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HomeMy WebLinkAbout488 Red Rose Ln #17-3585- NSFHt CITY OF SANFORD BUILDING &FIRE PREVENTION g PERMIT APPLICATION Application No: DE Documented Construction Value: $ 3(,D31G M Job Address: Historic District: Yes ❑ No ❑ Parcel ID: 21 -19-30-$)() -0000- K9 0 Residential lx� Commercial ❑ Type of Worlc: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: NEW SINGLE FAMILY - THORNEBRQOK PHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits corn Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State 'Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 VJ City, State Zip: Name: In Street: MAITLAND FL 32751 �y City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: _Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMM-ENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITIi YOUR LENDER Ott AN XfT'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plurubing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Revision ❑++ City of Sanford Response to Comments`z; . Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date t, Project Address: 4?J1 Contact: Daphne Pll: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water I M/ Planning �❑ Engineering ❑ Fire Prevention ❑ Milding At'.4?0 ; �,n• ,, "j k. it 21 Fax: r' '-��� �J General description of revision: %/3 /T ROUTING INFORMATION Approvals Ok to construct single family home with setbacks and impervious area shown on plan. THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOL ITHIC FOOTING, ALUMINUM OVER 2x! 50-FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC WATER HEATER, 30" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, K, PAVER -NTRY AND ACRYLIC AT LANAI. LOT 159 THOmRNBROOKE 40 1 s ANASTASIA GARAGE RIGHT Immumb, INCLUDED ELEVATION if TRAmDmm�'ITIONAL if TAYLOR MORRISON REDRAW NOTES 509-01-17 CREATED LOT SPECIFIC PLAN FOR LOT 159 IN THORN13R00KE 40'5, INCLUDED ELEVATION "TRADITIONAL", GARAGE LEFT W/ PLAN OPTIONS INCLUDING: (3) FLOOD LIGHT PREWIRES, (12) WALL 5GONCE PREWIRE5, (2) 110V DUPLEX RECEPTACLES, (4) REGE55 CAN LIGHTS IN GATHERING ROOM, KEYLE55 PAD FOR GARAGE DOOR OPENER, STAIR RAILING AT FIRST FLUOR, SECOND SUITE, TRAY CEILING AT OWNER'S SUITE, VENT HOOD/MIRCROWl TO THE OUTSIDE, PRE -PLUMB WATER SOFTENER LOOP, MEDICINE CABINETS WITH BEVELED EDGE AT ALL aATH5 AND SHAMPOO NICHE AT OWNER'S BATH AND 011INER'5 BATH 2. SQUARE FOOTAGE CALCULATIONS ELEVATION "IE° MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1263 TUFAL LIVING S.F. 2730 1 - SLAB INTERFACE PLAN GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3395 MAIN FLOOR P LAN DIMENSIONS M E N S I 0 N S FLOOD ZONE REUUIREMENTS: TOTAL WIDTH 30'-0" -TOTAL LENGTH 75'-0" _ LL ASPHALT 5HINGLE5 (IF APPLICABL E) : PLAN REVISIONS 04-03-15 MIRRORED PLAN TO CREATE RIGHT NAND GARAGE VERSION. DRAWING INDEX GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING IJNL E53 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER I5 RESPONSIBLE PROVIDING rUR AN �� -TINrINCLUDING _L RS IRG NTS OF SECTION ION !01.2.A OF THE F.B.G.-PI�DIN� B PROVIDING L_ DETAILS .15Tr UNDER THIS SECTION, B U T NOT LIMITED TO, THE MANUFACTURER'6 INSTALLATION INSTRUCTIONS AND ALL 5UFPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN I/2 INCH (12.1 mm) GYP51JM BOARD APPLIED TO THE GARAGE SIDE. 6ARAGE5 BENEATH HABITABLE ROOMS 6HALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A F HII FILING ASSEMBLY, Y THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN I/2 INCH (12.1 mm) GYPSUM GUARD OR EQUIVALENT IN ACCORDANCE WITH FLOOR -GE � � B , F.B.G.R. - DTH EDITION (2014) 81023.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REGOREMENT5 TO BE PER F.B.C.R - 5TH EDITION (2014) R103A.I AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS 5HALL BE OF CORR051ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/3 INCH LONG 16 GAUGE STAPLES 5PACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.. - 5TH EDITION (2014) R103.0 AND ASTM C 926, PER F.B.G., 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION-RE515[ANT WEEP SCREED OR PLASTIC WEEP 6GREED 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 5GREED 614ALL BE PLACED INCHES A F THE EARTH TH 0 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL P_�._D A MINIMUM OF 4 IN,,NcS BUY_ _ _ R 8 COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED, PER F.B.C.R 5TH EDITION (2014) 8103,6.3 WATER RE315TIVE BARRIERS INSTALLED ED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIYE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8101. 