. HT. PLT. HT. cz ZSTUCCO FG, cp FINIV 12 1 SECOND FF. LINE 4 4 SECOND FF. LINE T.OM. T.OM. TEXTURED FIN15H ,,,--TEXTURED FINISH TEMP I MAIN F�. �INE MAIN FF. LINE GRADE LINE IA5,1411111 REAR ELEVATION 12 Z�b SHINGLE - — - — - — - — - FILT, HT. STUCCO FINISH 12 12 (0 -SHINGLE SECOND FF. I =RI F T OM. ROOF ZTEXTURED /TEXTURED FIN15H FINISH ;7 ;7 00 cc� TEMP. — — — — — — — — — — — — — — GRADE LINE (ASSUMED) LEFT ELEVATION 50ALE: 1/511 - I'-Ol' MAIN FF. LINE CIF1 SCALE: 116" 1'-0" WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UFFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 18 LOCATED, OPERABLE SECTIONS 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 FIER F.BLR - 6TH EDITION (2on) Fain WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 20W PER MCR - 6TH EDITION (2011) R3122 On PLT. HT. 4" BANDING-i— (TYP.) 1'-2` W. x 4'-0' H. - DECORATIVE FIXED SHUTTER 4" BANDING (Typ.) SECOND FF. LINE T.O.M. 4" BANDING TEXTURED FINISH BAND IWG .INE MAIN FF. LINE 12 roL,_- TFRU55 12 GL. VERIFY ALUMINUM OVER 2xb SUB -FASCIA (TYPICAL) STUCCO FIN15H 12 GIRDER TRU55 12 SECTION AA zSqINGLE ROOF 12 ect \-- TEMP. TE�MR L �SHI F 12 SHINGLE 0 L�,- 0 ROOF 12 [-&I' 5ANDM L,46EG.C. VERIFY GLA55 4" BANDING 'L " r - I T F RT FOR FRONT )OOP DOOR SCALE: 1/8" 14" 12 4PINGLE ROOF /-b" BANDING STUCCO FINISH 2SHINGLE ROOF 61, BANDING 12 12 GIRDER TRUSS LANAI ROOF FIF1x 3 VENT REQUIREMENTS DESIGN GROVP ui ;z VENTILATION CALCULATIONS OUXMAR, FLORMA 34677 > _j 0 _j N ATTIC AREA = 128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. TAMPA e nET-rvMR_ to c 0 co m 2 vp -E:Lj HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. C4 cl) 6 UPPER 2/3 ROOF VENTS REQUIRED = 1 - - - - - - - - - - - - - - - - - HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. E5% E 0 0 C 0 N12E �g 11�11'1 ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. 45 0 1 U) 11 4:12 4:12 1 12. IN ROOF :QUIREMENTS - - - - - - - - - - - - - - - - - L - - - - - - ----------- - - - - - - - - - - - - - 4TIONS ---------------- Fr. / 300 = 3.75 SQ. FT, X 144 = 5Q SQ. IN. )OF VENTS = 270.24 SQ. IN. NTS REQUIRED = 2 OFF -RIDGE I EAVE VENTS = 270.24 SQ. IN. VENT (TYP.) LATION = 629 SQ. IN. BASED ON THE FOLLOWING ;DOT OFF RIDGE VENT IEAR FOOT OF SOFFIT VENT KE VENTING IS REQUIRED FOR BOTH TILE AND :ATIONS. Y OF ROOF SOFFIT VENTS ' 6:12 6:12 IFACTURER S SPECIFICATIONS R VENT. JUJI - - - - - - - - - - - - - - - - - - - - \ TYR b: 12 I - - - - - - - - - - - --- - - - - - \ - - - - - OVERHAWG AT HIP (U.N.C.) �g 6:12 6:12 - - - - - - - - GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA 557 SQ. Fr. 300 = 1.86 SQ. Fr. X 144 267 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS 133.68 SQ. IN. # UPPER 2/3 ROOF VEM REQUIRED = I - - - - - - - - - - - - - - - - - - - - HALF AT LOW SOFFIT / EAVE VENTS = 133.0 SQ. IN. ACTUAL SOFFIT VENTILATION 423.6 SQ. IN. FLT, HT� 12 4 SECOND FF. LINE TOM I MAIN FF. LINE AA ROOF PLAN SCALE 1/8" 1'-0" 12 12 0 /SHINGLE ROOF ;7 0 -TEMP. zSTUCCO FIN15H ;7 :6. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING di ,vk I Is 3/4" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND 5AND FIN15HED 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 FBLJZ - bTW EDITION (2011) R10311 AND AST?l C 1063. THICME55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FBCP, - bTI4 EDITION (2011) R103.12 AND ASTM C W(9. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" 1'-0" 12 ro /SHINGLE ROOF PLT. HT. PLT. HT. cz ZSTUCCO FG, cp FINIV 12 1 SECOND FF. LINE 4 4 SECOND FF. LINE T.OM. T.OM. TEXTURED FIN15H ,,,--TEXTURED FINISH TEMP I MAIN F�. �INE MAIN FF. LINE GRADE LINE IA5,1411111 REAR ELEVATION 12 Z�b SHINGLE - — - — - — - — - FILT, HT. STUCCO FINISH 12 12 (0 -SHINGLE SECOND FF. I =RI F T OM. ROOF ZTEXTURED /TEXTURED FIN15H FINISH ;7 ;7 00 cc� TEMP. — — — — — — — — — — — — — — GRADE LINE (ASSUMED) LEFT ELEVATION 50ALE: 1/511 - I'-Ol' MAIN FF. LINE CIF1 SCALE: 116" 1'-0" WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5UFFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 18 LOCATED, OPERABLE SECTIONS 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 FIER F.BLR - 6TH EDITION (2on) Fain WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 20W PER MCR - 6TH EDITION (2011) R3122 On PLT. HT. 4" BANDING-i— (TYP.) 1'-2` W. x 4'-0' H. - DECORATIVE FIXED SHUTTER 4" BANDING (Typ.) SECOND FF. LINE T.O.M. 4" BANDING TEXTURED FINISH BAND IWG .INE MAIN FF. LINE 12 roL,_- TFRU55 12 GL. VERIFY ALUMINUM OVER 2xb SUB -FASCIA (TYPICAL) STUCCO FIN15H 12 GIRDER TRU55 12 SECTION AA zSqINGLE ROOF 12 ect \-- TEMP. TE�MR L �SHI F 12 SHINGLE 0 L�,- 0 ROOF 12 [-&I' 5ANDM L,46EG.C. VERIFY GLA55 4" BANDING 'L " r - I T F RT FOR FRONT )OOP DOOR SCALE: 1/8" 14" 12 4PINGLE ROOF /-b" BANDING STUCCO FINISH 2SHINGLE ROOF 61, BANDING 12 12 GIRDER TRUSS Lu PLT. HT. 1'4' W. x 5'-0" H. DECORATIVE FIXED 54UTTER cp SECOND FF. LINE T.OM, 1:1 El 1:11:1 E 1:1 [71 F_ 6 TEXTURED FIN15H ip L MAIN FF, LINE Elf . ............. "�F_T7 F-1 GRADE LINE-/ C:CPYRIGPT 2014, TAYLOR MORRI57N (ASSUMED) FRONT ELEVATION SCALE: 114" : I' -Oil 12 12 12 b /�HINGLE ROOF/ PLT. HT. ZSTUCCO 12 FIN15H ;7 SECOND FF. LINE_ RO:OaF SECOND FF. LINE T.O.M. T.011, ZTEXTURED ZTEXTURED FINISH FIN15P ;7 ;7 io MAIN FF. LINE . . . . . . MAIN FF. LINE — — — — — — — GRADE LINE777w (ASSUMED) RIGHT ELEVATION SCALE: 1/811 - I'-011 PLT. HT. 12 ---,J 4 SECOND FF. LINE TDM. MAIN FF. LINE INCLUDED ELEVATION % FIF1x 3 .z :z DESIGN GROVP ui ;z 150 STATE SIR= EAST OUXMAR, FLORMA 34677 > _j 0 _j N WWWJDAVISBEIIIIII TAMPA e nET-rvMR_ to c 0 co m 2 Lu PLT. HT. 1'4' W. x 5'-0" H. DECORATIVE FIXED 54UTTER cp SECOND FF. LINE T.OM, 1:1 El 1:11:1 E 1:1 [71 F_ 6 TEXTURED FIN15H ip L MAIN FF, LINE Elf . ............. "�F_T7 F-1 GRADE LINE-/ C:CPYRIGPT 2014, TAYLOR MORRI57N (ASSUMED) FRONT ELEVATION SCALE: 114" : I' -Oil 12 12 12 b /�HINGLE ROOF/ PLT. HT. ZSTUCCO 12 FIN15H ;7 SECOND FF. LINE_ RO:OaF SECOND FF. LINE T.O.M. T.011, ZTEXTURED ZTEXTURED FINISH FIN15P ;7 ;7 io MAIN FF. LINE . . . . . . MAIN FF. LINE — — — — — — — GRADE LINE777w (ASSUMED) RIGHT ELEVATION SCALE: 1/811 - I'-011 PLT. HT. 12 ---,J 4 SECOND FF. LINE TDM. MAIN FF. LINE INCLUDED ELEVATION JOB NUMBER CAD FILE NAME LOT 234 ISSUED 05-31-18 REWSED FIF1x 0 DESIGN GROVP 71 110 too 150 STATE SIR= EAST OUXMAR, FLORMA 34677 0 _j 0 _j N WWWJDAVISBEIIIIII TAMPA e nET-rvMR_ to c 0 co m 2 vp -E:Lj C4 cl) 6 a U) il. 0 0 to c . r, 10 N E5% E 0 0 C 0 FL 45 0 1 U) 411111111 0 0 Z It JOB NUMBER CAD FILE NAME LOT 234 ISSUED 05-31-18 REWSED VORTEx ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). E PRTHE NGINEER HAS NOT REVIEWED THE E- E NG INE ERED TRUSS MANU F. LAYOUT TO DETERMINE ANY LOAD BEAR NG CONDITIONS AND RESERVES THE RIGHT TO MAKIE1 ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINE"" SEALED FOR STRUCTURE ONLY V) on C) uj 0 Z z 0 V) 0 r 0 r4l,+j 0 0 v 1989 E: I TI TLE 0 FRONT ELEVA PON DETAILS 911 SHEET 3SE DAVIS BEWS DESIGN GROVP 150 STATE SIR= EAST OUXMAR, FLORMA 34677 813. 925.1300 TEL 813. SK25.1800 FAX WWWJDAVISBEIIIIII TAMPA e nET-rvMR_ I ESr. 1994 VORTEx ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWEDTHE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017). E PRTHE NGINEER HAS NOT REVIEWED THE E- E NG INE ERED TRUSS MANU F. LAYOUT TO DETERMINE ANY LOAD BEAR NG CONDITIONS AND RESERVES THE RIGHT TO MAKIE1 ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINE"" SEALED FOR STRUCTURE ONLY V) on C) uj 0 Z z 0 V) 0 r 0 r4l,+j 0 0 v 1989 E: I TI TLE 0 FRONT ELEVA PON DETAILS 911 SHEET 3SE 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 ""7F MATERIAL PER :VATIONS WITH APPROVED )ERLAYMENT (REFER TO ✓ER SHEET) ENGINEERED ROOF 1SSES AT 24" O.C. 2RICANE STRAP PER DF FRAMING PLAN _BRG. HGT. 1M. DRIP EDGE FASCIA JTED ALUM. SOFFIT :_ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM l.»l TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY war\ gPQ' TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE - (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE WEATHER RESISTIVE BARRIER N 11 DO NOT FLASH -� OVER BOTTOM NAILING FLANGE 2 i i EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE 15/32 O.S.B. SHEATHING (SEE DETAIL B BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z 5.l FLASHING UNDER S.G.D. AS i - RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF i CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I EXTERIOR FINISH WATER PROOF CAULKING i � PER BUILDER N N PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST L AND UP WALL BY 6" �I II WATERPROOFMEMBRANE 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 war\ gPQ' TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE - (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE WEATHER RESISTIVE BARRIER N 11 DO NOT FLASH -� OVER BOTTOM NAILING FLANGE 2 i i EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE 'ZI (SEE DETAIL B ��P� FOR OPTIONS) 5.l 150 STATE STREET F1�.ST oil�n�, aolzm0 A ��n 813.925.1300 TEC. 813. 92.5.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER 0; 100 �� JO WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 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 SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD UCCO "J" MOLD EATHING TEXTURED CEMENT PLASTER FINISH 2017 FBCR 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 R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (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. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 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 C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS JOB NUMBER 27002.000 • ;RE D FILE NAME FL SUED 01-05-18 VISED <(A pmmq FF11-x DAMSBEWS Dnvis BEws DESIGN GROUP 150 STATE STREET F1�.ST oil�n�, aolzm0 A ��n 813.925.1300 TEC. 813. 92.5.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER -�, EST. 1994 �- �-- 100 �� JO 0 j 9 YJC'(�rn N N > > J N L ooLM 00 a N of Co 3� E �Y 0O 6 J m Coro' CC� z '01 JOB NUMBER 27002.000 • ;RE D FILE NAME FL SUED 01-05-18 VISED <(A pmmq DAMSBEWS Dnvis BEws DESIGN GROUP 150 STATE STREET F1�.ST oil�n�, aolzm0 A ��n 813.925.1300 TEC. 813. 92.5.1800 FAX W W W.DAVISBEWS.CAM TAMPA •DENVER -�, EST. 1994 �- �-- • TI TLE • FLASHING DETAILS • SHEET • SHEATHING 'EXTURE INISH COAT �ROWN COAT CRATCH COAT ELF -FURRING LATH WO LAYERS WRB JEEP SCREED ERMINATE SELF DHESIVE FLASHING T LOWER NOSE OF .W.W.S. ELF ADHESIVE -ASHING ASONRY BLOCK ALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE / / I-- I... SELF-ADHERED / FLASHING / / / NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW cACAi c OUCATUikl� ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER -/L FLASHING DRIP EDGE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \ SEAL TOPS OFA_ JOISTS UNDER DECKING (SEE DETAIL WP07) //— DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 'H MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED TEXTURED, PAINTED FLASHING SELF -ADHERED FLASHING EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: ACCORDANCE WITH ASTMC1063 BUILDING PAPER MIN: 3:12 SLOPE SCORED CRICKET AS SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) r RELEASE PAPER >J N x METAL (BEFORE FOLDING, SCORE FLASHING 0 3 1/2" RELEASE PAPER TO EXPOSE UNPERFORATED 0_j C0 FLANGE 7/8" ADHESIVE AS SHOWN) WEEP SCREED MAINTAIN LJ}'0 *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 CONT. GALV. "L" 7/8" CEMENT PLASTER FLASHING PER DAVIS BEWS DESIGN GROUP TEXTURED, PAINTED MANUFACTURES APPROVED WEATHER -RESISTANT EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: ACCORDANCE WITH ASTMC1063 BUILDING PAPER MIN: 3:12 SLOPE CRICKET AS SPECIFIED BY PLAN (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) - VERTICAL WALL AT ENTRY PLASTER STOP BEAUTY STRIP ROOF FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r, HOLD EXTERIOR AK"y ?� FINISH 2" ABOVE ° ROOF er r�F• .t "'•t rt i:. t is rt "� _ FLASHING CAULKING __- IL FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6" HIGH r ' SPEC'S. DIVERTER 6 �lk� FLASHING GALV. 'L' FLASHING TYPICAL. Jai ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL SHINGLE OVER FLASHING W/ TF — \ CONT. GALV. "L' FLASHING PER MANUFACTURES \ SPECIFICATIONS _ OVER ROOF ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLI ED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING Wt FLASHING INSTALLATION -CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLE S W/ TAR SHINGLE PER CONTRACT R`O TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL ROpF -y- TYPICAL K Cq� METAL DRIP EDGE TO �R s BE UNDER UNDERLAYMENT AT ROOF EAVES T'� pi�oss OA, ��F40 Rp°F cK P T ,9 ��O R 2 S\0� j o �Fq_1T1 T10 \ a �N c,�N qqN Gp �Rp G ��RSE 9E 2Np Go RAKE METAL DRIP EDGE TO BE OVER -2s F UNDERLAYMENT ATy+} EAVES GABLE ENDS EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE T FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. Al 4 BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FL *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH ADHERED FLASHING FLASHING DETAILS 7/8" CEMENT PLASTER IN ACCORDANCE WITH DAVIS BEWS DESIGN GROUP ASTMC926 150 STATE STRF-ET EAST OLDBMM, RDROA 34677 813.92.5.1300 TEL 813. 925 _ 1800 FAX W W W.DAVLSBEWS COM TAMPA • DEIVVF-R APPROVED WEATHER -RESISTANT N MATERIAL W/ METAL LATH IN Q ACCORDANCE WITH ASTMC1063 BUILDING PAPER m0'0 7/16" O.S.B. SHEATHING Zco ce) >J N x METAL ' FLASHING 0 3 1/2" UNPERFORATED 0_j C0 FLANGE 7/8" WEEP SCREED MAINTAIN LJ}'0 BOTTOM OF WEEP SCREED j./ T 1 1/2" TO 2" c ZNG7 ABOVE ROOF SHEATHING / CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. Al 4 BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FL *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH ADHERED FLASHING FLASHING DETAILS FREWSED 27002.000 ME FL 01-05-18 (D DAVIS BEWS DESIGN GROUP Xcp0°°0 150 STATE STRF-ET EAST OLDBMM, RDROA 34677 813.92.5.1300 TEL 813. 