5 OR IN ACCORDANCE WITH A5TM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 100-06 (1.11.4,1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAT 100 ^ APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 13 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE SF. FOR HORIZONTAL APPLIC„TIONS. D � BE �E R 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. Ell: I. EACH BE MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO AGGE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHAl IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT 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 REPOUIRED LOCATIONS PER R1030. WINDOW INSTALLATION: COV GENERAL NOTES INDEX SPECIFICATIONS1. MANUMANUFACTURER FORSHALL EEAGN W NDaAW.ND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUG110N5 SHALL 5k PRUVIUkD �T ft �_ 1� EST. 1994 4 x tNQ) 2. IF 6T%r,7URE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE 1 - SLAB INTERFACE PLAN METHOD 15 TO BE USED, 2A1 - MAIN FLOOR P LAN NOTES DWELLING/ GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/3" IN THICKNESS, SOLID CORE (5.G.) OR HONEYCOMB CURE STEEL p00R5 f9 N� NOT LE55 THAN 13/3" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A2 - MAIN FLOOR P LAN DIMENSIONS M E N S I 0 N S FLOOD ZONE REUUIREMENTS: — 2 B UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD 'FINISHED GARAGE FLOOR ELEVATION, .1 _ LL ASPHALT 5HINGLE5 (IF APPLICABL E) : 2 B 2 -UPPER �Q• _ao 00 00 L F LO 0 R P AN D I M E N S I 0 N S I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH 'SECTION R905?.'o AND R9a52>'o.l. 2, ASPHALT SHINGLE 5 SHALL ONLY BE USED ON ROOF 6LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF 6LOPE6 FROM TWO UNITS VERTICAL IN 12 UNITS 3A1 FRONT ELEVATION HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERL AYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4069, TYPE II OR TYPE IY OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOT= 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF >E �Qr` UNDERLAYMENT COMPLYING WITH A5TM D 22'0, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE): FL 1 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE , 'At, ATION MANUAL,FIFTH EDITION WHERE THE 11A�v 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERL AYMENT PER F.B.C;z - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR A5TM F L2 — FLASHING DETAILS D 1910 OR A5TM D 6330, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE IN ACCORDANCE WITH SECTION R301,2.1.3 OR THE RECOMMENDATIONS of RA5 IIS, 119 OR 120. INSTALLATION MANUAL, FIFTH EDITION WHERE THE Y450 15 DETERMINED 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLIGA3LE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER 4B - UPPER FLOOR ELECTRICAL PLAN THAN THE ROOF OR RIDGE THAT 15 !0'-0'' AWAY OR CLOSER RECORD COPY TUB AND SHOWER AREAS: TR - TRUSS STRAPPING PLAN I. CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM BOARD NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 0233, 01325, OR C1113 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION5 SHALL BE USED AS 3AC(ER5 FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. N1 - STRUCTU RAL NOTES TERMITE- PROTECTION: I. FENETRAT&L PROTECTIVE SLEEVE5 AROUND PIPING PENETRATIINr3 CONCRETE SLAB -ON -GRADE FLOOR5 SHALL NOT BE GF CELLULOSE CONTAINING MATERIAL 5. IF 601L TREATMENT 15 USED FOR S1 - STRUCTURAL DETAILS 9J5TERRANEAN TERMITE PROTECTION, THE SLEEVE 6HALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND 5E SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO NO TEWITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE, ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. S2 - STRUCTURAL DETAILS n n n " ^ 'SYSTEMRISERS 2. PROTECTION AGAINST D,GAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSFOUTS SMALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIpEWAI I , WHETHER 5Y UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL B1JILpING5 WITH EAVES or LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES GR ON A ROOF ABOVE ANOTHER ROOF. S3 - STRUCTU RAL DETAILS MECHANICAL AND HVAC: S4 - STRUCTURAL D ETAI LS 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER S5 STRUCTU RAL DETAILS PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. (162 mm) WIDE SHALL BE PROVIDED , n n I I n / 1 r " n I THE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING T�1= WALLS 08 CEILIi�S SEPA,RATI� THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED � A MIN. X20 GAUGE aE (0.48 mm 5 EET STEEL T D - TRIM DETAILS OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENIN65 INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM To THE SD - STAIR TRIM D ETAI LS MANUFACTUREK5 INSTALLATION INSTRUCTIONS, 5. AUXILIARY DRAIN PAN, CATEGORY IY CONDENSING APPLIANCES 5HAL L BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FAN AND VENTING: 1.OUTp00R DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DI5GHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 6OFFIT, RIDGE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOIL ET ROW5 SHALL NOT BE r-CIRCUL ATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 SHALL NOT DISCHARGE INTO AN ATTIC, CRAM! SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXH^IU5T DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0,19 RAD) BE AND 5 FEET (1524 mm) FUR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH GF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED ?0 BE IN AGCGRDANGE iUITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. IDHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTER5 THE WALL, THE LABEL SHALL BEAR THE I IRD5 `THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 'I., % 4. PROVIDE LOUVER DEVICES AT INTAKE F AVD EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN rBC. w ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILD' R OF RE6PGN515ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS,DAO ENGE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BRaJGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFOI, COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REYI51ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLAN5 HA`fc BEEN COMPLETED 6HALL 5E SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RE6PON51BLE.0A7(, REV, 06-29-2011 y ��• Lu Vd °'11111IwO� • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TU ISSUED 09-07-17 REVISED 04-03-18 p 150 STATE SfREEr EAST OLDSMAR, FLORIDA 39677 81:.3.925.1:300 TEL 813 .925 - 180U FAX W W W.GAVISBEWS.COM 'rAMI'A DENVER. �_ 1� EST. 1994 4 x tNQ) b w °� f9 N� CiON 0 _ LL �Q• _ao 00 00 0 0 >E �Qr` e� ofr c? z Qr 41 LO N • JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TU ISSUED 09-07-17 REVISED 04-03-18 oil !11 j 2!!! !!! Vortex Engineering, LLC, 607 S. Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FLIt 52683 - CUA11 28035 - Paul D. I<Idwell, P.E. - I HEREBY CERTIFY TIbV I HAUL- FEVILWFll THE A]1ACHED DE516N, AND FIND 11 TO WE IN C6MFLIANCE ATH SECTION R:01 OF THE FLORIDA WILDIT 6 CWE, RE5IDENTIAL 15th EDI TIOIU. THE ENCIIIL'ER HAI, NOT FEVIEYIED TILE FRE- ETIfi1NEERED TRUV,� MAtWF. LAYOUT TO P-ElERMINE AW LOAD HAMM 6OWITION5 AND REEtRVES THE RIGHT TO MAKE ANY Cl AFTER TRIS LON) INFORMATION 15 WPP! IED TO THE ENGINEER. SEALED FUR �iTRUC. ;F_ ONLY Owl LjLj I ,%l m u Ln TI TLE • GENERAL NOTES REVISION LOC • s • SHEETuuv • DAVIS SEWS DESIGN GROVP 150 STATE SfREEr EAST OLDSMAR, FLORIDA 39677 81:.3.925.1:300 TEL 813 .925 - 180U FAX W W W.GAVISBEWS.COM 'rAMI'A DENVER. �_ 1� EST. 1994 oil !11 j 2!!! !!! Vortex Engineering, LLC, 607 S. Alexander St., Suite 103 Plant City, Florida 33563 813.704.4842 FLIt 52683 - CUA11 28035 - Paul D. I<Idwell, P.E. - I HEREBY CERTIFY TIbV I HAUL- FEVILWFll THE A]1ACHED DE516N, AND