925 _ 1800 FAX W W W.DAVLSBEWS COM TAMPA • DEIVVF-R -- a EST. 1994 o -==- N Q _jCONC m0'0 Zco ce) >J N L oo�� •' O 0 WL �0 0_j C0 I L Y LJ}'0 t ro n 00 j./ T c ZNG7 FREWSED 27002.000 ME FL 01-05-18 J (D DAVIS BEWS DESIGN GROUP (A 150 STATE STRF-ET EAST OLDBMM, RDROA 34677 813.92.5.1300 TEL 813. 925 _ 1800 FAX W W W.DAVLSBEWS COM TAMPA • DEIVVF-R -- a EST. 1994 o -==- J (D (A ' TI TLE • FLASHING DETAILS • CDACN \ / LIGHT . COACH LIGHT ELECTRICAL KED - 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K,.p. WEATHERPROOF DUPLEX OUTLET QEF.L GROUND FAULT INTERRUPTER DUPLEX OUTLET Qr- HALF -SWITCHED DUPLEX OUTLET �0 SPECIAL PURPOSE OUTLET :G DUPLEX OUTLET IN FLOOR K* 220 VOLT OUTLET I WALL SWITCH _t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN .}� TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) I Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THER'10STAT PM ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -N FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI) 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.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED WOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, ORO", RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED IGF.(). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 10, N.E.C. 2014, F$.C.R - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CAR50N MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU. CABLE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND RDD 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 RIGHT A/C MAIN DISCONNECT METER LSO STATE SI1tEEf EAST 150 STATE STREET EAST OL,D6MAR, FLORJDA 396?7 ansn+na.a.oamn Asn s� . 9zs .moo ro.. 813.92.5.1300 TEL. 813.925.1800 FAX 813 . 92S . I800 FAX W W WDAVLSBEWSCOM W W W.DAVISBEWS.C.OM TAMPA •DENVER TAMPA � �OJVER x COMBO - SQUARE D U to N o 0 DISC. REFER TO FLOOR TYR N4 AND M2 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED :. >;JM PANEL '10 COPPER TO aN� 00 WATER HEATER UNDERGROUND p:�CQ 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND RDD 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 RIGHT F— • ME LOT 234 31-18 DAMS BEWS DAMS BEWS DESIGN GROUP DESIGN GROUP LSO STATE SI1tEEf EAST 150 STATE STREET EAST OL,D6MAR, FLORJDA 396?7 ansn+na.a.oamn Asn s� . 9zs .moo ro.. 813.92.5.1300 TEL. 813.925.1800 FAX 813 . 92S . I800 FAX W W WDAVLSBEWSCOM W W W.DAVISBEWS.C.OM TAMPA •DENVER TAMPA � �OJVER x L; U to N o 0 J N- oo� :. >;JM aN� 00 J 0 p:�CQ iL-.CcI�W c SN 0 �0 0; z��° F— • ME LOT 234 31-18 V/ owO qqtW Y 0 0 m Z Z o DC � O� I- O M � N � 1989 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET •4A DAMS BEWS DAMS BEWS DESIGN GROUP DESIGN GROUP LSO STATE SI1tEEf EAST 150 STATE STREET EAST OL,D6MAR, FLORJDA 396?7 ansn+na.a.oamn Asn s� . 9zs .moo ro.. 813.92.5.1300 TEL. 813.925.1800 FAX 813 . 92S . I800 FAX W W WDAVLSBEWSCOM W W W.DAVISBEWS.C.OM TAMPA •DENVER TAMPA � �OJVER --�--=a EST. 1994 EST. 1994 F— V/ owO qqtW Y 0 0 m Z Z o DC � O� I- O M � N � 1989 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET •4A 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NJ -PA. 10, N.E.C. 2014, F.B.CR - 6TH EDITION (2011), 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. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN- GARAGE RIGHT ELECTfRICAL AGE"' 0 DUPLEX CONVENIENCE OUTLET ro DUPLEX OUTLET ABOVE COUNTER iso srnte sTREEI' EAST OLD6TMR, FLORIDA 396T7 925.1300 TEL 813. 925.1800 FAX NMM1V.DAVLSBEWSCOM W W W.DAV15BEWSCAM TMMA • OENVEA TAMPA •DENVER owv. WEATHERPROOF DUPLEX OUTLET U �Lo0 N0 K)EF.L GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 0 -'N SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 0) �N�'/MM 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH JN $ D DIMMER SWITCH {�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE L • WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q• RECESSED INCANDESCENT LIGHT FIXTURE m Ac LIGHT FIXTURE WITH PULL CHAIN �o TRACK LIGHT 0 X00 FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN c EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) 4. i O . !0 ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) U) (� n ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) 0-20 z tp 't so SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL.) Qr THERr10STAT Cpn ELECTRIC METER = ELECTRIC PANEL —� DISCONNECT 5WITC4 ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN v J <1 CEILING: MOUNTED NCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN * * * * NOTES- G.C. VERIFY ALL I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRT) AS INDICATED SMOKE DETECTORS ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. To BE HARD -WIRED 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.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, UTILITY ROOMS AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.12 AND 406.13 5. ALL 15A AND 20A 125V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NJ -PA. 10, N.E.C. 2014, F.B.CR - 6TH EDITION (2011), 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. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN- GARAGE RIGHT • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED 1989 FFFFix ro iso srnte sTREEI' EAST OLD6TMR, FLORIDA 396T7 925.1300 TEL 813. 925.1800 FAX NMM1V.DAVLSBEWSCOM W W W.DAV15BEWSCAM TMMA • OENVEA TAMPA •DENVER C U �Lo0 N0 0 0 -'N 0) �N�'/MM JN L • 00 m m 0 X00 c 4. i O . !0 U) (� n T� 0-20 z tp 't • JOB NUMBER - • CAD FILE NAME LOT 234 ISSUED 05-31-18 REVISED 1989 DAVIS BEWS DESIGN GROVP iso srnte sTREEI' EAST OLD6TMR, FLORIDA 396T7 925.1300 TEL 813. 925.1800 FAX NMM1V.DAVLSBEWSCOM W W W.DAV15BEWSCAM TMMA • OENVEA TAMPA •DENVER --�-c EST. 1944 PST. 1994 V/ O W Y O O mz z� oc o� �- o M O N J0 < DAMS BEWS DESIGN GROVP iso srn're s'rngr Evsr aosn+nn.Fwam� �n 813. 9zs . Laoo TEL 813. 925.IH00 FAX • TITLE • UPPER FLOOR ELECTRICAL PLAN4 B • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY d LANAI: FRONT ENTRY AND LANAI CEILINGS TO 5E 1/8" STUCCO OVER 1/16" 055 AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS -8 THI5 TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RE51-ON515LE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST REGENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY C,45TCRETE. USE OF CA5TCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFAGTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, A5 PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED •• BYSEALED NOTE ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED a 16" O.C. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RE51ST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN •• ALTERNATIVE LOCATIONS WHERE TNI-IOT BE0 FLOOR SEING Y5TTMBELOW THE GUARDRAIL 15 PERPENDICULAR, AT 46" D.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRU55/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRU55 WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED •• AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "518TERED" STUD INTO THE VERTICAL WEB COMPONENT. AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMP50N SD525600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON 5P1 CONNECTORS AT EACH STUD. •• IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE 515TERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL AL50 APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. •• ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT 15 NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES WIC HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM _ABOVE GARAGE.- ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS TD BE 1/2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE 1/8" STUCCO OVER 15/32" 055. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • •• R9a NAILS SHALL BECORROSION-RESISTANT NALI5 CONFORMING TO ASTM F1667 OR AN EQUAL CORRO51ON RE515TANCE BY COATING, ELECTRO GALVANIZATION, MEGHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH T.45114,APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30* FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS - FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS 6 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS e 12" D.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.G. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/A6CE 5 AS APPL ICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TD INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L1(o00 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: 1. CODES 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE CACI 318), 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TMS 402/ACI 530/A5CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER 5TRUCTURE5 (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6, DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRU56 PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. I.B. AMERICAN PLYWOOD ASSOCIATION DE51GN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 P5F FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: L I VE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRU65E5 WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRU55 MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOAD&. GENERALLY STANDARD FLOORING 15 AS PER 2.4.1, STANDARD CEILING FINISH 15 5/8" OR LE55 GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE 16 ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE 501L BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION, 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS, 4.2. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi w 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM 4615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWF A5TM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.1510 BY VOLUME MINIMUM (1.5 LBS / CU YD), 4.5. LAP SPL ICES 4 HOOK5 SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS &HALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS (oO2)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THI5 PROJECT. 5.2.2. COMPIRE&SIVE STRENGTH REQUIREMENT IS F'm=1500 PSI, 5.2.3, DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE 5TRE55 METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT 4PPLICA5LE. 5.2.6. GROUT SHALL COMPLY WITH A&TM C476. GROUT SHALL BE 3000 PSI U.N.O. 4 HAVE A &LUMP RANGE OF 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 -&TRESSED TENDONS, 4 METAL ACCES&ORIES SHALL BE 60 KSI RE5,41R (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS 6PECIFIED ON PLAN SET. 5.3.5, STAINLE55 STEEL 15 NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE-5TRE65ING ANCHORAGE, COUPLER6, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTEL5 TO BE BY CAST -CRETE UNLE56 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUIT6 ARE NOT APPLICABLE. 5.4.2. ACCE55ORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLE55 CLEARLY DELINEATED A5 "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/61, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")' AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'6 A55OC I AT ION. 6.2. ALL LUMBER SHALL BE SOUND, 5EA5ONED, 4 FREE FROM WARP, 6.3, FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED 6 BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. *2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL 5TUD5 TO BE SPACED 's 16" O.G. 4 5HALL BE S.Y.P. OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, *2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTH6 GREATER THAN 2x4, *2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALL6 SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF - (o. 3. ro. PF.6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-O Q MID -HEIGHT, 4 SHEATHING JOINT, BRACE GABLE END WALLS ia 4'-0 O.C. MIN. 6.3.1. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAIL& HEREIN. INTERIOR BEARING COLUMNS/5TUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES 45 LONG A5 TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A GCA SALT TREATMENT IN ACCORDANCE WITH F.5. II -W-571 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2. 6,6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.CJ. (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECE55ARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENT6. THE M05T STRINGENT SHALL CONTROL. 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 RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.1 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXP05ED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER SCSI RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE 51DE WITH NAILING PATTERN PER 'O'/&2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. 6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) 51MP50N &[)625600 6 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING A5 APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMP50N H7516 OR TO BLOCKING ABOVE e 24" O.G. A5 PER DETAIL 'F'/52. 