FIND 11 TO WE IN C6MFLIANCE ATH SECTION R:01 OF THE FLORIDA WILDIT 6 CWE, RE5IDENTIAL 15th EDI TIOIU. THE ENCIIIL'ER HAI, NOT FEVIEYIED TILE FRE- ETIfi1NEERED TRUV,� MAtWF. LAYOUT TO P-ElERMINE AW LOAD HAMM 6OWITION5 AND REEtRVES THE RIGHT TO MAKE ANY Cl AFTER TRIS LON) INFORMATION 15 WPP! IED TO THE ENGINEER. SEALED FUR �iTRUC. ;F_ ONLY Owl LjLj I ,%l m u Ln TI TLE • GENERAL NOTES REVISION LOC • s • SHEETuuv • 15'-01, 9' -VII 1'-411 5'-411 41-411 4'-61' �_- _ 41 -all v 414" 4''011 11 011 5'-411 V 51-4" le 41.411 le 4'-1011 V 31.611 4I-411 � 2-5-TO—RY � 1-5TORY Fv OOTING FOOTING 41-mll 4 1_411 N.B. t 3'-011x3-011 A/C PAD (SEE MECH. CONTRACTOR FOR LOC.) INDICATES I - 15 VERT, REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE T FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER Mal 4'-411 0 4 4' -all 1 I (-) 0'-31/"2" ELEVATION 4'a" 41a11 31 11.011 151.011 41-611 all C.N.U. ---I WALL ABV. 3'-10" 31-211 31-211 PITCH 1/a / FT. z o _ `F L Lu 1'-411 i ALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * G.C. `�RIFY THAT DECO DRAIN FOOTING LEGEND: 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE F1 12" DEEP x3611x36" CONC. FOOTING W/ (4)15 BARS EACH WAY. F2 12" DEEP x24"x24" CON(,. FOOTING W/ (3)''a BARS EACH WAY. r3 20" DEEP x3011x30` CONC, FOOTING W/ (3)'r? BARS EACH WAY. .,pew U � d �1'fll9 ELEVATION (-) 0'-4" INDIGATEp ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA To OMIT HYDROSTATIC PENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE i`1 FLOOD HAZARD REDUCTION. • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.C. D. G12" DEEP x30"x30" CONC. FOOTING W/ (3) °5 BARS EACH WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-PSF (R401.4. I FBCR). q INDICATES 115 A INDICATES 2 I�i1�Pf����il►Rm� SCALE: Il4" : I'-0" TAYLOR MORRISON USES BORA-CARE TO TREAT THE INTERIOR FRAMED W BE�/VS llESIGN GROVP 150 STA'1 E S"CREEL' EAST OLDSMAR, FLO1Z1llA 34677 813 925.1300 TFL. 8L'3.925.18UU FAX W W W.DAVLSIIEWS,COM TAMPA • DEN VER X ® ro N00 ® Nm V/ (y) Tl '�� 50 GAL. 1-5TORY FOOTING (TYP) ro 00 =fro EO ro (n Y Q r, all 611 r — —I I ` W.H. 20" H, x 16" W. CONIC. MONO -FTG. W/ r`] I J i 2 - 15 CONT. RE5AR5 PROVIDE G.VERIFY ACRYLIC G.ON LANAI o r, II I a25" W.xl6" DEEP FTG.—�_SI F, I I� J " W/ 2 15 GOVT. r� l 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER. BOTT. OF FTG. /� 31'-1011 q ? I Imo— J'-111 31. J /� 1 SHALL BE 12" MIN. BELOW GRADE 26.0" 1 'U all 'I' i _r I _ �;. q I �, - ELEVATION AT 0' 0" (ASSUMED)—qua / \ II OF REF. I 3' 61l 1 I AA U - L _ PITCH 3.5" THICK, 2500 GR 3000 P.5.1. CONCRETE SLAB ON GRADE W/ _--___-_- 16" W.&` DEEP FTG. A W/ 2 - 15 CONT. SLAB c.J. 1 1 c.J. ------------------rt_ -------------------- - 4r c� 3A2 IJ� I/a" / FT. '�LU 6x6 W1.4xW1.4 MESH OR FIBER PROVIDE WATER �,� PITCH CA t2 a"xa" FTG. UJ/ I _ a MESH OVER 6 NIL. VAPOR ° BARRIER ON CLEAN, WELL ';' IN FOR ICG MA ER / - LINE / //��. / �• a >/ i TO DRAIN • -Ly QC Q _ l CONT. (TYP. AT LANAI) I ■ COMPACTED, TERMITE TREATED, G/� <r I a 4 4 5 4 GRANUL AR FILL. Q NOTE: \ j / J / 51 - LU LU ■ ■ ■�/////'�L' L//!/J�L� // 1 //! / /////// FE ALL SLAB ANLL E5 / \ \ �r, ARE AT r1 i 1'i i cTc - _— I II I II 4'11 I II 39TE i <C 7,77 I 11 21-6 B II 2 -6 r ccl 12 -3 2 -1 �„ — -� U �'3 - WATER WATER oCFT�NER LOOP AND DRAIN u ■ F3 r 2 -STORY FOOTING (TYP.) 71-1 /7/ - / � i�/ 4" P.V.C.—� / t�I=�I a, 21511 16" W.&` DEEP FTG. i iv. Il 1 ✓J11 51 211 51 SII 1 41.011 4'-4" 61 . 20" H. x 20" W. GONG. MONO -FTG. W/ 3 - 'S CONT. RE5AR5 PROVIDE 16" Wxl2" DEEP FTG. W/ 2 - 05 CONT. ( u II \ I � u, UJ/ 2 15 CONT." AIR HANDLER nn LINES FROM 3/4 REGE51 25" MIN. LAP IJ HERE SPLICED AND � �I �, u, FI ■ �� UPPER FLOOR FOR ENTRY DR--� ■ ■ ■ ■ ��� U I I STO@Y �\ r00—TING I 05 `O uU WIRE TOGETHER BOTT. OF FTG. <r I 5H ALL BE 12" MIN. BELOW GRADE - 281 911 a" THICKENED EDGE I I `' FOR SHOWER RECE55 I I W/ I No, 5 BAR CONT. I I 101-101,12 3/4" CONDENSATION 101.1011 DRAIN BY PLUMBER -1 \ a' -I" 2' a" 2'•011 _ V -4`8" FTG. W/ I - I II 20 II 1 II I II I II 21-111 I -a 31-1011 <C ^; I I r — I� �> `OQ�� CONT. (TYP. AT ENTRY) � a II -'� I T TILE �n 3/4" CONDENSATION L 54 SHOWER �I `' SEAT RECESS �I I AIR HANDL ER LINES FROM ISI L J I �\ F_ , — — -1 _ DRAIN BY PLUMBER 4" PV.C. A ABY- �o r \01 u -�-- UPPER FLOOR N I"I I I n / PAVERS , Iv, I L— -- --- — --� —(LAV.J��LA�_ I I` I— — ---_ ■ ■ ■ ■ ■ 5" G.M.U. WALL ABY. ® ■ �. ■ ■ ■ ■ q ■ i 3'-011x3-011 A/C PAD (SEE MECH. CONTRACTOR FOR LOC.) INDICATES I - 15 VERT, REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE T FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE TOGETHER Mal 4'-411 0 4 4' -all 1 I (-) 0'-31/"2" ELEVATION 4'a" 41a11 31 11.011 151.011 41-611 all C.N.U. ---I WALL ABV. 3'-10" 31-211 31-211 PITCH 1/a / FT. z o _ `F L Lu 1'-411 i ALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * G.C. `�RIFY THAT DECO DRAIN FOOTING LEGEND: 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE F1 12" DEEP x3611x36" CONC. FOOTING W/ (4)15 BARS EACH WAY. F2 12" DEEP x24"x24" CON(,. FOOTING W/ (3)''a BARS EACH WAY. r3 20" DEEP x3011x30` CONC, FOOTING W/ (3)'r? BARS EACH WAY. .,pew U � d �1'fll9 ELEVATION (-) 0'-4" INDIGATEp ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NA.V.D. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA To OMIT HYDROSTATIC PENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE i`1 FLOOD HAZARD REDUCTION. • TITLE • FOUNDATION PLAN OPT. ALT. DEN OPT. POCKET S.C. D. G12" DEEP x30"x30" CONC. FOOTING W/ (3) °5 BARS EACH WAY. THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM 501L BEARING CAPACITY OF 2000-PSF (R401.4. I FBCR). q INDICATES 115 A INDICATES 2 I�i1�Pf����il►Rm� SCALE: Il4" : I'-0" TAYLOR MORRISON USES BORA-CARE TO TREAT THE INTERIOR FRAMED W • JOB NUMBER 27002.304 • CAD FILE NAME LUT 159 TB ISSUED 09-07-17 REVISED 04-03-18 BE�/VS llESIGN GROVP 150 STA'1 E S"CREEL' EAST OLDSMAR, FLO1Z1llA 34677 813 925.1300 TFL. 8L'3.925.18UU FAX W W W.DAVLSIIEWS,COM TAMPA • DEN VER X ® ro N00 ® Nm V/ (y) ro 00 =fro EO ro (n Y Q r, r • JOB NUMBER 27002.304 • CAD FILE NAME LUT 159 TB ISSUED 09-07-17 REVISED 04-03-18 E5117. 1994 11� 9t, 11' !1® MSA Vortex Engineering, LLC, 607 S, Alexander St„ Sul Le 103 Plant City, Florida 33563 813,704,4842 FL4 52683 - COA!# 28035 - Paul D. Kidwell, RE, -- I HEREBf CLRTIF'r THAT I HAVE REVIFWED NIE ATTACHED DE51GN, AND FIND li' TO bE IN COMPLIANCE WIIII SECTION R:1UI Gf THE FLGRIDA EUILDIN9 CLIVE, RESIDENTIAL Ctn EDITION). 7H8 EN6UIEER IIA5 NOT REVIEWED THE F'RE- EN6INEERED 1Rllcf tM W LAYOUT TO DETERMINE ANY LVAD E�EARING CUNDITIGNS i,flD RESERVES we meHr TO M/J:E ANY CHAHe ES AFTER 114<1.66 LOAD INRAHAtION 15 `L1:FLIED TU THE ENGINEER. SEALED FOR 5TRUGUF; TE ONLY U) CD A >w DAVIS OPT. O.D.K. BE�/VS llESIGN GROVP 150 STA'1 E S"CREEL' EAST OLDSMAR, FLO1Z1llA 34677 813 925.1300 TFL. 8L'3.925.18UU FAX W W W.DAVLSIIEWS,COM TAMPA • DEN VER E5117. 1994 11� 9t, 11' !1® MSA Vortex Engineering, LLC, 607 S, Alexander St„ Sul Le 103 Plant City, Florida 33563 813,704,4842 FL4 52683 - COA!# 28035 - Paul D. Kidwell, RE, -- I HEREBf CLRTIF'r THAT I HAVE REVIFWED NIE ATTACHED DE51GN, AND FIND li' TO bE IN COMPLIANCE WIIII SECTION R:1UI Gf THE FLGRIDA EUILDIN9 CLIVE, RESIDENTIAL Ctn EDITION). 7H8 EN6UIEER IIA5 NOT REVIEWED THE F'RE- EN6INEERED 1Rllcf tM W LAYOUT TO DETERMINE ANY LVAD E�EARING CUNDITIGNS i,flD RESERVES we meHr TO M/J:E ANY CHAHe ES AFTER 114<1.66 LOAD INRAHAtION 15 `L1:FLIED TU THE ENGINEER. SEALED FOR 5TRUGUF; TE ONLY U) CD A >w DAVIS OPT. O.D.K. u u ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). e TYPICAL MASONRY 42" H. 1CONTRAGTOR 1 1C01NTRACTOR I WINDOW SCHEDULE (PAD (SEE MEGI1. EAD (SEE MECq. OPEN TO WINDOW WIDTHS " ■ IMENSIONS(��\T.OM. GARAGE FRAME WALLS 2011 2711 3711 5311 9'_411 O BACKING \� WINDOW CALL -OUTS SCALE: 1/2" = 1'-0" • ■ ■ > 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 ■ FLOUR U2011 U) 12 5H 1/2 32 5H 22 5N 32 5H AT a'-011 A.F.F. 0 � G.C. VERIFY ACRYLIC 1 ON LANAI zQr T 3911 10.0011 13 SH 1/2 33 5H 23 5H 33 5H (TYP.) AT a'-Ol' AFF. J RAILING 10 LANAI p 5111 14 5H 112 34 5H 24 5H 34 5H V STORAGE I" NOSING TO., ■ UNDER (TYP.) 03" 0 15 51-1 1/2 35 5H 25 5H 35 5H s 72" 16 5H 1/2 3o 5H 20 5N 3o 51-1 a' -a" FLAT CLG. G.G. VERIFY