5L0CKING DEFINED (THE FOLLOWING SHALL AFDF`LYVN.O,) THROUGHOUT THIS PLAN THE TERM BLOCKING 15 USED AS A GENERIC TERM. TH15 NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X5-1/2" TOENAILS INTO THE 5TUD5 AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRUSS WEB SPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRU55 (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING WITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, A5 NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MA50NRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRU55 WORK.) FOR TRAN5FERRING UPPER POINT LOAD5 (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE 5HEATHIN6 JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED A5 PER THE CRITERIA ABOVE 15 INTENDED FOR 5TRAPP►N6, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR BUCK ATTACHMENT (THEO G Y .O. • IF lx - ATTACH WINDOW THROUG=H BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANCHORS e 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWING PPLY U.N.O.) • VORTEX ENGINEERING, LLC. NAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL (qTH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA NE. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY UN0) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. OR 5/8" DIA, A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF l". • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. \\\� X51;• SPECIFICATION FOR LANDINGS $ STAIR CONSTRUCTION � iv (THE FOLLOWING SHALL APPLY UN.O.) ��i • ALL STRINGERS TO BE 2-2X12 02 5YP. �•�' • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. RETURNED UPON COMPLETION OF THE • STRINGERS RUNNING PARALLEL TO $ SUPPORTED BY A WALL SHALL BE ATTACHED: CONTRACT ONLY. ANY GHANGE5 TO THESE •• 6 MASONRY/GONG. WITH 4" DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./GONG.). •• 9 WOOD WITH (4) 0.131 X 3�" NAILS AT EA. STUD MIN. (16" O.G. MAX) EXECUTED FROM THESE PLANS WITHOUT •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS ENGINEERING, LLC SHALL AUTOMATICALLY • ALL FROM A FLAT SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •. � RINGE W5 a DIIAGX 3"12UROFACE SUITS, OR LITIGATION BY ANY INTERE51ED •• 6 WOOD ATTACH W/ 0.131 X 3�" NAILS AT 8" O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. SPECIFICATIONS ACCOMPANY THESE •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA. FOR ADDITIONAL CONDITIONS, • LANDINGS SHALL BE BUILT AS FOLLOWS: BY •• J015TS TO BE 2X8 "2 SYP, MIN. 6 16" O.C. DK/PK •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. DK/PK •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32'" R.5. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 3�" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. DK/PK •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X3" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.G. MAX. DK/PK ••• 4" X 3" TAPCONS £1 8" O.C. STAGGERED -1 MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS $ HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301.5 4 SECTION 8312. ZOO W V 1 W 1. f F04 100 W a � H W O O G V V=1 4 CONFL I CTS zo� >u�OWO = = N =zzz o�=�¢z i- (THE FOLLOWING SHALL 4FDPLY U.N.O.) z=oZ ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN U, O W= W NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN y�HOHp Vw30 r5 Z- 5 V( W W RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS LU aW�W a N WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, m INT. PRESSURE COEFF. +/- 0.18 ENCLOSED OR THE MANUFACTURERS SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. Ln MAX. MEAN ROOF HEIGHT 27.5' MAX. • WHERE A SEALED DIRECTIVE FROM THE ENGINEER N C-400 oc -aqctLn W N d4' c) OF RECORD IS PROVIDED RELATING TOA 00 COMPONENTS AND CLADDING (ULTIMATE) CONFLICTED ITEM, THAT DIRECTIVE SHALL _ Y w Z cri0 O� CONTROL. QLL LU ZZ V1 0. ROOF @ 10 SOFT + 28.6/- 117.1 PSF DISCLAIMER @ 20 SOFT +26.5/-109.1 PSF (THE FOLLOWING LY U.N.O.) " I O- © 50 SOFT + 22.,3/- 99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE © 100 SOFT + 20.2/- 91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 5TARTIN6 ANY WORK. WALL @ 10 SOFT + 49.7/- 66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLE55 OF @ 20 SOFT + 46.,3/- 62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL DRAWN MK/1=0K © 50 SOFT + 44.6 /- 56.9 PSF OF VORTEX ENGINEERIN(5, LLC, OR ANY Q 100 SOFT + 42.1 - 55.2 PSF CONSTRUCTION EXECUTED FROM THESE PLANS @ 500 SOFT + 37.1/- 41.3 PSF WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLF-55 TO ANY GARAGE DOOR 8' WIDTH + 44.3 /- 49.4 PSF LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY 10' WIDTH + 43.6/- 48.9 PSF INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY 12' WIDTH + 42.9/- 48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL 16'+ WIDTH + 42.0/- 47.5 PSF CONDITIONS. CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE 11 NOTE: - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DI5GREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC_, OR ANY WN5TRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE51ED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS, REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 a Z O ZOO W V 1 W 1. f F04 100 W a � H W O O G V V=1 4 n zo� >u�OWO = = N =zzz o�=�¢z i- w o0 z=oZ ¢¢0� CG Z U, O W= W W W W 2w 0 F U -LU Z W>Zwp Q J y LL y�HOHp Vw30 r5 Z- 5 V( W W 0 Z Y W U� _5 LU `Lw3o9� Q �- W 5=¢4m Q LU aW�W a N o � o O m Ln W r Z CA M a M N C-400 oc -aqctLn W N d4' c) 3X11 00 D � _LU C4 Z n Q _ Y w Z cri0 O� W Uj Q �000u QLL LU ZZ V1 0. O c a IIII�� •�• ?ice �' cri Q " I O- :��. q) DATE 03-00-18 SCALE NOTED DRAWN MK/1=0K JOB Sheet content: Structural Notes Sheet number: 111 142-21.5 FLOOR TRU55 BRG. SEE PLAN 1/2" DIA. x 8" TITEN HD e 48" O.C. MAX (SEE FOUNDATION PLAN FOR LOCATION OR EXCEPTIONS) (4) 10d NAILS INTO DBL TOP PLATE STUD BEARING WALL (SEE PLAN FOR SIZE) 5YP 2x4 MIN. STUDS I&" O/C m GARAGE TO HOUSE WALLS, INSULATE PER CALC5/61PEC5 12 �(TYP.) � 5EE fLfv. SIMPSON 5P2 EA.5TUD -- 71/16" APA RATED 5HEATHINC SEE SCHEDULE FOR FASTENING 2X4 PT STUDS 9 16" O.C. OR - (1)2X4 P7 STUD -S 24" O.C. UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU65 SIMPSON SPI &I EA. STUD —' 2x4 PT. BTM. PLATE W/ —� 1/2" DIA.x6" A.B. 6 24" O.C. 5IMP50N META20 S EA.5TUD 8"XS"X16" K.O. BLOCK W/1 �5 4 FILLED W/2500 PSI GROUT PRE- ENGINEERED WOOD TRU55ES 6 24" 0/C UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) DOUBLE TX" S.P.F. TOP PLATE CRICKET AS REQUIRED MAIN SPAN ROOF TRU55 UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER (1)05 VERT. IN CONGFILLED CELL W/ STD, 90° HOOK IN K.O. BLOCK ATCHING LEGEND NOTE: `. ® AT 2x6 WALLS USE SPH& (/ CONNECTORS IN LIEU OF INTERIOR LOAD 5PH4 CONNECTORS SHOWN. F Kneewall Above Masonry Wall Detail BEARING WALL (W/ AT 2x8 WALLS USE 5PH8 $_� SCALE:NTS c �d\ GRADE 40 UPLIFT) BAR SIZE CONNECTORS IN LIEU OF LENGTH LAP SPLICE -77V LENGTH LAP SPLICE 5PH4 CONNECTORS SHOWN. A..11511 IrIl IlDil TRUSS BRG._ FOR WALLS LARGER THAN D.. 03 1 1/8 SEE PLAN 15 2 1/4" 4 1/2 9 1/4 2x8, USE SIMP50N 6Pl'5 ON 014 21/2 691/2 d, %z " 4,1 01=3-1/2" 3" 6 121/2 21 EACH SIDE OF STUD TO d NOTE. 25 3 3/4" aq d BOTTOM PLATE 4 SIMPSON "6 REGARDLESS $ I 30 uB u SP2'5 ON EACH SIDE OF WALL --- *5 VERT. WALL ,-_- OF HATCHING FASTEN EA. STUD FASTEN 105 16 1/2 LAP SPLICE STUD TO TOP PLATES. REINF. GROUT ON TO TOP PLATE w/ - - - U.N.O. CELLS SOLID PLANS, WALLS THAT SUPPORT SIMPSON 5PH4 w/ SIMPSON NAILS n SCALE:NTS SEE TRUSS SHEET FOR p� 2�� =txa=ZW p O ROOF TRUSSES 135 28 95 ADDITIONAL STRAPPING Q EITHER z =aim ~= to W 0.om< N ;. COLUMNS 0 DIRECTLY OR GARAGE TO STUD BEARING WALL (SEE W INDIRECTLY HOUSE WALLS, W H p 0000 M w N PLAN FOR SIZE) 5YP 2x4 MIN. 3 7111 ARE TO BE AT FOOTING SEE STUDS s 16" O/C SEE FOUND. PLAN c �d\ GRADE 40 GRADE &0 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE -77V LENGTH LAP SPLICE NOTE: "NOTWITHSTANDING MANUFACTURER'S A..11511 IrIl IlDil All $ C.. D.. 03 1 1/8 41/2 1 15 2 1/4" 4 1/2 9 1/4 I •4:2-1/2 014 21/2 691/2 d, %z " 4,1 01=3-1/2" 3" 6 121/2 21 05 d 1511 3/4 25 3 3/4" aq d 26 "6 3 3/4 $ I 30 uB u 9 15 1/2 e ° "1 4 3/8 105 16 1/2 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK "8 - - - REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE &0 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE NOTE: "NOTWITHSTANDING MANUFACTURER'S A..11511 IrIl IlDil All $ C.. D.. 03 1 1/8 41/2 1 15 2 1/4" 4 1/2 9 1/4 16 014 21/2 691/2 20 3" 6 121/2 21 05 31/8 1511 3/4 25 3 3/4" 15 151/2 26 "6 3 3/4 9 14 30 4 1/2" 9 15 1/2 35 "1 4 3/8 105 16 1/2 35 5 1/4" 10.5 213/4 53 "8 - - - - 8" 12 243/4 14 n SCALE:NTS l7 p� 2�� =txa=ZW p O 9" 135 28 95 NOT FOR USE IN THE HVHZ (DADE, BROWARD) Rebar Lap, Embedment & Hook Schedule "J" BOLT W/ NUT 4 WASHER (REFER TO SCALE:NTS DOOR MANUFACTURERS INSTALLATION NOTE: INSTRUCTIONS FOR SPACING 4 SIZE) AT 2x(o WALLS USE SPH& Zx& P.T. JAMB UPLIFT CONNECTOR--�`� — (SEE TRUSS SHEET NOTE: "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) SPECIFICATIONS, JAMB SHALL BE 2x& CONNECTORS IN LIEU OF MIN. 4 SHALL BE ATTACHED TO THE MASONRY/CONCRETE w/ 1/2" DIA. x 8" DBL. TOP PLATE A,5.AT 24" O.C. STARTING 9" MAX. FOR WALLS LARGER THAN IN5UL E PER --- --- I/2 GYP. BOARD BUILT A5 TRACK/BRACKET FROM THE SLAB, USE 2 DIA. WASHERS BEARING WALL CALCS/SPECS I/2 DIA. x 8 TITEN HD 24 FASTEN PER MANUF. MIN. AT EACH BOLT LOCATION. TRACK W/UPLIFT O.C. FOR . MAX. UPLIFT OF SPECS. ATTACHMENTS TO THE JAMB ARE BY (1) SIMPSON SPH4 1500 LBS. ON EACH TRUS5 MANUFACTURER, THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. w/ 12-10d NAILS EA. (SEE FOUNDATION PLAN OR TRU65 PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS -a 2'-0" STUD (STRAP OR EXCEPTIONS) Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.G. (MAX.) CENTERED ON WALL. NEEDED ONLY DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR PT BOTTOM PLATE W/ROOF UPLIFT) P7 80770M PLATE S-1 SCALE: NTS CONTROL. U.N.O." WALL THICKNESS) 401-011 DBL 5YP TOP PLATE ° — FOOTING SEE Ii1I ° ° _1 FOOTING SEE FOR WOOD FRAME WALL TO FOUNDATION PLAN FOR I— — FOUNDATION PLAN MASONRY ATTACHMENTS THAT SIZES 4 MORE INFO. —III—III FOR SIZES 4 MORE OCCUR 6 A LINTEL USE 1/2" x 6" INFO. THREADED ROD SET IN I...IA...A.` i i VVILI IUUL %JtJI11L SHINGLE / TILE ROOF - SEE ELEVATION PAGES FOR MORE INFO. FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR G TIME OF INSPECTION. IF SHINGLE IS USED, UNDERLAYMENT TO COMPLY WITH FBCR 905.1.1 SCALE: NTS 12 (TYP) EEEy. 1 11 %JjJ111L 1/2" GYP. BD. CEILING TYP. SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION Ix2 PT NAILER 1/2" DRYWALL VERT, WALL REINF. EMBED AGI STD. HOOK IN BOND BM. 05 BAR CURTAIN NAILER PT Ix4 WINDOWS 4 5G.D. WINDOW W/ SCREEN (WHERE APPLICABLE) Ix2 PT FIR STRIP 6 24" O.C. 1x4 PT BASE NAILER 41"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE — FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. Typical Ext. Masonry Wall Section SCALE:NTS CMU WALL -SEE 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 S91 SCALE: N.T.S. /PRE ENGINEERED WD TRUSS 6 24" O.G. �R-38 INSULATION OR PER ENERGY CAL, META20 UNLESS NOTED OTHERWISE SEE /�-TRUSS SHEET FOR MORE INFO. ELEVATION VARIES STOP OF MASONRY 5OFFIT/FASCIA LE55 THAN 5'-0" FROM PROPERTY LINE TO COMPLY WITH FBCR 302.1. SEE ELEVATION PAGES FOR SOFFIT/FASCIA DETAIL VARIES SEE ROOF PLAN 8"x8" K.O. CMU BOND BM. w/ 1 - 05 BAR CONT. (MIN LAP = 25") GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. PRECAST CONCRETE LINTEL 6 WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE PRECAST CONC SILL 05 BAR VERT. WALL REINF. CONT. TO BOND BEAM. EMBED ACI STD. HOOK 6" IN BOND BEAM. GROUT CELLS SOLID. 8"x16" G.M.U. PER A5TM C-90 (TYP.) —FM =1900 P.S.I. (MIN.) W/ TYPE M OR S MORTAR PER ASTM C-2710 IN5UL. PER CALCS. 4 SPECS ELEV 0'-0" TOP OF SLAB 5/8 CEMENTITIOUS FINISH PER FBCR 103.1.2 NOTE: SEE N -I FOR ADDITIONAL/ALTERNATE PARAMETERS. CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK COURSES SIMP60N SET EPDXY. 2 X S.Y.P. STUDS ID 16" O.C. - U.N.O. LOAD BEARING OR EXTERIOR WALL 10" x 1/2" DIA. "J" BOLTS 4 WASHERS -S 2'-0" O.C. (MAX) CENTERED ON WALL FOR EXTERIOR BRNG. OR GARAGE BRNG WALL TITEN HD 48" O.C. IF WALL 15 INTERIOR N BRNG WITHOUT TOP 2 X STUD 8" C. M. U. 1" X P.T.STUD *5 VERT. IN FILLED CELL 1/2" DIA x 6" TITEN HD 2 X P.T. PLATE UPLIFT, 24" O.G. IF EXTERIOR FINISH WITH UPLIFT.410- (SEE ELEVATIONS) GRADE (1) 51MP80N 5PH4 TYP. d — FOOTING SEE s >. FOUNDATION PLAN FOR = _ — SIZES 4 MORE INFO. — — 1-11 � I I 1 I El I I I_I NOTE: "AT 2x6 WALLS USE 5PH& CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN o 2x8, USE SIMPSON 5PI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP50N 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." 1/2" DIA x 6" AB— OR TITEN HD 24" O.G. IN REINFORCED CELL AT INT. SHEAR WALL ONLY USE SIMPSON H3 w/ 8-5d NAILS FASTEN TO TOP 4 BOTTOM PLATE PLUS HORS BLOCKING m 48" O.G. 2x4 PLATE MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x &" EMBEDMENT 5IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1. 5/8" DIAMETER x 6" EMBEDMENT 6IMP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.G. IF RESISTING GRAVITY LOAD5 Wood Frame To Masonry Attachment Detail rng Wall Only SCALE: NTS 4"GONG. SLAB. SEE FOUND. PLAN FOR MORE INFO. Y 5EE FOUND. PLAN W FOOTING SEE { FOUNDATION PLAN FOR SIZES 4 MORE INFO. CLEAN 4 COMPACTED 501L. (9571° MODIFIED PROCTOR PER A5TM D1551) Gara a Wall Section Brng Wall -1 W/ U p I i r, SCALE:NTS $ FLOOR TRU55 BRG. (4) 10d NAILS INTO DBL TOP PLATE SCALE:NTS 2X STUDS NOTE: TO ENGINEER PRIOR TO STARTING ANY AT 2x(o WALLS USE SPH& SECURE PLATE W/ CONNECTORS IN LIEU OF — 5PH4 CONNECTORS SHOWN. PROJECT. USE OR COPY 15 PERMITTED BY AT 2x8 WALLS USE 5PH8 — CONNECTORS IN LIEU OF 1/2" GYP. BOARD 5PH4 CONNECTORS SHOWN. (1) 6IMP60N 511 W/02) 10d FOR WALLS LARGER THAN COMMON NAILS EA. STUD 2x8, USE SIMPSON 5PI'5 ON 1/2" GYP. BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 5IMP50N 2X S.Y.P. *1 STUDS 16"O.C. 5P2 5 ON EACH SIDE OF STUD TO TOP PLATES. (MAX.) CENTERED ON U.N.O." INSULATION OR PER ENERGY 2X S.Y.P. 01 STUDS 1&"O.C. CALCS./SPECS. WALL. (REFER TO FND 4 CONT. 2X PT SOLE PLATE DK/PK (1) 6IMP50N 6PH4 W/(12) 106 EL V 0'-0" TOP OF SLAB COMMON NAILS EA. STUD DK/PK EL V 0'-0" TOP OF SLAB OIL _I Y 5EE FOUND. PLAN W FOOTING SEE { FOUNDATION PLAN FOR SIZES 4 MORE INFO. CLEAN 4 COMPACTED 501L. (9571° MODIFIED PROCTOR PER A5TM D1551) Gara a Wall Section Brng Wall -1 W/ U p I i r, SCALE:NTS $ FLOOR TRU55 BRG. (4) 10d NAILS INTO DBL TOP PLATE K.O. CMU BOND BEAM "'S BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =*5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. _EAN OUT EMBED AGI , . �'-0" FIN154,�,. 5TD. HOOK IN e. FLOOR r FOOTING `• y FOOTING SEE FOUNDATION y. PLAN FOR SIZES 4 MORE INFO. �Masonry Wall Reinforced Cell Detail 10" MIN. 8x8 K.D. CUM BOND BEAM Lu/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL Lu/ 1- "5 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 5TD. HOOK IN FOOTING 0'-0" FINISHED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. °.. +q r , �N asonry Column @ Lanai/Entry Detail S-1 j SCALE:NTS Lu L K.O. CMU BOND 4 O BEAM LL CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BON[ OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF USE SIMPSON SEI HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDr 5" 5IMP50N SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB SCALE:NTS 05 BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) WALL REINF NOTE: • M156ING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRU 56 ANCHORS: TRUSSES WHICH R FLACD CN THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED 70 THE MASONRY BOND BEAM U51NG ONE SIMPSON HTSMI&, MAX. CAP 15 1115 ". MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-1 SCALE:NTS TOP TIE BEAM a- 15 VERT. CORNER CELL FILLED W/ Q I CONCRETE L 05 LAP 1 --GOVT. *5 25" AP R Corner Continuity Detail $-� SCALE: NTS NOTE: DBL, TOP PLATE --�� 2X STUDS 1/2" GYP. BOARD TO ENGINEER PRIOR TO STARTING ANY 1/2" GYP. BOARD SECURE PLATE W/ THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE HILTI CF&2 POWDER PROJECT. USE OR COPY 15 PERMITTED BY SECURE PLATE W/ 10" 1/2 ACTUATED PINS WITHOUT WRITTEN APPROVAL OF VORTEX 1/2" GYP. BOARD 48" O.G. OR EQUAL DIA. "J" BOLTS 4 CALCS./SPEC5. RENDER VORTEX ENGINEERING, LLC. CONT. 2X PT SOLE WASHERS e 4'-0" O.C. SUITS, OR LITIGATION BY ANY INTERESTED PLATE (MAX.) CENTERED ON PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 2X S.Y.P. 01 STUDS 1&"O.C. REVISIONS WALL. (REFER TO FND 4 NEW CODE UPDATES DK/PK REVISIONS EL V 0'-0" TOP OF SLAB FLR PLN FOR WALLINSULATION DK/PK , OR PER ENERGY ADDED 160 MPH SHEETS THICKNESS) REVISIONS '.. 4.. CALCS./SPECS. W ' SEE FOUND. PLA N CONT, 2X PT SOLE PLATE 4"GONG. SLAB, 0 0 0 LUin W (ZZOZ FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. SEE FOUND. PLAN Garage Wall Section Non-Brn M . FOR MORE INFO. SCALE:NTS l7 p� 2�� =txa=ZW p O a`uc t- 2011 " I=< lL U J W W W O cizQFO Q EL Y 0'-0" TOP OF SLAB z =aim ~= to W 0.om< N ;. 0 u M C9~n W Z Nrn MN x0000 W H p 0000 M w N �w W N D 00 3 7111 N C9 zu-r,Q " W FOOTING SEE �ZmO e-iU °° SEE FOUND. PLAN W FOUNDATION PLAN FOR 51ZES 4 MORE - ` CLEAN 4 COMPACTED SOIL. INFO. (1355, MODIFIED PROCTOR PER A5TM D1551) 1/1/ Gara a Wall Section Brng Wall K ••00• $-1 W/O U r)l lft SCALE:NTS K.O. CMU BOND BEAM "'S BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =*5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. _EAN OUT EMBED AGI , . �'-0" FIN154,�,. 5TD. HOOK IN e. FLOOR r FOOTING `• y FOOTING SEE FOUNDATION y. PLAN FOR SIZES 4 MORE INFO. �Masonry Wall Reinforced Cell Detail 10" MIN. 8x8 K.D. CUM BOND BEAM Lu/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL Lu/ 1- "5 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 5TD. HOOK IN FOOTING 0'-0" FINISHED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. °.. +q r , �N asonry Column @ Lanai/Entry Detail S-1 j SCALE:NTS Lu L K.O. CMU BOND 4 O BEAM LL CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BON[ OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF USE SIMPSON SEI HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDr 5" 5IMP50N SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB SCALE:NTS 05 BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) WALL REINF NOTE: • M156ING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRU 56 ANCHORS: TRUSSES WHICH R FLACD CN THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED 70 THE MASONRY BOND BEAM U51NG ONE SIMPSON HTSMI&, MAX. CAP 15 1115 ". MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-1 SCALE:NTS TOP TIE BEAM a- 15 VERT. CORNER CELL FILLED W/ Q I CONCRETE L 05 LAP 1 --GOVT. *5 25" AP R Corner Continuity Detail $-� SCALE: NTS NOTE: 2X STUDS 1/2" GYP. BOARD TO ENGINEER PRIOR TO STARTING ANY 24"O.C. SECURE PLATE W/ THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE HILTI CF&2 POWDER PROJECT. USE OR COPY 15 PERMITTED BY INSULATION OR ACTUATED PINS WITHOUT WRITTEN APPROVAL OF VORTEX PER ENERGY 48" O.G. OR EQUAL THE F-XPRE55 APPROVAL OF VORTEX CALCS./SPEC5. RENDER VORTEX ENGINEERING, LLC. CONT. 2X PT SOLE 4"GONG. SLAB. SEE SUITS, OR LITIGATION BY ANY INTERESTED PLATE FOUND. PLAN FOR PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. MORE INFO. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS EL V 0'-0" TOP OF SLAB Ci DK/PK , ADDED 160 MPH SHEETS z LL REVISIONS '.. 4.. GEN NOTE REVISED W ' SEE FOUND. PLA N FOOTING SEE 0 0 0 LUin W (ZZOZ FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER A5TM D1551) Garage Wall Section Non-Brn M . $-1 SCALE:NTS K.O. CMU BOND BEAM "'S BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS =*5 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. _EAN OUT EMBED AGI , . �'-0" FIN154,�,. 5TD. HOOK IN e. FLOOR r FOOTING `• y FOOTING SEE FOUNDATION y. PLAN FOR SIZES 4 MORE INFO. �Masonry Wall Reinforced Cell Detail 10" MIN. 8x8 K.D. CUM BOND BEAM Lu/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL Lu/ 1- "5 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 5TD. HOOK IN FOOTING 0'-0" FINISHED FLOOR FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. °.. +q r , �N asonry Column @ Lanai/Entry Detail S-1 j SCALE:NTS Lu L K.O. CMU BOND 4 O BEAM LL CELL TO BE FULL GROUTED DRILL 4 EPDXY INTO LINTEL/BON[ OR CIP BEAM ABOVE WITH MINIMUM EMBEDMENT OF USE SIMPSON SEI HIGH STRENGTH EPDXY DRILL 4 EPDXY MINIMUM EMBEDr 5" 5IMP50N SET EPDXY EXISTING MA50NI BOND BEAM OR SLAB SCALE:NTS 05 BAR TRANSITION STEEL ACI 5TD. HOOK (TYP) WALL REINF NOTE: • M156ING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 60 05 BAR. INSTALL IN SLAB W/ 5" MINIMUM EMBEDMENT, USE SIMPSON SET EPDXY. MAXIMUM OF 3 IN A ROW 4/OR 10 TOTAL ON A PROJECT WITHOUT WRITTEN APPROVAL. • MISSING TRU 56 ANCHORS: TRUSSES WHICH R FLACD CN THAT AN EMBEDMENT ANCHOR 15 MISPLACED OR MISSING MAY BE FASTENED 70 THE MASONRY BOND BEAM U51NG ONE SIMPSON HTSMI&, MAX. CAP 15 1115 ". MAXIMUM OF 5 IN A ROW 4 10 TOTAL WITHOUT WRITTEN APPROVAL. Q TYP. Retrofit Vert. Dowel Detail S-1 SCALE:NTS TOP TIE BEAM a- 15 VERT. CORNER CELL FILLED W/ Q I CONCRETE L 05 LAP 1 --GOVT. *5 25" AP R Corner Continuity Detail $-� SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 0 0 LUin W (ZZOZ yi�- W 1�LO ~z c LOU 000�? � R W a ,-LL= ego f+m+o0a n O "O¢Z V W O N W Z O J= Q"za Ic<z<1=cc M M 00 = zzo2oci z v�Om►-Oz Z l7 p� 2�� =txa=ZW p O a`uc t- 2011 " I=< lL U J W W W O cizQFO Q Vmuj0 z0 knZA a Q S W W? W H Q z =aim ~= to W 0.om< N O 0 u M C9~n W Z Nrn MN x0000 W H p 0000 M w N �w W N D 00 3 7111 N C9 zu-r,Q " W O� �ZmO e-iU °° J _I ILL X a t/ W1 g Q a O c a 1/1/ ••00• %z.. l Ji 0 i �•' CO 0 DATE Q)3-OJ8-IS SCALE NOTED DRAWN MK/PDK JOB — — — Sheet content: Structural Details Sheet number: 51 5Y TRUSS MANUF. MT512 s EACH TRUSS TYP. LOAD BEARING WALL CONST. 2"x4" 6 16" O.C. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) USE SIMPSON 5P2 s STUD TO TOP PLATE, SPI STUD TO BOTTOM PLATE, OR EQUALS. PROVIDE SIMPSON MT512 AT BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) RUSS BY RUSS MANUF. TYP. �T 24" O.C. BELOW SIDE WALLS ,TING TRUSSES ATTACH W/SIMPSON A34 :;H END TYP. EACH STUD TO 1 I I I TH 4-16D 1 CH END PRE - ENG. WOOD RO TRUSSES 1/2" GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 5IMP50N L5TA12 g EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV, TOENAILS 6 EACH END I>< ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ SIMPSON 5PH4 6TYP. LOAD BEARING WALL EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" 6 16" O.C. (SINGLE NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER-' / IL WINDOW SEE FLOOR PLAN FOR SIZES PER HDR. DETAIL "J/52" GYP. BOARD RETURN I III TRIM VARIES - SEE ELEVATIONS "2X" SILL 1/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL BOLT s 24" O.C. PER SCHEDULE, MIN. 16d 6" O.C. 4" CONG SLAB2X PT SOLE PLATE POCKET -� SEE FIND. PLAN SLIDING DOOR. ELEV 0'-0" TOP OF SLAB FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Ext. Frame Wall Section SCALE:NTS 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS m EACH STUDS 2x8 LEDGER W/ - 4-0.131 x 3 1/2" R.S. NAILS 9 EACH FLOOR TRU65 (FIELD VERIFY WITH TRUSS \ LAYOUT LOCATION) 2X4 RAT RUN BRACING 9 4 O.C. ON TOP ( BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 3-0.131 x 3 1/2' R.S. 1@ EA. TRS JOINT MASONRY Il PLYWOOD 'i0 EXTEND PAST FLOOR TRUSSES PRE -ENG. WOOD r -I OnQ TR1155E5 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS -, EACH STUDS , PRE-ENGINEERED WOOD ROOF TRUSSES PLYWOOD TO -'lzw EXTEND TO BOTTOM OF WALL 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS 6 EACH 5TUD5 WITH FLOOR TRUSS WITH -OUT FLOOR TRUSS �Typical Ledger Detail $_2 SCALE:NTS 2X4 CROSS — BRACING 6 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES 2X4 BLOCKING 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA. ED 1/2 " HIGH STRENGTH OR 5/8" GYP. HETA 12 -s 24"O.C. 2x FRAME WALL - _ I - _ _1 �---- -- — — — l• _ — SCALE:NTS HANGER TO BE 5IMP50N LU5, LSU, OR L55U MIN. INTERIOR AREA 2X4 RAT RUN BRACING 6 48" O.G. ON TOP OF BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 2-16d m EA. TRUSS JOINT 6IMP50N A34 CONNECTOR W/4 -5d X 1 1/2" INTO BLOCKING 6 4-5d X 1 1/2" INTO TOP PLATE FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, PAVERS OR 4" GONG. F_"Misc. Dormer Knee Wall Attachment Details �_=® ONE SCALE:NTS SCALE: NTS 12 PRE ENGINEERED WD TRUSS 24" O.G. SIMPSON MTS18 EACH TRUSS SHINGLE / TILE ROOF - SEE ELEVATION SEE 7/16" MIN. A.P.A. PAGES FOR MORE (TYP) ELEV. PRE-ENGINEERED INFO. FASTENING TO INSULATION PER ENERGY CALLS. 2X -i 16" O.G. BE AS PER 2x 50TT. PLATE THE INSTALLATION OF THE SPH MANUFACTURERS CONNECTORS ABOVE THE HEADER, 4 L SPECIFICATIONS. CONTRACTOR HURRICANE ANCHOR 9 EACH TRUSS SEE CRIPPLE STRAPPING, AT 2x6 WALLS USE R PROVIDE MANUF. 10 or TRUSS SHEET FOR MORE INFO. FOR ROUGH OPENINGS OVER DOCUMENTATION TO 5'-0" USE (2) 5IMP50N 0516 USE 6IMP50N C516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING INSPECTOR 6 TIME OF ELEVATION VARIES Tx " KING STU INSPECTION. IF SHINGLE IS USED, TOP PLATE EQ., TYP. PLATE AT OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER UNDERLAYMENT TO &'-2", TYP.(( CLEARANCES FOR THE WINDOW/DOOR DORMER ROOF BY TRUSS MANUF. OR COMPLY WITH FBCR MEMBERS OR DIRECTLY TO CMU/WOOD CONVENTIONAL 905.1.1 OR BOTH OF THE TOP PLATES IS FRAME (SEE PLAN) PRE - ENG. WOOD RO TRUSSES 1/2" GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION 2-2"x4" BLOCKING 5IMP50N L5TA12 g EACH VARIES SEE ROOF PLAN WITH 4-16D COM STUD OR EQUIV, TOENAILS 6 EACH END I>< ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE TRUSS MANUF. W/ SIMPSON 5PH4 6TYP. LOAD BEARING WALL EA. STUD W/02) 10d SEE FLOOR PLAN FOR EXACT CONST. 2"x4" 6 16" O.C. (SINGLE NAILS EACH. SEE HEADER SCHEDULE (2-2X12 U.N.0) BOTT. PLT., DOUBLE TOP PLT.) TABLE ON SHEET 5-3 FOR STUD SPACING FASTEN HEADER-' / IL WINDOW SEE FLOOR PLAN FOR SIZES PER HDR. DETAIL "J/52" GYP. BOARD RETURN I III TRIM VARIES - SEE ELEVATIONS "2X" SILL 1/2" GYPSUM BOARD IN5UL. PER ENERGY CALC5. 10" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL BOLT s 24" O.C. PER SCHEDULE, MIN. 16d 6" O.C. 4" CONG SLAB2X PT SOLE PLATE POCKET -� SEE FIND. PLAN SLIDING DOOR. ELEV 0'-0" TOP OF SLAB FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. Typical Ext. Frame Wall Section SCALE:NTS 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS m EACH STUDS 2x8 LEDGER W/ - 4-0.131 x 3 1/2" R.S. NAILS 9 EACH FLOOR TRU65 (FIELD VERIFY WITH TRUSS \ LAYOUT LOCATION) 2X4 RAT RUN BRACING 9 4 O.C. ON TOP ( BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 3-0.131 x 3 1/2' R.S. 1@ EA. TRS JOINT MASONRY Il PLYWOOD 'i0 EXTEND PAST FLOOR TRUSSES PRE -ENG. WOOD r -I OnQ TR1155E5 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS -, EACH STUDS , PRE-ENGINEERED WOOD ROOF TRUSSES PLYWOOD TO -'lzw EXTEND TO BOTTOM OF WALL 2x8 LEDGER W/ 4-0.131 x 3 1/2" R.S. NAILS 6 EACH 5TUD5 WITH FLOOR TRUSS WITH -OUT FLOOR TRUSS �Typical Ledger Detail $_2 SCALE:NTS 2X4 CROSS — BRACING 6 48" O.C. ON TOP OF RAT RUNS FOR 4 TRU55 SPANS WOOD TRUSSES 2X4 BLOCKING 24" O/C W/ 3-0.131 x 3 1/2" R.S. TOENAILS 3 EA. ED 1/2 " HIGH STRENGTH OR 5/8" GYP. HETA 12 -s 24"O.C. 2x FRAME WALL - _ I - _ _1 �---- -- — — — l• _ — SCALE:NTS HANGER TO BE 5IMP50N LU5, LSU, OR L55U MIN. INTERIOR AREA 2X4 RAT RUN BRACING 6 48" O.G. ON TOP OF BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 2-16d m EA. TRUSS JOINT 6IMP50N A34 CONNECTOR W/4 -5d X 1 1/2" INTO BLOCKING 6 4-5d X 1 1/2" INTO TOP PLATE FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO, PAVERS OR 4" GONG. F_"Misc. Dormer Knee Wall Attachment Details �_=® ONE SCALE:NTS SCALE: NTS SEE TRUSS SHEET 2x TOP PLATE FOR STRAPPING CONT, nnnnnncA LLLL 7/16" MIN. A.P.A. AT 2x WALLS THAT ARE WIDER THAN 2x4 4 RATED SHTG. PRE-ENGINEERED 5'-0" lU SIMPSON C516 OR (1) MSTA24 w/ 22-10d NAILS - ROOF TRUSS. 