MA50NRY OFENIN65 FOR ALL WINDOJ5, X WINDOW 51,ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PEcIFIcATION5, 0 t REFER TO FLOOR FLANS FOR 5TYL E OF WINDOW T1 USED (SIN(�LE' NUNS -5N cAKMENT- cSMT, OR FIXED C�LA55- F�J u u ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). wTYP. ARCHWAY SCALE: 1/4" - I'-0" VARIE5(SEE PLAN) i c B O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR OC PER C55) FLAT LATEX �> O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT 0C INTERIOR TRIM PAINT TO BE SMOOTH FIN16H TM WHITE LATEX SEMIGLO55 TRAY CEILING SECTION SCALE: 1/2" - 1'41 SHEET 2A2IN e IFOR LOC-) I IFOR LOC.) 42" H. 1CONTRAGTOR 1 1C01NTRACTOR I LREFERTO FLOOR (PAD (SEE MEGI1. EAD (SEE MECq. OPEN TO 3'-011x3_0" AIG� 31-0116_0" AIC J ■ IMENSIONS(��\T.OM. GARAGE FRAME WALLS `�. FAMILY ROOM (OPT, RAILING) — 1/Io" 0.5.8. C N� f� M 9'_411 O BACKING \� AFF. CALI. TOP SCALE: 1/2" = 1'-0" • ■ ■ > 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 ■ FLOUR 1 I 80TT, OF LINTEL T.OM.,1 SYSTEM wTYP. ARCHWAY SCALE: 1/4" - I'-0" VARIE5(SEE PLAN) i c B O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR OC PER C55) FLAT LATEX �> O KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT 0C INTERIOR TRIM PAINT TO BE SMOOTH FIN16H TM WHITE LATEX SEMIGLO55 TRAY CEILING SECTION SCALE: 1/2" - 1'41 SHEET 2A2IN e IFOR LOC-) I IFOR LOC.) 42" H. 1CONTRAGTOR 1 1C01NTRACTOR I LREFERTO FLOOR (PAD (SEE MEGI1. EAD (SEE MECq. GRASPABLE 3'-011x3_0" AIG� 31-0116_0" AIC J ■ IMENSIONS(��\T.OM. GARAGE FRAME WALLS \!0 (OPT, RAILING) — 1/Io" 0.5.8. C N� f� M 9'_411 O BACKING \� AFF. CALI. TOP SCALE: 1/2" = 1'-0" • ■ ■ > 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 ■ FLOUR 1 I 80TT, OF LINTEL T.OM.,1 SYSTEM ® °o AT a'-011 A.F.F. 0 � G.C. VERIFY ACRYLIC 1 ON LANAI zQr 10.0011 BOTT. OF LINTEL Q) (TYP.) AT a'-Ol' AFF. H. RAILING 10 LANAI I 9'-8"x14'-4" �9'-4" PLT. HT. V STORAGE I" NOSING TO., ■ UNDER (TYP.) U 2x TREADS TO FURRING a' -a" FLAT CLG. F1 USN FRAME X 4" FLAT CLG. t T1 r-----1 r-----1 1 r- — — — -i e IFOR LOC-) I IFOR LOC.) 42" H. 1CONTRAGTOR 1 1C01NTRACTOR I 2x 5TUD5 (PER (PAD (SEE MEGI1. EAD (SEE MECq. GRASPABLE 3'-011x3_0" AIG� 31-0116_0" AIC J ■ STAIR NOTES SEE 5HEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDING5 AND STAIR GONSTRIJGTION: (THE FOLLOWING SHALL APPLY UN.O.) ALL STRINGERS TO BE 2-2x12 '2 SYP. ALL 5TRINGER6 TO ATTACH AT LANDING5 AND UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER „ STRINGERS RUNNING PARALLEL TO AND 9JPPORTED BY A WALL SHALL BE ATTACHED: AT MA50NRY/GONC, WITH 1/4" DIA x 3" TAPGON5 AT a" O.G. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5JGONCJ. . AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. 5TIJD MIN. (1V U.G. MAX) IF STRINGERS ARE SUPPORTED IN THI5 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 GONG.). ATTACH FOOT TU FLUOR: AT GONG. W/ 1/4" DIA, x 3" TAPGON5 AT 12" O.C. . AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT a" O.G. TO TRU55/JOI5T/ OR BLOCKING BELOW. . ATTACH STRINGER TO FOOT WITH (2) 0.131 x 3 1/2" TOENAILS EA. • LANDING5 SHALL BE BUILT AS FOLLOWS: J015T5 TO 5E 2x5 o2 5YP, MIN, AT IV' O.G. it IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM 5HALI BE (2) 2x12 12 5YP WITH 2-2x4 SUPPORT 5TUD5 AT EACH END. of IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2Xa END J015T WITH (3) 0.131 x 31/2" R5, END NAILS AT EACH LANDING JOIST, AN[) (2) 0.131 x 3 I/2" TOE NAILS FROM EACH J015T 'T0 KNEEWALL TOP PLATE. to LEDGERS TO BE NO WITH: off (4) 0.131 x 3 I/2" NAILS AT EACH PASSING 5TUD AT WOOD ATTACHMENT 1'16" Or. MAX. of 1/4" x 3" TAPGON5 ATV' O.G. STAGGERED AT MA5ONRY/GONCRETE ATTACHMENT, It ATTACH JOISTS TO I EDGER5 OR BEAM5 WITH SIMPSON LU526 HANGER5 OR EQUAL. THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. 51,155TITUTION5 OF EQUAL OR BETTER CAPACITY ARE AGGEPTABLE. L 7 - OWNER'S SUITE OPT. SHIM AS AIR SWITCI I REQ'D. FOR D15P. 11.011 HATCHING INDICATES DOUBLE 0. BLOCK U T.O.M. COURSE WI (2) "5 CONT. VENT HOOD AND 2 - 26 SH. MICRO TO EXTERIOR T•OM' g'-411 IN EACH HD. AT V-011 9'-411 AFF. _ H.B. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 .ee> 0 0 0 0 0 0 0 0 0 0 ® ■ 9 ■ H 9 ■ O,O,O., „ ,0,0,.0,0,0,.0 O..U.,O.O.O. O. --- El O.H.C. O U O.H.G. 0i -----—a - ----I 050GAL. `fie 1 II I I RANGE I � W.H. 1---------- iG� I EL I 2 I ARCH FROMI WALL 8 I I O cL -0 a TO -a11 A� :< UNE OF 5ECOND DINING tFLOOR A. �10'-6"x14'-0" GATHERING ROOM 9'-4" FLAT CLG. _ KITCHEN INSULATE 19'-6x14'-0" 2 -STORY VOLUME 1 I I / \ � 9'-4" FLAT CLG. K BEARING WALL5 1 \ Ix ,r- 2 2 STORY 19'-4° 6" N. COUNTERTOP x ul 1 1 2 CAR GARAGE' 1 (SEE DETAIL ON THIS / r, GLC. i CLG. SHEETS) / I �'� �I 1 1 20'-0"x20'-0" L 5 3611 H I GPT. TILE/ /tel �I� -INSULATE [11 111 9'-4" PLT. HT. 1 Q _51 CONTINUOUS 1 n / � r ABOVE — Q 1 I OPENING GRA5PA5LE O NEWEL STAIR DATA:/ ® Edo 0� w I I TO UNDER SEARING RAILING 36 N. 01-011 TO a 311 �;. I v 18 R15ER5 AT STAIRS WALL-� RAILING POS'i ARCH FROM / / LINE CF SECOND ciC L 1.3a" EACH FLOOR A5V. I o �n 10.0011 TREADS' UP / BARREL ARCH PRE PLUMS FROM a'-011 \ WATER SOFTENER 1 (TYP.) 2 5 OR) 19'-411 UPPER FLOOR - TO a' -a` \ LOOP AND DRAIN I r, 9'_4" (SLOPING 1 I - }--- LINES FROM \ '- . INSULATE I 51 v, 1 �• I ( VU UME CLG. AIR HANDL-1 9' 4" �� CLG. CLG. �' CLG �O3' 4„ ��E��t . BEARING WALLS 1 �I (2)2-,16-a b CLG• v J L---------�- FLAT HDR. AT 4'-411 ej FOYER SI GLC. 1 SEE 5ECTI Nc:: Z SI \ o cY 9'-4" CI G, 8 ■ ■ ■ ■ ■ CLG. h\ -' + - x - s OPT. M.G. 1 2 -oxo -a ARCH FROM \\ �1 T.O.M. 9'-4" TRAY CLG. �6 4 STUDY V-011 TO V-8` 1 11 w F I F I ' AFF. h 8'-a" [9141 TEMP. G_. _NG_. 10-4"x10'T C CLG. 1 �V xON 42" H. LOW WALL 9'-4" FLAT CLC. 1— — —1 9. 41, + OWNERS BATH (D IO FLAT HEADER ATTENTION TRU55 MANUF.: 1 GPT. 9 -4' FLA l CLC. DRYER— I I AT V-011 AFF. TRAY CLG. IN OWNER'5 ti SHAMPOO NICHE wtiro VENT ( 1 1 N BATH FLUSH IF PORCH SUITE 15 DOWN -FRAMED r �� 24 G . SHOWER 141. A H. R0.4a ,I (o J retia M.G. TILE AFF, G.G. VERIFY nr I--1= --1 V.4" "UN Q" M.G. HALF TO FURRING 9'-4" PLT. FIT. - LOG. AND QUANTITY HANo�N-� 1 1 CLG. PANE .T.OM. BOX 1 w 91411 z - 216 5H. � 5 5H. LAv HD. AT V-0` 1 10 1 LAUN. DAV. ■ — — — — — — — — — I ■ REFER TO SHEET 2A2 ■ ■ ■ ■ ■ ® ■ ■ ■ ■ O ■ ■ FOR MAIN FLOOR PLAN DIMEN51ON5 �115H. 13 5N. FIAT HEADER , T„M T -O4 TEMP. GL. ENCL. 20" H. TILE AIR HANDLER I O HD. AT a' 0" O ND. AT 8'•011 AT a' 0" AFF. 411 411 ON 42" H, LOW WALL SEAT LINES FROM UPPER FLOUR AFF• OPT. OPT. a" TRAY CLG. IN MASTER SUITE \\o CASING 42" H. q°� U- 2x 5TUD5 (PER 5TD. GRASPABLE PLAN) BASE DECKING GARAGE FRAME WALLS CABINET (OPT, RAILING) — 1/Io" 0.5.8. C N� f� M BEAMSEAM—� BACKING \� I/2" DRYWALL CALI. TOP SCALE: 1/2" = 1'-0" HATCHING INDICATES DOUBLE 0. BLOCK U T.O.M. COURSE WI (2) "5 CONT. VENT HOOD AND 2 - 26 SH. MICRO TO EXTERIOR T•OM' g'-411 IN EACH HD. AT V-011 9'-411 AFF. _ H.B. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 .ee> 0 0 0 0 0 0 0 0 0 0 ® ■ 9 ■ H 9 ■ O,O,O., „ ,0,0,.0,0,0,.0 O..U.,O.O.O. O. --- El O.H.C. O U O.H.G. 0i -----—a - ----I 050GAL. `fie 1 II I I RANGE I � W.H. 1---------- iG� I EL I 2 I ARCH FROMI WALL 8 I I O cL -0 a TO -a11 A� :< UNE OF 5ECOND DINING tFLOOR A. �10'-6"x14'-0" GATHERING ROOM 9'-4" FLAT CLG. _ KITCHEN INSULATE 19'-6x14'-0" 2 -STORY VOLUME 1 I I / \ � 9'-4" FLAT CLG. K BEARING WALL5 1 \ Ix ,r- 2 2 STORY 19'-4° 6" N. COUNTERTOP x ul 1 1 2 CAR GARAGE' 1 (SEE DETAIL ON THIS / r, GLC. i CLG. SHEETS) / I �'� �I 1 1 20'-0"x20'-0" L 5 3611 H I GPT. TILE/ /tel �I� -INSULATE [11 111 9'-4" PLT. HT. 1 Q _51 CONTINUOUS 1 n / � r ABOVE — Q 1 I OPENING GRA5PA5LE O NEWEL STAIR DATA:/ ® Edo 0� w I I TO UNDER SEARING RAILING 36 N. 01-011 TO a 311 �;. I v 18 R15ER5 AT STAIRS WALL-� RAILING POS'i ARCH FROM / / LINE CF SECOND ciC L 1.3a" EACH FLOOR A5V. I o �n 10.0011 TREADS' UP / BARREL ARCH PRE PLUMS FROM a'-011 \ WATER SOFTENER 1 (TYP.) 2 5 OR) 19'-411 UPPER FLOOR - TO a' -a` \ LOOP AND DRAIN I r, 9'_4" (SLOPING 1 I - }--- LINES FROM \ '- . INSULATE I 51 v, 1 �• I ( VU UME CLG. AIR HANDL-1 9' 4" �� CLG. CLG. �' CLG �O3' 4„ ��E��t . BEARING WALLS 1 �I (2)2-,16-a b CLG• v J L---------�- FLAT HDR. AT 4'-411 ej FOYER SI GLC. 1 SEE 5ECTI Nc:: Z SI \ o cY 9'-4" CI G, 8 ■ ■ ■ ■ ■ CLG. h\ -' + - x - s OPT. M.G. 1 2 -oxo -a ARCH FROM \\ �1 T.O.M. 9'-4" TRAY CLG. �6 4 STUDY V-011 TO V-8` 1 11 w F I F I ' AFF. h 8'-a" [9141 TEMP. G_. _NG_. 