2X -i 16" O.G. FLUSH THE HEADER TO WIDTH 4 ALLOW 2x 50TT. PLATE THE INSTALLATION OF THE SPH CONT. --_ I PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. 4"GONG. SLAB. SEE FOUND. PLAN 1/4"X 3 1/2" MASONRY SCREW 8" O.C. 0.131 x 3 1/21 g 4" O.C. POCKET -\ SLIDING DOOR. PAVERS OR 4" CONC. SLAB SEE TRUSS SHEET FOR STRAPPING PRE-ENGINEERED ROOF TRUSS. PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO, NOTE: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, 01 GRADE SHALL BE USED FOR 2x4. FOR 2x DEPTHS GREATER THAN 2x4, w2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE *2 GRADE. U.N.O." 4"GONG, SLAB. SEE FOUND. PLAN a a , . �- -. A .. a H CMU Lintel Pkt. Slider Detail a1 7 .. ".d .d e ° .a a< _ a .. ri Wood Frame Pkt. Slider Detail $_2 SCALE:NTS S-2 SCALE:NTS r SEE FLR PLN FOR HDR SIZE NOTE: SIMPSON MT518 AT 2x WALLS THAT ARE WIDER THAN 2x4 4 FOR ROUGH OPENINGS UNDER 5IMP50N 5PH4 w/ 6-106 WHERE THE HEADER IS NOT FULL WIDTH 5'-0" lU SIMPSON C516 OR (1) MSTA24 w/ 22-10d NAILS - NAILS EACH 16" O.C. (CAN OF THE WALL, ADD 2x PAD BLOCKING w NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO CENTER ON HEADER U.N.O. (11 FLUSH THE HEADER TO WIDTH 4 ALLOW NAILS EA. SIDE INTO CRIPPLE THE INSTALLATION OF THE SPH STUDS) (U.N.0) CONNECTORS ABOVE THE HEADER, 4 L FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING, AT 2x6 WALLS USE SUITS, OR LITIGATION BY ANY INTERESTED SPH6 IN LIEU OF 5PH4, AT 2x8 WALLS USE FOR ROUGH OPENINGS OVER --- 5PH8 IN LIEU OF SPH4, FOR WIDER WALLS 5'-0" USE (2) 5IMP50N 0516 USE 6IMP50N C516 IN AN SPH CONFIGURATION. ATTACH PAD BLOCKING OR (2) M5TA24 (UN.0) T — PROVIDE I I w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. Tx " KING STU SIMPSON L530 OR DOUBLE BOTT. UN.O." SPECIFICATIONS EQ., TYP. PLATE AT OPENINGS OVER WHEN NECESSARY TO MAINTAIN PROPER SPECIFICATION FOR KING_ S 4 CRIPPLES &'-2", TYP.(( CLEARANCES FOR THE WINDOW/DOOR (T EN O OWING H APPLY UN.O.) WITHIN AN OPENING, IT IS ACCEPTABLE MEMBERS OR DIRECTLY TO CMU/WOOD TO UPSET THE HEADER SUCH THAT ONE • AT OPENINGS UP TO 3 -6 (1) OR BOTH OF THE TOP PLATES IS CRIPPLE 4 lU KING 15 REQUIRED ON EACH SIDE OF THE HEADER. FASTEN WALL ELIMINATED TO MAINTAIN THE FULL DEPTH HEADER SPECIFIED IN THE PLAN • AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING ID 3" SET IT IS NOT ACCEPTABLE TO O.C.ALL AROUND WIDTH, (2) CRIPPLES 4 (l) KING IS SUBSTITUTE A LESSER DEPTH HEADER OPENING REQUIRED ON EACH 51DE OF THE WITHOUT WRITTEN PERMISSION FROM THE HEADER. E.O.R. WHEN THE TOP PLATE 15 • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE 6PH4 CONNECTORS IN WIDTH, (2) CRIPPLES 4 (2) KINGS PROVIDE SHOWN AT THAT LOCATIONS ARE NOT ARE REQUIRED ON EACH SIDE OFNECESSARY. ALL OTHER STRAPPING DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS THE HEADER. ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING 2", TYP. CRIPPLES 4/OR KINGS MADE ON SHALL ATTACH DIRECTLY TO HEADER. THE PLAN SET SHALL CONTROL. SIMP50 (ON SECOND FLOOR) FOR ROUGH ZCCZ Lg i Q=zw O O LS30 OR/' L63TY OPENINGS UNDER 5'-0" ONLY (1) SIMP50N �_-� WOEa �04 � C516 SPAN FLOOR 5Y5. TO (ON CONC. SLAB) SIMPSON NTT4 BLOCKING/RUNNERS BELOW W/ (1) 5/8"x8" ATR IN 5IMP50N SET PROHIBITS 2X THICKNESS f CENTER OF EPDXY 4 (18) 16d NAILS Q ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX (ON SECOND FLOOR) FOR ROUGH AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (l) SIMPSON W/ (l) 5/6" ALL THREAD ROD SET IN WALLS WITH NO UPLIFT,HTT4 STRAPPING MAY BE SIMPSON SET EPDXY 4 (18) 16d NAILS ELIMINATED, UNLE55 EMBED A.B. 5" (MIN.) INTO MA50NRY KO. OTHERWISE NOTED BLOCK SET OR 5IMP50N MSTCM60 IF Z M N C FILLED CELL OCCURS BELOW ri-,Jyp. Header Detail $-2 SCALE: NTS CMU WALL 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 2X BUCKS ATTACHED W/ - 3.5" EAVE DEPTH REQUIRED MIN. 1/4"x 3" tAPGONS 12" O.G. WITH MAX. 6" FROM r END OF MEMBER s MAS. SIMPSON MT518 OPENINGS. EACH TRUSS 5/8" x 6" X Q 2X MEMBERS ATTACHED- 5/8" x 8" W/51MP6ON A35 WHERE 5/8" x 5" EMBED NEEDED TO MEET �4 MANUFACTURER'S ATTACHMENT POINT L REQUIREMENTS. IF IX THEN ATTACH WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTACH TO 2X BUCK. `- TYP. LOAD BRG WALL UII 2"x4" -1 16" O,C. (SGL V BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. PLT) w/ I/4"x 3" TAPCONS �� 12" O.G. W/MAX. 6" SIMPSON L5TA12 9 FROM END OF BUCK. (TYP. ALL 2X WINDOW EACH STUD OR EQUIV. BUCK ATTACHMENT - 2 -2"x4" BLOCKING WITH 4-161D COM TOENAILS fit EACH END 2x8 PT VERTICAL (ABV.) Q WALL TO BE ATTACHED WITH 1/2" ANCHOR BOLT Q 24" O.G. TYP. 1x4 PT VERTICAL (BELOW) 6 WALL TO BE ATTACHED WITH 1/4" x 2-1/4" TAPCON 12" O.G. OR PER MANUFACT. nn General Irregular Window Attachment SPECS. S-2 Non-Brn . Frame Down Header Detail - $-2 MuItkuse SCALE:NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS -1 EA. G NAIL PECS ISH 121 BOLT fREFLACEI" SENT CNART: THE FOLLOWING "J" BOLTS C,4N BE REPLACED UJITIH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME: TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTIH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXP=ANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN UJRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY r r 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" X Q 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED ENGINEERING, LIG, OR ANY CONSTRUCTION �4 THE EXPRESS APPROVAL OF VORTEX L J HARMLE55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE 7 r SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS DK/PK INFO WINDOW ATTACHMENT POINTS TO 2X ADDED 142 MPH SHEETS DK/PK MEMBERS OR DIRECTLY TO CMU/WOOD ADDED 160 MPH SHEETS FRAMING ONLY. NUMBER OF DIAD. MEMBERS STUDS RELATIVE TO NUMBER OF REQUIRED DK/PK /, ATTACHMENT POINTS PER MANUFACTURER, 2X 6 16" O.C. BUCKS TO BE ATTACHED TO CMU PER a c O W O Z F ui F-ZQD W�ZZW CC SPECS GIVEN IN THIS DETAIL, 2X TO 2X arlt 1-601g. ATTACHMENT TO BE SIMPSON 435. KNEE WALL ABOVE ARCH NECESSARY ONLY PER 2 if 8.a W a 0 W 0 w 2� W00 OPENING VARIATIONS. MIN. 2X BUCK FOR ZCCZ Lg i Q=zw O O WINDOW/SHEATHING ATTACHMENT '� �_-� WOEa �04 � W J TOP/SIDES OF ARCH OPENING. IF ARCH TOP � LL V= V V, Z= W N u% PROHIBITS 2X THICKNESS f CENTER OF z z waac =uiegw►w_ Q Q ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX O O�`L BUCK, WITH 2X BUCK -s EACH SIDE TO EDGES OF OPENING. ALL TAPCONS TO HAVE JM MIN. 1-1/4" EMBEDMENT. kom Ln Non-Brn . Frame Down Header Detail - $-2 MuItkuse SCALE:NTS WALL BELOW SPAN FROM OF BOTTOM P CHORD NAILS -1 EA. G NAIL PECS ISH 121 BOLT fREFLACEI" SENT CNART: THE FOLLOWING "J" BOLTS C,4N BE REPLACED UJITIH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLICABLE. FOR FRAME: TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTIH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXP=ANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED 4 APPROVED BY E.O.R. IN UJRITING. "J" BOLTS TITEN HD BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2" x 5" EMBED 5/8" x 6" 5/8" x (o" 5/8" x 5" EMBED 5/8" x 8" 5/8" x 8" 5/8" x 5" EMBED SCALE:NTS -SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SHEET. -FRAMING ABOVE/BESIDE WINDOW PER OPENING t0 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. SEE TRUSS 1/16" MIN. APA DOUBLE TDP PLATE SHEET FOR RATED SHEATHING" MIN. STUD GRADE SYP) STRAPPING FASTEN EA, STUD NOTE: TO TOP PLATE w/ "AT 2x(o WALLS USE 5IMP50N 5P2 w/ (12) NAILS FULL DEPTH BLOCKING PANEL EDGES LU/\/ 3)16d TOENAILS EA. END 5IMP50N SPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HDR. (2) 5IMP50N 5P4 w/ 6-10dxl 1/2 NAILS EA. STUD INSTALL I/2 X 6 THREADED ROD IN SIMPSON SET EPDXY Q 2'-0" O.C. (MAX) 11 CENTERED ON WALL. CMU WALL - SEE - B Structural Kneewall FLOOR PLAN FOR S.2 SCALE: NTS MORE INFO. EDGES (SEAMS SHEATH BLOCKI FOR WA. PANEL SHEATH FOR RC TONGUE GROOVI FLOOR° 2X PT BOTTOM PLATE - 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 SIMPSON SPl'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." T''FIGAL NAILING 5CHEDULE HIGH WIND IN FIELD AND REPORT ANY Dt5GREPANCIE5 NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" S. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" " 6 TEE RUSS 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN. PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LIG, OR ANY CONSTRUCTION ENG. THE EXPRESS APPROVAL OF VORTEX EN&INEERIN6, LL,- SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LL.G. HARMLE55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY MORE REVISIONS BY NEW CODE UPDATES DK/PK INFO ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK STUDS GEN NOTE REVISED DK/PK /, p2x 6 16" O.C. INSTALL I/2 X 6 THREADED ROD IN SIMPSON SET EPDXY Q 2'-0" O.C. (MAX) 11 CENTERED ON WALL. CMU WALL - SEE - B Structural Kneewall FLOOR PLAN FOR S.2 SCALE: NTS MORE INFO. EDGES (SEAMS SHEATH BLOCKI FOR WA. PANEL SHEATH FOR RC TONGUE GROOVI FLOOR° 2X PT BOTTOM PLATE - 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 SIMPSON SPl'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." T''FIGAL NAILING 5CHEDULE HIGH WIND IN FIELD AND REPORT ANY Dt5GREPANCIE5 NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" S. RING SHANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" " 6 FLOOR 0.131 x 3 I/ , COMMONI COMMON 3/4" T.G. 6" 6" 12" ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN. PLANS, RE6ARDLE55 OF HOW MINOR, X111 1 000 • :40 -o _,:z r BOUNDARY NAILING FOR WALL, DASHED L INE INDICATES TOP PLATE OF WALL GABLE END TRUSS TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.G. 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 HIP. 9 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATW15E OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD 5CREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR 5 SCREWS -1 7" O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.G. MAX. FRAMING ATTACH WITH 1-1/2" 5CREW5 AT 6" O.G. ALONG EDGEcl AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/8" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS 6 7" O.G. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" 5CREW5AT 6" O.G. ALONG EDGES AND 12" O.G. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. Typical Nailing Schedules (Floor, Roof, Wall; SCALE:NTS NOTE: GONTRAGTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY Dt5GREPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX EN6INEERIN6, LL.G., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR DOPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LIG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX EN&INEERIN6, LL,- SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LL.G. HARMLE55 TO ANY LIABILITY, CLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a c O W O Z F ui F-ZQD W�ZZW CC W arlt 1-601g. 2 if 8.a W a 0 W 0 w 2� W00 i Z Z Z p� rx z N J aOo Z7;O0 ZCCZ Lg i Q=zw O O W -' oC �_-� WOEa �04 � W J P: Z- LE" C�y 2� O Z W Z W O O � LL V= V V, Z= W N u% Z z z waac =uiegw►w_ Q Q =a0 5 Haw W w LLA N O O�`L JM rl kom Ln LLi Z M N C a m cr Ln14 W 00 00 tz W N- M Y.1 In 1 �. N 3 Ln Z CC 00N az U_ O Q YUj Z m O LLJ e -i U X a I,- 00 a `L W Z c a a O tD 0 11/ill •• �� : Z wNO- � C/ CID 1 0 q DATE a3 aS-18 SCALE NO%ED DRAWN MK/PDK JOB _ Sheet content: Structural Details Sheet number: 52 PER JOINT BRACING A Truss Bracing Overlap Detail $-$ SCALE: NTS SEE FLOOR PLAN FOR LENGTH 4 WIDTH DBL TOP PLATE ---� WALL SHEATHING NAILED PER O'/S-2 2x4 WD CONST. � 16" O.C. 2x6 SOLE PLATE - CUT OUTSIDE EDGE PLUMB TO ALLOW SOLID CONNECTION LU/ SHEATHING FASTEN TO ROOF SHEATHING / BLOCKING w 1/4" x 5" WOOD SCREWS is 4" nI CS 16 TOP - CHORD TO CHIMNEY EA, CORNER 4 3,41' OR 8'-0" M/N, APA RATED -` SHEATHING, SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. A 45" PL5TAI2 STRAP 48" O.G. TRUSS 2x4 BLOCKING (1) 5IMP50N LSTA12 I/2" CEILING GYP BD W/ 501 BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS l" O.C. OR (1) SIMPSON LTA2 (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C.ATTACHED CHORD 1/2" TOENAILS 0.131 x 31/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, 6" O.C. MASONRY WALL) OF GABLE UNO. CONTINUOUS I/2" GYP BD NOTE: GROSS BRACING 4 8 MASONRY WALL ALL BLOCKING TO BE W/(U 15 REBAR CONT. IN KNOCKOUTFLAT OR CATHEDRAL REPEATED 48" O.G. TYP. COURSE Expanded Blocking Information Diagram SCALE: NTS SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING.— SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48" O.G. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UN.O.) 2x4 "T" BRACE PREFAB ROOF OR LSTAI2 TRUSSES 61 24" O.C. 4'-0" 4'-0" 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL51" O.C. OR EACH END (UN.OJ EQUAL, DIAPHRAGM AREA (4 BAY OR 8 FEET FROM MASONRY WALL) F Gable Diaphragm Side Wall $-$ (For Illustration Only) SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 INTERSECTING BLOCKING PRE-ENGINEERED TRUSSES -1 24" O.0 1/2" CEILING GYP BD W/ 5d COOLER NAILS 1" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) (1) SIMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) 0.131 x 3 1/2" R.S. NAILS 6 12" FLAT OR CATHEDRAL O.G. ALL-AROUND 8" MASONRY WALL W/0) *5 1/2" GYP BD REBAR CONT. IN 2 OA KNOCKOUT COURSE NOTE: GROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.C. TYP, rG TYP. Masonry Gable End $_3 SCALE: NTS LASHING ALL-AROUND SADDLE �- ROOF ELEMENT O.C. ALL-AROUND L-TOPCHORD ENG. TRUSSES 6 24: O.G. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B ire lace Chase Detail $-$ SCALE: NTS [APA RATED SHEATHING. SEE NAILING BRAGING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. MA APA RATED SHEATHING. SE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER / (U SIMPSON LSTAI2 STRAP 48" O.G. HETA 20 9 48" O.G. AT TO BOTTOM CHORD OF GABLE 8 MASONRY WALL—/ W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED TRUSSES -8 24" O.C. g 0 SEE DETAIL A ON THIS SHEET (TYP) 2x4 BLOCKING I/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAILS 1" 0.131 x 3 1/2" R.S. O.G. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM MASONRY WALL) I/2" GYP BD FLAT OR CATHEDRAL NOTE: CROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.C. TYP. IiL Gable Section - For Gable Less Than '4'-0" High SCALE: NTS SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR DBL 2X4 ATTACHMENTS 2x4 6 16" o.c. 9'-0" PLATE CONT. 9'-4" ATTACHED W/(4) 0.131 x APA RATED L 1'-0" 8'-0" (MAX.) LL INTERSECTING NAILING SCHEDULE W/ 6IMP50N > ' ATTACHMENT. U.N.O. HT520 'w 32" LU 1/2" CEILING GYP BD W/ 5d COOLER NAILS 1" O.G. EACH ENE) OF "LI, O.G. OR C51(0w BRACE AREA (4 BAY OR 8 ft DK/PK TO ALIGNING w _ O.C. SEE FLOOR STUDS BELOW nI CS 16 TOP - CHORD TO CHIMNEY EA, CORNER 4 3,41' OR 8'-0" M/N, APA RATED -` SHEATHING, SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. A 45" PL5TAI2 STRAP 48" O.G. TRUSS 2x4 BLOCKING (1) 5IMP50N LSTA12 I/2" CEILING GYP BD W/ 501 BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS l" O.C. OR (1) SIMPSON LTA2 (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 48" O.C.ATTACHED CHORD 1/2" TOENAILS 0.131 x 31/2" NAILS (4 BAY OR 8 ft FROM TO BOTTOM CHORD EACH END, 6" O.C. MASONRY WALL) OF GABLE UNO. CONTINUOUS I/2" GYP BD NOTE: GROSS BRACING 4 8 MASONRY WALL ALL BLOCKING TO BE W/(U 15 REBAR CONT. IN KNOCKOUTFLAT OR CATHEDRAL REPEATED 48" O.G. TYP. COURSE Expanded Blocking Information Diagram SCALE: NTS SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING.— SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48" O.G. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UN.O.) 2x4 "T" BRACE PREFAB ROOF OR LSTAI2 TRUSSES 61 24" O.C. 4'-0" 4'-0" 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL51" O.C. OR EACH END (UN.OJ EQUAL, DIAPHRAGM AREA (4 BAY OR 8 FEET FROM MASONRY WALL) F Gable Diaphragm Side Wall $-$ (For Illustration Only) SCALE: NTS APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/2" NAILS 6 INTERSECTING BLOCKING PRE-ENGINEERED TRUSSES -1 24" O.0 1/2" CEILING GYP BD W/ 5d COOLER NAILS 1" O.C. OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) (1) SIMP50N HETA20 SEE 2x4 BLOCKING ATTACHED W/ (2) 48" O.C. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH END, BOTTOM CHORD OF BLOCKING UNO. FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) 0.131 x 3 1/2" R.S. NAILS 6 12" FLAT OR CATHEDRAL O.G. ALL-AROUND 8" MASONRY WALL W/0) *5 1/2" GYP BD REBAR CONT. IN 2 OA KNOCKOUT COURSE NOTE: GROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.C. TYP, rG TYP. Masonry Gable End $_3 SCALE: NTS LASHING ALL-AROUND SADDLE �- ROOF ELEMENT O.C. ALL-AROUND L-TOPCHORD ENG. TRUSSES 6 24: O.G. 2x6 BLOCKING FASTENED TO ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" NAILS EACH END B ire lace Chase Detail $-$ SCALE: NTS [APA RATED SHEATHING. SEE NAILING BRAGING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ENGINEERING U.N.O. MA APA RATED SHEATHING. SE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER / (U SIMPSON LSTAI2 STRAP 48" O.G. HETA 20 9 48" O.G. AT TO BOTTOM CHORD OF GABLE 8 MASONRY WALL—/ W/(1) *5 REBAR CONT. IN KNOCKOUT COURSE PRE-ENGINEERED TRUSSES -8 24" O.C. g 0 SEE DETAIL A ON THIS SHEET (TYP) 2x4 BLOCKING I/2" CEILING GYP BD W/ ATTACHED W/ (2) 5d COOLER NAILS 1" 0.131 x 3 1/2" R.S. O.G. OR EQUAL, TOENAILS EACH DIAPHRAGM AREA (4 END, UNO. BAY OR 8 ft FROM MASONRY WALL) I/2" GYP BD FLAT OR CATHEDRAL NOTE: CROSS BRACING 4 ALL BLOCKING TO BE REPEATED 48" O.C. TYP. IiL Gable Section - For Gable Less Than '4'-0" High SCALE: NTS SEE NAILING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. ATTACHMENTS 2x4 6 16" o.c. 9'-0" 2x4 DIAGONAL 9'-4" ATTACHED W/(4) 0.131 x APA RATED L 1'-0" 3 1/2" NAILS -1 SHEATHING. SEE r1,4x INTERSECTING NAILING SCHEDULE BLOCKING TABLE FOR ' ATTACHMENT. U.N.O. FOR ANY ADDITIONAL (U SIMPSON L5TA12 1/2" CEILING GYP BD W/ 5d COOLER NAILS 1" O.G. EACH ENE) OF "LI, OR EQUAL, DIAPHRAGM BRACE AREA (4 BAY OR 8 ft DK/PK FROM MASONRY WALL) 2x4, 2x6, OR 2x8 ADDED 142 MPH SHEETS O.C. SEE FLOOR REVISIONS PLAN FOR SIZING OF PRE-ENGINEERED STUDS TRUSSES S 24" O.C. FLAT OR CATHEDRAL 2x BLOCKING 6 ALL- -_____,..(1) 5IMP50N H10A OR HT516 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 ALL BLOCKING TO BE TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. H �ID% $-3 SCALE: NTS NOTE: THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED BY BGSI) APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. PRE -ENCS U100D TRU55 (TYP) SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT B RAFTER PROVIDE (5) 16d NAILS EA END CONTINUE SHEATHING BELOW CONVENTIONAL FRMG 6 ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 4 PORCHES NOTES' 1. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 9 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 4'-0" TO 8'-0" ---- 2X6 15'-0" TO 18'-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A *2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMPSON M6TA24 TENSION STRAPS -1 EACH TRUSS USING (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRUSS 4 THREADING THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 1001 NAILS FOR 2x12 RAFTERS, 06) 1001 NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. 5. SECURE RAFTERS TO RIDGE BEAM USING 5IMP50N 1_56010 SLOPING HANGER W/ (10) 1001 NAILS INTO RIDGE BEAM 4 (1) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d RESPECTIVELY FOR 2x10 RAFTERS. USE L55U28 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE L6U26 W/ (6) 10d 4 (5) 1001 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. �Valley Set Attachment Detail $-3 SCALE: NTS KNEEWALL INSTALL 5IMP60N LU524 STUDS g MIN MIN. EA. SIDE THE CEILING JOISTS. S. JOISTS 16 O.C. TO BE PER NOTE *1 ATTACH THE CEILING FRAMI WITH (4) 0.131 X 3-1/2" NAILS TO EA. STUD ALL AROUND PERIMETER IF ABUTTING MASONRY USE P.T. SYP *2 LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA. X 3" TAPCONS 6" O.C. MAX. M Typ. Frame Down CI . $-$ SCALE: NTS UNBRACE WALL HEIGHT SYP ERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED APPROXIMATELY 20' INTERVALS. 2x4 6 16" o.c. 8'-8" 2x4 6 16" o.c. 9'-0" 2x4 6 16" O.C. 9'-4" 2x6 6 16" Oz. 10'-0" 2X6 e 16" O.G. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE 9 24" O.C. MAX. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 4'-0" ---- 2X4 4'-0" TO 8'-0" ---- 2X6 5'-0" TO 12'-0" ---- 2X8 12'-0" TO 15'-0" ---- 2X10 15'-0" TO 18'-0'' ---- 2X12 NOTES ].ALL CEILING FRAME TO BE AS PER TABLE 2. FOLLOW NAILING PATTERN FROM THE APPROVED PLANS FOR SHEATHING ATTACHMENT. 3. WHEN INSTALLING 5IMP50N PRODUCTS REFER TO SIMPSON'S INSTRUCTIONS 4 SPECIFICATIONS. 4. ALL LEDGERS TO BE 2X SYP *2 AND SAME DEPTH AS RAFTERS (PT AT MASONRY CONTACT). 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 MIN.)" 142 mph MAX., Exp. C, Enclosed, Exterior Frame Wall Table ,COMPRESSION WEB SLOPING OR VERTICAL WHEN TRUSS 4 STUD ARE— ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR ONTINUOUB PERMANENT LATERAL (HTS/MTS) MAY BE BRACE (CLB) NAILED TO TRUSS 4 STUD BELOW NO 5PH4 IS SCALE: NTS WHEN STUD IS NOT ALIGNED WITH A TRUSS AND/OR WHEN °TRUSS STRAP IS NOT DIRECTLY ATTACHED TO STUD USE (1) 5IMP50N 5PH4 OR SP2 TYPICAL H10A 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 m 4-0.13) x 3"� COMMON � SEE TABLE BELOW FOR LAPSPLICE - SEE TABLE FOR NAILING 6 4-0.131 x SCHEDULE 6 SPLICE 3 1/2° COM. - DOUBLE TOP PLATE 3-0.131 x 3" COMMON 0` DOUBLE STUD EA. SIDE OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" GDM. COMMON m 16 o.c. _STUDS 6 16" o.c. � PT BOTT, PLATE 2-0.131 x 3" 'r `a COMMON lT 2-0.131 x 3 1/2" COM. 2-0.131 x 3 I/2" TOP PLATE FASTENER5 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) NEEDED 6 THIS STUD. ERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 SHOULD BE REPEATED APPROXIMATELY 20' INTERVALS. NOTE: AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPH8 CONNECTORS IN LIEU OF 1x4 MIN. BRACING W/(3) 0.131 x 3 1/2" NAILS 9 INTERSECTING WEBS 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 6IMP50N SPI'S ON EACH SIDE OF STUD TO 0.131 x 3" 6 8" 0/C BOTTOM PLATE 4 5IMP60N PROJECT. USE OR COPY 15 PERMITTED BY 51=2'8 ON EACH SIDE OF CLB Diagonal Brace 0, 20' Max Intervals Detail STUD TO TOP PLATES. U.N.O." SCALE: NTS INTERIOR �� ;° % •• ENGINEERING, LLG SHALL AUTOMATICALLY NOTE: SEE TRUSS LAYOUT HAP-MLE55 TO ANY LIABILITY, CLAIMS, VOLUME •• FOR ANY ADDITIONAL SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY STRAPPING REQUIRED AREA ��: .ft�Q: SCALE: NTS WHEN STUD IS NOT ALIGNED WITH A TRUSS AND/OR WHEN °TRUSS STRAP IS NOT DIRECTLY ATTACHED TO STUD USE (1) 5IMP50N 5PH4 OR SP2 TYPICAL H10A 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 m 4-0.13) x 3"� COMMON � SEE TABLE BELOW FOR LAPSPLICE - SEE TABLE FOR NAILING 6 4-0.131 x SCHEDULE 6 SPLICE 3 1/2° COM. - DOUBLE TOP PLATE 3-0.131 x 3" COMMON 0` DOUBLE STUD EA. SIDE OF JOINT 0.131 x 3 4-0.131 x 3" 1/2" GDM. COMMON m 16 o.c. _STUDS 6 16" o.c. � PT BOTT, PLATE 2-0.131 x 3" 'r `a COMMON lT 2-0.131 x 3 1/2" COM. 2-0.131 x 3 I/2" TOP PLATE FASTENER5 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING 9 SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" tv 3" 0/C 0.131 x 3" 6 8" 0/C TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) :LA:P5P:Llr-]ENAILING 6 SPLICE ALL OTHER NAILING COM. DOUBLE STUD CONDITION 5-0.131 x 3 1/2" COM. 2-0.131 X 3 �` 1/2" COM. DOUBLE TOP PLATE 0.131 x 3 1/2" COM. 16"o.c. 3-0.131x3 y 2-0.131 x 3 1/2" COM, 1/2 "COM. PT BOTT. PLATE T 4 STUD CORNER SINGLE STUD CONDITION `18TA36 RUNNING XTERIOR SIDE 'LATE CENTERE MAY BE =R SHEATHING. 3" COMM. 9 16" ac. '144/6/8 FROM P 3 1/2" 8" O.G. ION HTT4 W/ IA A.B.' NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 9 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 (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 1" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE: NTS �0 (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED 6 6" O.G. ALONG THE LENGTH OF THE COMPONENT (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N SD525600 WOOD SCREWS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 6" O.C.. Typ. Nailing Schedule for Built -Up Columns &BEAMS NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING GUT SHEETS FOR ADD I T I ON,4L PERMANENT BRACING THAT MY BE REQUIRED. 2 "T" BRAGING MAY BE USED IN PLACE OF PERMANENT BRAGING PROVIDED IT EXTENDS OVER 'S LEAST 90% OF THE UJEB. CONTINUOUS — 50TTOM CORD BRACING 1X4 MIN. CLB DIAGONAL— BRACE AS REQUIRED BY BGSI 0 z w Gable & Clg Bracing Diagram SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL VIMEN51ONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER 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 COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION INTERIOR �� ;° % •• ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HAP-MLE55 TO ANY LIABILITY, CLAIMS, VOLUME •• PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. AREA ��: .ft�Q: BY NEW CODE UPDATES DK/PK REVISIONS Y'sw ADDED 142 MPH SHEETS DK/PK REVISIONS (1) MSTA30 AT EVERY : DK/PK PRE -ENGINEERS PRE -ENGINEERS OTHER STUD (32" O.C. � - ;vim MAX.) FROM UPPER STUD %� -tib WOOD ROOF TRUSSES WOOD ROOF TRUSSES TO LOWER TOP PLATE, �� % •••• W o N Uj oWO ATE AS ORLFULL ta�J �ID% �z�oW Wz � INTERIOR VOLUME NEEDED FAP en 00 PLYWOOD TO EXTEND TO w AREA NAILING, IF STUDS ALIGN, STRAP SHALL EXTEND 11 BOTTOM OF WALL INSTALL (1) M5TAM24 AT EVERY STUD (16" o�eo3o ?wz=o STRAP EACH FROM UPPER STUD TO z Y wi WGK H Q Q'1-MUj O.C. MAX.) 0.uj 0: =aim au,Ws N TRUSS (SEE LOWER STUD. EMBED STRAP PLAN) o C9 F- inn AT EACH TRUSS w Z5MN Extended Bottom Chord Attachment Details kD U+ N W '^ rc d. 000 3 Ln tl . Uj � �m0 NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE 9 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 (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 1" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION SCALE: NTS �0 (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED 6 6" O.G. ALONG THE LENGTH OF THE COMPONENT (4) 2"x LAMINATIONS ATTACH w/ 5IMP50N SD525600 WOOD SCREWS STAGGERED 6 6" O.C. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS 6 6" O.C.. Typ. Nailing Schedule for Built -Up Columns &BEAMS NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING GUT SHEETS FOR ADD I T I ON,4L PERMANENT BRACING THAT MY BE REQUIRED. 2 "T" BRAGING MAY BE USED IN PLACE OF PERMANENT BRAGING PROVIDED IT EXTENDS OVER 'S LEAST 90% OF THE UJEB. CONTINUOUS — 50TTOM CORD BRACING 1X4 MIN. CLB DIAGONAL— BRACE AS REQUIRED BY BGSI 0 z w Gable & Clg Bracing Diagram SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL VIMEN51ONS IN FIELD AND REPORT ANY D15CREPANCIES TO ENGINEER 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 COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HAP-MLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK W o N Uj oWO ZQ H= Wm �o°=oW Og ta�J �ID% �z�oW Wz � .N� =»YW =aoZ N zUA en 00 znnowo Z w a -t- *:¢1 2z, 1= t2 F -S - Z W O O cc }��N LL 2 WW W O H u- J o�eo3o ?wz=o ou"c LL V V LU w? W w j z Y wi WGK H Q Q'1-MUj Q 0.uj 0: =aim au,Ws N UCn J Gr -4 M o C9 F- inn w w Z5MN 0. n JoO W F- p 0000 M kD U+ N W '^ rc d. 000 3 Ln N Z1L- n Q . Uj � �m0 0 IZ .-1 V xa�00 aLL W N g a O c 6:: u - O C. 'Z O: 0 1 ;•r ,. °(I 1 11 DATE P3-pi8-IS SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details In son 1116@01 milli Sheet number: 53-142 DBL. 2 x 4 TOP PLATE 51MP50N 5PH4 Q EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS, 5IMP50N L5TA30 w/ 22 -10d NAILS 9 24" O.C. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING 6 SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS. 3, ALL WALLS TO BE CONSIDERED SHEAR RE515TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION -- PAGES FOR SOFFIT 4 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR 51ZES INSULATION PER — COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 2 x 4 SOLE PLATE 5IMP50N C516 OR SIMPSON M5TA36 6 32" O.G. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 "2 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRUSS J015T (INSET) 2x4 FLATWI5E VERT. BLOCKINE AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 02 SYP RIM w/ (5) 0.131 x _ 3 1/2" NAILS EA. TRU55 J015T ( INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRUSS LAYOUT FOR STRAPPING INFORMATION 8" GONG. K.O. BLOCK BOND BEAM POUR SOLID W/ I - 15 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST GONG. SILL 4" HIGH GONG. BLK.- 8" CMU PER ASTM -C 90, ]SOO P51 MIN, W/ TYPE M OR 5 MORTAR PER A5TM-G 210. 5/8" CEMENTITIOU FINISH PER FBCR 103.1.2 NOTE: "AT 2x6 WALLS USE SPH& 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 5IMP50N 5Pl'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRU55E5 -524" O.C. MAX. 12 ELE / INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRU55 SEE TRUSS LAYOUT FOR ELEVATIONS STRAPPING INFORMATION \ DBL. 2 x 4 SYP TDP PLATE W/ SIMPSON SPI -14 'S 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW SILL CAULK WINDOW 2 x 4 SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" T4G GLUED W/ GONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRU55E5 m 24" O.C. 7 4--61MP50N HETA20 6 32" O.G. IF . ATTACHED TO RIMJ015T5. 624" O.G. b. MAX IF ATTACHED TO FLOOR TRUSSES '°� 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 9 OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK WINDOW 1/2" GYPSUM BOARD 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A T ical Two Story Wall Section S-4 SCALE: NTS DBL. 2 x 4 TOP PLATE 51MP50N 5PH4 EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WD. HEADER (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/16" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "0" ON SHEET 5-2 USE DOUBLE KO BLOCK GOUR5E5 WITH 2-"5 BARS CONT. IN EACH. (NOTE: FOR LOCATIONS WHERE THE HORIZONTAL OPEN DISTANCE (UNBRACE LENGTH OF MASONRY WALL TOP) 15 LES; THAN OR EQUAL TO 6'-(o" AND DOUBLE COURSE SHOWN 15 NOT NOTED AT THE FLOOR PLAN, IT 15 ACCEPTABLE TO USE A SINGLE KO BLOCK COURSE WITH 2-"5 BARS CONT. IN LIEU OF THE DOUBLE COURSE SHOWN IN THI5 DETAIL.) - SPECIFIC NOTATIONS ON FLOOR PLAN SHALL CONTROL. 8" GONG. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PSI) W/ 2 - 05 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RE515TANT PRE-CA5T GONG. SILL 4" HIGH GONG. BLK. 8" CMU PER A5TM-G 90, 1900 P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-G 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 ENGINEERED ROOF TRUSSES 624" O.C. MAX. 12 SEE ELE SEE ELEVATION PAGES FOR ROOF COVERING DET,4ATHING : � BAFFLE ION INSULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD ` HURRICANE ANCHOR ,@ EACH TRU55 SEE TRUSS LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 8 5YP TOP PLATE W/ SIMPSON 5PH8 6 16" O.G. EACH gp1\STUD (12) 10d NAILS EACH. ELEVATION I II \ GYP. BOARD RETURN 4 la 4 WINDOW SILL CAULK WINDOW 2x851LL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD 1X P.T. FURRING HORIZ. 1 x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5GHEDULE 1 x P.T. BUCK STRIP WINDOW SILL - CAULK WINDOW 1/2" GYP5UM BOARD 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. r-c-'Jypical Two Story Wall Section �W/O Floor System SCALE: NTS NOTE: 1111 11 TO ENGINEER PRIOR TO 5TARTIN6 ANY NO THESE PLANS ARE THE PROPERTY OF INSTALL 1/2" DIA. x 8" "J" l��'•• ••� •• BOLTS 4 WASHERS W/ 5" IMBED .; �:• WITHOUT WRITTEN APPROVAL OF VORTEX 2'-0" O.G. (MAX.) CENTERED : Q:� a ON WALL. —YS W HARMLESS TO ANY LIABILITY, CLAIMS, SIMPSON SPHS PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK 2x8 PT SOLE PLATE /hitle It 1X P.T. FURRING HORIZ. 1 x 6 P.T. CURTAIN NAILER 6 OPENINGS PRECAST CONCRETE LINTEL 5EE FLOOR PLAN FOR 5GHEDULE 1 x P.T. BUCK STRIP WINDOW SILL - CAULK WINDOW 1/2" GYP5UM BOARD 4"GONG. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR 51ZE5 4 MORE INFO. r-c-'Jypical Two Story Wall Section �W/O Floor System SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6ES TO THESE PLANS, RE6ARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK 0 z 0 Qwa W 4zpZ WWWEW 1Z/1 0 W H�Oaa f� W GrO�W W�OFUR ~o WgoZ V W W z O J V W O >S,�a 0 QF � = N of M x z z z O� C M X Z N J 00 w 4 ;7-a2E z6EWE � �0 , xi -QizW 0 0 tmxa W2 JOyQF u -pato Z1W J 1= LL d'�3O Z2W 'ado Eo-- ' J z zz z � Waa Q WWKWW Lu 0{WVW�1 _ ztQ O o a O uM J � M N LLA W Z en to N o: M LU M 00 F- p 0000 Lu c-4 Z WOa 4 00 C *k -j z ni 0 0 � W 5 00 U W Q u. vi g a O a 0 > ;c b,Lv%r_ w Q •z_ "O r r � _ Lu 0 DATE ms-id8-la SCALE NOTED DRAWN MK/POK JOB Sheet content: Structural Details Sheet number: 54 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY NOTE: THESE PLANS ARE THE PROPERTY OF DECKING RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT NRITTEN APPROVAL OF VORTEX "AT 2x6 WALLS USE 5PH6 EXECUTED FROM THESE PLANS NITHOUT THE EXPRESS APPROVAL OF VORTEX EN&INEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARML.E55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND CONNECTORS IN LIEU OF PLANS, THEY SHOULD BE READ CAREFULLY 2"X4" PANEL BLOCKING 6 48" O/C REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 ADDED 142 MPH SHEETS FOR THE FIRST 8'-0" OF END WALL2ND FLOOR FRAMING ADDED 160 MPH SHEETS DK/PK REVISIONS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. 5IMP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE FROM EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 0.131" X 3 1/2" SIMPSON GS16 OR MSTA3( STRAP ADDED CROSS STRAPPING DET'L DK/PK FOR WALLS LARGER THAN STUD WITH 12-106 x 1 1/2 NAILS. COMMON TOE NAILS 32" O.C., EVERY OTHER W V I W wILLi x5OQd WmOO Q= Lou W O E V =_ }��, g 2x8, USE SIMP50N 5Pl'5 ON y >�LL� 3 zZ� V �o,4 >D r,11 = N EACH STUD v� M W co 82z�z N Fy� OQ z ¢ O C V ¢ S W ¢ 5 �m�OZ Z �uj 0IN� =�Q=zw O 0 EACH SIDE OF STUD TO Fo�w W�°aQ� 0 3 J Z w> W9 CCp O w2S� 3 ID Z LA = LL W 'l.�Z Ljjj J eG¢Z Z wka G "''w-¢ Q w¢aJui�wac W 5 cc co CL Ln BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW J M O en m H Ln 6P2'5 ON EACH SIDE OF FOR APPROPRIATELOOK Z Ln M N jpp Ln W H p 00 to 0000 M O W N ZV) 00 STUD TO TOP PLATES. UN.O." SPACING 4 SIZE OF _ C7 z LLF, Q Y LAj JOIST -SEE FRAMING PLAN Uj Lu e -I U 00 LL X Q F- WALL STUDS. STUDS uuz vi G - 0 r\ a O SHALL BE INSTALLEDWEEP SCREED INSTAILED PER bOtJ� • d w ft ; r Z !'� MAX. 16" O.G., SEE MANUF. 'N'/S-3 Jl Y 000 SIMPSON HETA20 Q 32" O.C. MAX. DATE 03-27-10 SCALE NOTED DRAWN hMK/f=OK JOB _ 2x4 S.Y.P. "2 RIBBON 2"X4" CROSS BRACE W/4 -10d 6 EA. FLOOR 6 48" O/C FOR THE TRUSS. IST 2'-0" OF END WALL CSI( OR M5TA 36 W/ (4) 0.131X3 1/2" 6 EA. END I 32"O.C. (36" LONG) o INTO 21'X4" BLOCKING p- FROM EA. STUD TO N (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 SYP "2 WOOD 3-0.131 x 3 1/2" EA, BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d TOENAILS. HETA20 32" O.C. ON THE -1 48" O/C FOR THE FIRST ND FLOOR FRAMING INSIDE FACE OF 2x12 8'-O" OF END WALL FROM EA. END. (TYP) TOP 4 GS16 OR BOTTOM CHORD ATTACHED EaUAL A H UD,M5TTO TU EQUAL AT EACH STUD, TO STUD NOTE: W/ (3) G.131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N'/5-3 FOR STUD INFORMATION BLOCKING. LOOR JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH FRAMING TRUSSES IF IF UNDELINEATED, SEGMENT LENGTH TO BE EQUAL TO OR GREATER THAN "H" g LT. Frame/Masonry Connection #1 TRUSSES ARE$ PARALLEL, PROVIDE -5 SCALE: NTS NOTE: BLOCKINGATWITH (3) SHEATHING AND ATTACHT AS Li ADD 2X4 BLOCKING 'a 0.131"x3-1/2" TOENAILS DELINEATED AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE SET. (MIN. STUD GRADE NOTE: 2"X4" CROSS BRACE 1~15TA3ro OR CSlro OR HETA20 WHICH IS NOT A MINIMUM "AT 2x6 WALLS USE SPH( CONNECTORS IN LIEU OF 48" O/C FOR THE 15T 2'-0" OF END WALL ALIGNED W/ TRUSS VERT. 2 PLY EN 2 PLY END STUD AT EACH ENp OF 5PH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" tv EA. END UJEB USING 2-+x.131" X 3 I/2" SEGMENT 2xa WALLS �IEUOF 2"X4" BLOCKING TOENAILS 's EA. END. INSTALL 5IMP50N CSI(1 CAT INTO ONNECTORS IN SPH4 CONNECTORS SHOWN. CROSS STRAPS WITH (l) 011 0131"x3 -I/2" NAIL AT EAG FOR WALLS LARGER THAN FULL DEPTH BLOCKING ,� PASSING STUD AND 2x8, USE 5IMP50N 5P1'5 ON SHEATHING EDGES 2x STUDS (3) 0.131"x3-1/2" BLOCK, AND WITH 4 NAIL MINIMUM AT EACH END TC EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON w/ TOENAILS EA. END 16 O.G. TOP AND BOTTOM PLATES/END STUDS. 6P2'5 ON EACH SIDE OF CONSTRUCT WALL = STRAPS SHOULD BE STUD TO TOP PLATES. UN.O." FLOOR o q� AS LOAD BEARING DIAGONAL AND AT 45 DEGREES OR LESS IN 51MP5ON SPH4 TO 2"x4" PANEL BLOCKING m 48" O.C. FO JOIST WITH UPLIFT REF. RELATION TO EA. STUD TOP 4 _ THE FIRST 2 0 OF END WALL FROM EA. (TYP) HORIZONTAL. TYPICAL. BOTTOM OF WALL. END. (TYP) TOP 4 BOTTOM CHORD SIMPSON HTT4 OR ---\-,,, 1/2" DIA NUT ATTACHED W/ (2) I(od TOE NAILS. EQUAL AT EACH END OF SEGMENT Z W/ MIN. 1-1/4" DIA x 1/8" *" WHEN GROSS BRACE ANGLE v WASHER GREATER THAN 45° EXTEND PANEL 1/2" DIA ALL FOLLOW TABLE BLOCKING FOR THE FIRST 4'-0" OF END THREAD ROD BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD IS OVER A1/2" DIA r2" DIA SPACING 4 SIZE OF -� VOID SPACE INSTALL SOLID 2X .00 ANCHOR BOLT COUPLING WALL STUDS. STUDS SHALL BE INSTALLED JOINT BLOCKING BELOW. YP AB. EXTENSION DETAIL 6 MAX. I(" O.G. N COUPLER NUT THREADED ROD IN DIA. 1/2 J -BOLTS ' ��` �.• SIMPSON SET EPDXY OR EQUAL OR WITH SIMPSON .-.: � ��'� 2"x4" CROSS BRACE 6 48" O.G. FOR THE st -O END WALL W/ (2) IOdx3 WITH b" MIN EMBEDMENT, AT CROSS STRAPPED SEGMENT, IF SHEATHING IS SET EPDXY, 5" EMBEDMENT 6 24 2X4 RIBBON 3-16d (1 EA. END INTO 2"x4" BLOCKING. (ANGLE NOT 70 EXCEED 45°) O ' Y:uZ-► GYPSUM WALLBOARD, ATTACH WITH 6D COOLER w/ EA. TRUSS. .=r WHEN ANGLE IS GREATER THAN 45°, SEE ,,, WHEN DISTANCE IS Ot�j CMU WALL -SEE FLOOR TRUSSES FLOOR PLAN FOR NAILS AT l" O.C. OR Vo x BOTTOM PLATE WITH l4J SCREWS 6" D.C. CROSS BRACE 6 48" O.C. FOR THE 1st 4'-0" OF END WALL. LESS THAN 2'-0" % n•• '��j�'/b% TYP. MORE INFO. N NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. ALO 6 THE FIRST BAY TRUSS OR NAILS ALONG THE IN THE FIELD. IF///I BOTTOM PLATE INTO A SHEATHING IS OTHER THAN PARALLEL TRUSS/RIM JOIST GYPSUM, SEE NAILING AT 4" O.G. ALL NAILS TO BE SCHEDULE AT O/S2. 0.131"x3 -I/2" MIN. TYPICAL. NOTE: SEE 'N75-3 FOR STUD INFORMATION SIMPSON A35 ANGLE REFER TO TYPICAL 2-STOR W/ 12-5dX 1 1/2" WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD Cross Strapping Detail LT. Frame/Masonry Connection #2E Floor Truss Parallel To Brg. Wall A 2x4 BEARING $-5 SCALE: NTS $"5 SCALE: NTS $ 5 SCALE: NTS WALL W/ STUDS m 16" O.G. 1/16 APA RATED WOOD SHEATHING 5IMP50N 5PH4 EA. STUD NOTE: NOTE: "AT 2x6 WALLS USE SPH( "AT 2x6 WALLS USE SPH( PRE-ENGINEERED PRE-ENGINEERED CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. ENGINEERED ROOF TRUSSES 624" O.C. CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. ENGINEERED ROOF TRUSSES 624" O.C. FLOOR JOIST ROOF TRUSSES AT 2x8 WALLS USE 5PH8 AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF n, CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE 5IMPSON 5P1'5 ON INSULATION PER ENERGY GALGS 2x8, USE 6IMP50N 5P1'5 ON INSULATION PER ENERGY GALCS CEILING BOARD PER ARCH. PLANS EACH SIDE OF STUD TO BOTTOM PLATE 4 6IMP50N 1/2 GYPSUM CEILING BOARD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD SP2'5 ON EACH SIDE OF5F75 STUD 70 TOP PLATES. UN.O." HURRICANE ANCHOR � EACH TRUSS ON EACH SIDE OF STUD TO TOP PLATES. U.N.D." HURRICANE ANCHOR � EACH TRUSS PROVIDE CONTINUOUS STRAPPING PROVIDE CONTINUOUS STRAPPING HT516 W/ 16-10d 2X4 BLOCKING w/ NOTE: CONNECTION TO FOUNDATION CONNECTION TO FOUNDATION EA. TRUSS TO 3-0.131 x 3 1/2" R.S. "AT 2x6 WALLS USE SPH( DBL. 2X TOP PLATE DBL, 2X TOP PLATE BOTTOM PLATE TOENAILS HANGER PER TRUSS PRE-ENGINEERED CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. 2x4 SOLE PLATE PROVIDE (2) 1(d SPH4 6 EA, STUD 2x4 SOLE PLATE PROVIDE (2) 16d SPH4 -1 EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF COM 6 EACH TRUSS 1/2" GYPSUM COM 6 EACH TRUSS 1/2" GYPSUM 5PH4 CONNECTORS SHOWN. H Floor Truss To Girder Connection FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5PI'5 ON SIMPSON C51( W/MIN l22) 10d COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ GONSTR. ADHESIVE "0" SIMPSON GS16 W/ MIN (22) 10d COMMONS (12 MIN. EACH END) 3/4" T4G GLUED W/ CONSTR. ADHESIVE S-5 SCALE: NTS EACH SIDE OF STUD TO 1705" MAX 's 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL ON SHEET S-2 1705" MAX 6 24" O.C. MAX OR 4 NAILED SEE SCHEDULE DETAIL "0" ON SHEET 5-2 BOTTOM PLATE 4 SIMPSON EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP 5P2'5 ON EACH SIDE OF PLATE (16T FLR) PRE ENGINEERED WOOD PLATE 05T FLR) PRE ENGINEERED WOOD STUD TO TOP PLATES. FLOOR TRUSSES 6 24" O.C. FLOOR TRUSSES 6 24" O.G. EXTEND SHEATHING TO U.N.O." 2x4 12 SYP RIM w/ (3) 2x4 02 SYP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR I(od NAILS EA. TRUSS 16d NAILS EA. TRUSS WALL GIRDER JOIST (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ STUDS g 16" O.C. PROVIDE (3) 0.131 X 5IMP50N MT516 3-1/2" TOE NAILS AT EACH FLOOR TRUSS PRE -ENGINEERS l/16 APA RATED REENGINEERED FLOOR TRUSS TO WALL BELOW 1/2" GYPSUM CEILING BOARD W/ KN GK - 24" O.C. MAX. GYPSUM CEILING BOARD W/ KNOCK - FLOOR TRUSS �� WOOD SHEATHING FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N -I PAGEDOWN SHEATHING MIN., DRAG FINISH SEE NOTE ON N-1 PAGE FOR GARAGE APPLICATION EE GENERAL NOTE SEE FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ 3-0.131 x 31/2" TOENAILS g DBL. 2X TOP PLATE w/ 5IMP50N SPH4 FOR NAILING PATTERN DBL. 2X TOP PLATE w/ 5IMP50N 5PH4 EA, END 6 16" O.C. w/ (12) 10d NAILS EACH 1(" O.C. w/ (12) 10d NAILS EACH 2 X 4 RIBBON 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 x 3 I/2" NAILS 1/2" ANCHOR BOLT @ 24" 1/2" ANCHOR BOLT -0 24" O.C. W/ NUT 4 2" SQUARE O.G. W/ NUT 4 2" SQUARESIMP50N CSl( 5IMP50N C5I6 EA. STUD--ZPT 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X 807. PLATE w/ BY 1/8" WASHERS W/ MIN (22) 10d TO BASE OF 2x4 SIMPSON 5PH4 6 EA. 5IMP50N 5PH4 -1 EA. COMMONS (ll RIBBON BELOW 51MF'S0N N?SIG e STUD w/ (10) 10d NAILS STUD w/ (10) 10d NAILS MIN. EACH END) EA. TRJ55 EACH 4"GONG SLAB. 5EE EACH 4"GONG. SLAB. SEE TYPLOAD FOUND. PLAN FOUND. PLAN BEAM / GIRDER HETA20 REFER TO TYPICAL 2 -STORY WALL HETA2 BEARING WALL SECTION FOR INFORMATION NOT CMU WALL SHOWN WUF°LIFT °° <° FOOTING SEE FOUNDATION ° °° �° _ FOOTING SEE FOUNDATION 2x BOT. PLATE PRE-ENGINEERED FLOOR TRUSS ° a PLAN FOR SIZES d MORE INFO. ° a PLAN FOR SIZES 4 MORE INFO. NAILS 6316" O/C Cantilevered Floor Truss Over Wall � S-5 SCALE:NTS r,--jypical Two Story Interior Bearing Wall Section rD-sjypical Two Story Interior Bearing Shear Wall Section Second Floor Frame Connection 0 Girder F S-5 SCALE: NTS 191 SCALE: NTS $'S SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT NRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS NITHOUT THE EXPRESS APPROVAL OF VORTEX EN&INEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARML.E55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK c o 0 ujo W Z O W V I W wILLi x5OQd WmOO Q= Lou W O E V =_ }��, g f� c � y >�LL� 3 zZ� V �o,4 >D r,11 = N z<P =Zzz v� M W co 82z�z N Fy� OQ z ¢ O C V ¢ S W ¢ 5 �m�OZ Z �uj 0IN� =�Q=zw O 0 C7 �' GC Fo�w W�°aQ� 0 3 J Z w> W9 CCp O w2S� 3 ID Z LA = LL W 'l.�Z Ljjj J eG¢Z Z wka G "''w-¢ Q w¢aJui�wac W 5 cc co CL Ln J M O en m H Ln w Z Ln M N Ln W H p 00 to 0000 M O W N ZV) 00 0Ln _ C7 z LLF, Q Y LAj Z ,� cri 0 Uj Lu e -I U 00 LL X Q F- Q uuz vi G - 0 r\ a O bOtJ� • d w ft ; r Z !'� _ -j• 0 4 44 1 0 Jl Y DATE 03-27-10 SCALE NOTED DRAWN hMK/f=OK JOB _ Sheet content: Structural Details Sheet number: 5� DRYWALI OVER FUI BLOCKII 11/16x11/16 COVE MC ("100) 146 TRIM (WINDOW PER PLA (WINDOW --�, PER PLAN) COMP051TE WINDOW SILL SQUARED DETAIL - EDGES Ix(o TRIM --- "` BEAD BOARD PANELING DRYWALL FIN15H OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL BELOW LINE OF TRIM BELOW COMP051TE WINDOW BILL SILL ELEVATION LINE OF WALL lxb TRIM BELOW --------- (NICHE --------- LINE OF CASING _ PER PLAN) DRYWALL FINISH BELOW -_----------- PLAN OVER FURRING ON COMPOSITE WINDOW BLOCK WALL SILL PLAN WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN VALE' 1'' "'0' SHIM AS REQ'D.4 INVERTED 2 1/4' 1' DOOR CA51NG (0366) STD 2x STUDS (PER BASE PLAN) CABINET 3 1/4' BASE BD. 1(0366) QUARTER ROUND CALI. TOP SCALE: 1/2' : I'-0' 8' W. CORIAN TEMP. GL. CAP ENCLOSURE TILE FINI6H OVER WATER2x STUDS (PER RESISTANT PLAN) WALL BD. TILE FINISH SHOWER I�' DRYWALL I� 3 1/4' BASE BD. j� !0366) I I BATH i� SECTION 1 III di SHOWER L SHIM AS MOD. STD. BASE CABINET TE WINDOW DETAIL 2 1/4' DOOR CA51NG ("366) DRYWALL FIN16H OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN SCALE' 1'' 1'-0' 1'-4� TEMP. GL. ENCLOSURE INVERTED 2 1/4' DOOR CA51NG (03b(o) i' 2x STUDS (PER w PLAN) 1/2' DRYWALL 3 1/4' BABE BD. (0366) QUARTER ROUND HIGH BAR TOP SCALE: 1/2' : I'-0' 1/2' DRYWALL 8' W. CORIAN BELOW CAP CAP 1� TILE FINISH 00 STATE snR-r EAST of osMA& > X*MA W77 813.925. 1300 TEL 813. 925. 1800 FAX VvVvWnAVISBEWSCOM TAMPA • DENVER. OVER WATER I� RESISTANT j� WALL BD. I I BATH i� SHOWER SHOWER 1 III di BIDE PLAN OW WALL SCALE: 1/2' - 1'-0' TILE TO WRAP IN WINDOW STD. VAINTY CABINET 3 1/4' BASE BD. (0366) 8' W. CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW - 2x STUDS (PER SILL PLAN) SQUARED DETAIL— EDGES INVERTED 2 1/4'— DOOR /4'—DOOR CASING (036(o) DRYWALL FINISH — OVER FURRING ON '�— BLOCK WALL VANITY LOW WALL SCALE: 1/2' : 1' -0' - VERIFY TOP TILE 21AN BILL OJECT 1/2' OUT RECEIVE TILE) SHOWER WINDOW SCALE: 1/4': 1'-0' (WINDOW PER PLA LINE OF l BELOW LINE OF c BELOW COMP051- SILL SILL ELEVATION WALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL D ETAI L 14, rE WINDOW DETAIL 2 1/4' DOOR CA51NG FLOORING /BASS BOARD NOTE: WHEN TILE FLOOR IS SELECTED ONLY BASE 60ARP 15 IN57ALLEp. WHEN WOOD FLOOR IS SELECTED BASE BOARD AND SHOE MOULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB (51-PA5° DRS. PES PLAN) 1/2' DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD -DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD OVER 1/2' PLAN TYP. BI -PASS DRS. CASING DETAIL SCALE: I'- IV MAIN HOUSE GARAGE DRYWALL BASE BD, TO OVER f LAP SLAB STEP AND C DRYWALL TRANSITION "366 BASE BD. P. BA NSE BD. AT GARAGE /MAIN HOUSE SCALE: 1': 1'-0' NOTE: D1<'AUJING& ON 11 "x17" SHEET UJILL BE ONE �4ALF THE &CALE NOTED 5 1/4' CROWN (045) 5 1/4" CROWN Ix8 --,� WHITE PINE I/2' DRYWALL- 2xb WALL — 36' OR 42' HIGH PER PLAN SCALE: P- r-0' ROUNDOVER W/ ROUTER 31/4' BASE BD. 1"366) 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN �' 1' 1`0' IXIO -� WHITE PINE I!1' DRYWALL- 2xb WALL — 36' OR 42' HIGH PER PLAN ROUNDOVER W/ ROUTER 3 V4' BASE BD. (0366) 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: "0' TRIM DETAILS "JOB Nuwm 22066' GID FILE TUN BUILDER -M InI1m 06-16-16 REWSM 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROV! 00 STATE snR-r EAST of osMA& > X*MA W77 813.925. 1300 TEL 813. 925. 1800 FAX VvVvWnAVISBEWSCOM TAMPA • DENVER. x a c 0 Nco M N� got. M _ 00 i E � U. F y0 807 Ula "JOB Nuwm 22066' GID FILE TUN BUILDER -M InI1m 06-16-16 REWSM 07-07-16 10-05-16 11-02-16 TRIM • 11ME • TYPICAL TRIM DETAILS DAVIS BEWS DESIGN GROV! 00 STATE snR-r EAST of osMA& > X*MA W77 813.925. 1300 TEL 813. 925. 1800 FAX VvVvWnAVISBEWSCOM TAMPA • DENVER. FST. 19% TRIM • 11ME • TYPICAL TRIM DETAILS LJ -1021 STANDARD - 42" H. ROSETTE KNEEWALL (OPT. LJ -6010 RAILING SHOWN) 14 PAINTED BASE PLATE 3 1/4" BASE BD. AS APRON LJ. 1011 LEVEL LJ -4042 QUARTER URN NEWEL NEWFL 5 POST NEWEL 1`05T LJ -1021 - ROSETTE LJ -6010 RAIL ING LJ -5015 W00D- 5ALU5TERS (3 PER TREAD) Ix12 SKIRT --- BOARD LJ -8095 OAK - LINEAL COVE MOULDING BASE PER TM LEVEL 3 1/4" OR 5 1/4" 1x12 SKIRT BOARD BASE CAP MOULD LJ-4040F� �Pq NEWEL POST LJ -1011 LEVEL QUARTER TURN LJ -4040 NEWEL POST OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS 1x6 PAINTED BASE PLATE 3 1/4" 5A5E A5 APRON STANDARD - LJ-8014MR1 TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD SHOWN) 1x8 PAINTED RISER LJ-8010MR1 OAK TREAD NEWEL POST 2 EA. - LJ -3018 RAIL AND POST FASTENER GENERIC SWITCH BACK STAIR DETAIL GENERAL STAIR NOTE: REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT REQUIRED. * INDICATES STRIP FLOORING TO BE INSTALLED IN SAME ORIENTATION AS 5 1/4" LANDING TREAD LJ -8090-5 OAK 5 1/4" LANDING TREAD SELECT 2 1/4" I I L SELECT 2 1/4" STRIP FLOORING -7 STRIP FLOOR LJ -8090-5 OAK —w- 5 1/4" LANDING LJ -4042 TREAD % NEWEL POST L LJ-8010MRI OAK TREADS -7 LJ-8010MRI OAK TREADS N.T.S. SEE GENERAL STAIR NOTES RAILING L LJ-8010MR2 OAK TREADS RAILING LJ -4042 NEWEL POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN SECTION - CUT THF_ I WALL LJ -1041/8 5 -TURN STANDARD - 42" H. KNEEWALL (OPT. LJ -6010 RAILING SHOWN) OPT. LIH-MGIKNUC44 WROUGHT IRON BALUSTERS LJ -4040 rl NEWEL P05T 1x12 SKIRT BOARD LJ -6010 RAILING BA5E CAP LJ -4040 NEWEL POST 14 PAINTED BASE PLATE 3 1/4" BASE A5 APRON STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS WALL MOUNT OR 5ALU5TER - RUN ALONG "OUT5IDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECE55ARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- 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. FIN15HE5 - ALL OAK HAS CLEAR -COAT 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. LJ-8014MRI TREAD LJ-8010MR'4 TREAD F S" QAK FULL HT. WALL CARPET 5TART5 AT THIS RISER RAILING LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR P LAN KTA SECTION i CUT HRU MOULD BALUSTERS STANDARD - LJ-8014MR1 LJ -5015 WOOD MOULD x 2 LJ -1041/8 LJ-8010MRI TREAD FOR CARPET BALUSTERS LJ -5015 WOOD LJ -8095 OAK _ LINEAL COVE (OPT. LJ -8010 SERIES (3 PER TREAD) LJ -8095 OAK Ixl2 SKIRT BD. LINEAL COVE \ 5A5E CAP MOULD TREAD) LJ -8095 OAK BASE PER TM LEVEL 1x8 PAINTED LINEAL COVE Ix12 SKIRT BOARD RISER MOULDING BRACKET BASE- - LJ-8010MR1 PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" 1x12 SKIRT LJ -4042 BOARD NEWEL POST 2 EA. - LJ -3018 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR DETAIL N.T.S. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER. 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC 15 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER. 5. HANDRAILS WALL MOUNT OR 5ALU5TER - RUN ALONG "OUT5IDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECE55ARY. M05T JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- 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. FIN15HE5 - ALL OAK HAS CLEAR -COAT 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. LJ-8014MRI TREAD LJ-8010MR'4 TREAD F S" QAK FULL HT. WALL CARPET 5TART5 AT THIS RISER RAILING LJ -4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR P LAN KTA SECTION i CUT HRU WALL BALUSTERS BASE CAP (3 PER TREAD) MOULD x 2 LJ -1041/8 LJ-8010MRI 5 -TURN OAK TREADS LJ -5015 WOOD LJ -8095 OAK BALUSTERS LINEAL COVE (3 PER TREAD) MOULDING LJ -8095 OAK Ixl2 SKIRT BD. LINEAL COVE \ 5A5E CAP MOULD MOULDING BASE PER TM LEVEL 3 1/4" OR 5 1/4" Ix12 SKIRT BOARD LJ -3009 - BRACKET Ix12 SKIRT BOARD /- LJ -6010 RAILING BASE CAP (MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -8010 SERIES TREAD) 1x8 PAINTED R15ER LJ -1040 / 1045 TURNOUT -LJ-4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR DETAIL 2x STUD WALL w/ DRYWALL FIN. ' LJ -5015 WOOD CAD RLE NAME BALUSTERS BASE CAP (3 PER TREAD) MOULD x 2 -1x12 SKIRT LJ-8010MRI BOARD OAK TREADS SUB TREAD LJ -8095 OAK SJR CLW ¢Q• F- toM Q1, LINEAL COVE MOULDING } Ixl2 SKIRT BD. I \ 5A5E CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL NOT ro� LJ -404 42" H. LJ -1021 NEWEL RAILING R05ETTE P05T LJ -6010 36" H RAILING RAILING LJ -5015 WOOD 3 1/4" 5A5E BALU5TER5 AS APRON (3 PER TREAD) LJ -4042 WOOD TREADNEWEL z� P05T 1x12 SKIRT BD. pL BASE LJ -8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" NP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. RT.5. 3/4" 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 LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL LJ -4010 W in N LJ -4045 tn W 111 N LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES NTb. 4 4 4 4 4 4 LJ -5015 LIH-HOL15ASK44 LIH-HOL25A5K44 LIH-POLIKNUC44 LIN-HOL2KNUC44 LIP-POLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES N.T.S. LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) NP. WOOD BALUSTER INSTALLATION DETAIL N.T.5, 1" 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 5A5KETS TO / BE PARALLEL TO TOP RAIL / l-WOL25A5K44 (DOUBLE BASKET) LIH-HOLI8ASK44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DfRAWINC35 ON ll''xli" 5�4EET LULL BE ONE MALE TIE &CALE NOTED N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ4010 RAILING LJ -4042 NEWEL POST LINE OF KNUCKLES TO / BE PARALLEL TO TOP RAIL / AA LIH-HOL2KNUC44 (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND EQ. SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILIN� LJ -4042 NEWEL POST LINE OF SCROLL TO BE 10, GIL PARALLEL TO TOP RAIL LIP-HOL50144 LIH-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01 (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - 1 - 5CROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE METAL BALUSTER INSTALLATION DETAIL STAIR DETAILS *JOB NIAWER 2416.101• CAD RLE NAME IL ISSUED 04-05-13 REWSED x 2 O NW M Na T M 01-26-15 In ` 0 0 SJR CLW ¢Q• F- toM Q1, 02-17-15 02-18-15 05-26-15 *JOB NIAWER 2416.101• CAD RLE NAME IL ISSUED 04-05-13 REWSED 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 STAIR • nnE • TYPICAL STAIR DETAILS DAVIS BEWS DESIGN GROW Lmmmmmmommmmmmmommoma 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWSC.OM TAMPA • DENVER sST.1994.-- STAIR • nnE • TYPICAL STAIR DETAILS