10-4"x10'T C CLG. 1 �V xON 42" H. LOW WALL 9'-4" FLAT CLC. 1— — —1 9. 41, + OWNERS BATH (D IO FLAT HEADER ATTENTION TRU55 MANUF.: 1 GPT. 9 -4' FLA l CLC. DRYER— I I AT V-011 AFF. TRAY CLG. IN OWNER'5 ti SHAMPOO NICHE wtiro VENT ( 1 1 N BATH FLUSH IF PORCH SUITE 15 DOWN -FRAMED r �� 24 G . SHOWER 141. A H. R0.4a ,I (o J retia M.G. TILE AFF, G.G. VERIFY nr I--1= --1 V.4" "UN Q" M.G. HALF TO FURRING 9'-4" PLT. FIT. - LOG. AND QUANTITY HANo�N-� 1 1 CLG. PANE .T.OM. BOX 1 w 91411 z - 216 5H. � 5 5H. LAv HD. AT V-0` 1 10 1 LAUN. DAV. ■ — — — — — — — — — I ■ REFER TO SHEET 2A2 ■ ■ ■ ■ ■ ® ■ ■ ■ ■ O ■ ■ FOR MAIN FLOOR PLAN DIMEN51ON5 �115H. 13 5N. FIAT HEADER , T„M T -O4 TEMP. GL. ENCL. 20" H. TILE AIR HANDLER I O HD. AT a' 0" O ND. AT 8'•011 AT a' 0" AFF. 411 411 ON 42" H, LOW WALL SEAT LINES FROM UPPER FLOUR AFF• OPT. OPT. a" TRAY CLG. IN MASTER SUITE ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE 8301.5 PER FS.C.R - 6TH EDITION (2011). Ix RISERS (TYP.) Il TREADS AT 10.00" EACH STAIR SECTION 6CALE: 1/4" - 1'-0" STAIR NOTES: RAILING DAL USTER5 SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL 5 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 END5 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTI-cTION ENCLOSED ACGE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE Wl Ill INCH GYPSUM BOARD PER F.S.C.R. - 6TH EDITION (2011) 8302.1 AND 8302.11 T� G.G. VERIFY TOP OF TILE TILE TU WRAP INTO NICHE G.G. VERIFY LOCATION TYP. SHAMPOO NICHE SEE FLOOR PLAN FOR EXACT LOCATION AA 3A2 MAIN FL_OOF: STF U(--TLIF:AL- L EEGEND �l a" K0. BLOCK FILLED W10) 05 BAR OVER a" v - PRE-ENGINEERED CONCRETE LINTEL FILLED W I) 15 BAR, IA - a" K.O. BLOCK FILLED W/(U #5 BAR CUNT. OVER 8II COMMON BLOCK COURSE OVER a" FRE -ENGINEERED CONCRETE LINTEL W/(I) 15 BAR, GROUTED SOLID. 0- a" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I)'S BAR �3 - 8" L INTEL5 SHALL BE FILLED, 5ELOW a" KO. BLOCK FILLED AND REINFORCED WKI F5 BAR ® - PROVIDE (4) 2x4 STUDS W/ (U 3IMP60N HITT4 CONNECTOR5 AT BASE. O5 - PROVIDE (3) 2x6 5TUD5 W/ (U SIMPSON HTT4 CONNECTORS AT BASE. 6 - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2"055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 61MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MUST 5E TIED TO THE 50TTOM PLATE WITH (2) SIMPSON H25 CLIPS. • EXCEPT A5 NOTEP ABOVE, WOOp HEADERS IN LOAp BEARING WALL5 SHALL BE 2 -PLY 2x6 12 5YP W/ I/21105B FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON L6TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP30N 1-12.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTEL5 LONGER THAN 6'-0" FOR 1-DAY5 AFTER GROUTING, STRUCTURAL NOTES ALL I VI 1S TO BE Fb=2950 P51 MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. • ALL EXTERIOR WALLS TO BE CON51DERED SHEAR RE515TIN6 COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA G.G- VERIFY MEDICINE GABINET5 W/ BEVELED EDGES AT ALL SATH5 PAVER DRIVE / LEAD WALK NOTE: G.J.: RECOMMENDED I MA50NRY CONTROL JOINT. ■ INDICATES I or, A INDICATES 2 15 \\o 3V' H. CONTINUOUS 42" H. q°� U- 3/4" PLYWD, o w 0 GRASPABLE LOW WALL �\ KNEE WALL DECKING GARAGE FRAME WALLS RAILING (OPT, RAILING) C N� f� M BEAMSEAM—� LINE OF 6'-a" MIN. \� ! HEAD CI EARMCE V • FLOOR SYSTEM Now ..N.. FLOUR 1 � SYSTEM ® °o 0 � i \ zQr 10.0011 2x STRINGERS— (TYP.) 36" H. RAILING STORAGE I" NOSING �- UNDER (TYP.) STAIRS 2x TREADS ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH 8301 AND TABLE 8301.5 PER FS.C.R - 6TH EDITION (2011). Ix RISERS (TYP.) Il TREADS AT 10.00" EACH STAIR SECTION 6CALE: 1/4" - 1'-0" STAIR NOTES: RAILING DAL USTER5 SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL 5 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 END5 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTI-cTION ENCLOSED ACGE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE Wl Ill INCH GYPSUM BOARD PER F.S.C.R. - 6TH EDITION (2011) 8302.1 AND 8302.11 T� G.G. VERIFY TOP OF TILE TILE TU WRAP INTO NICHE G.G. VERIFY LOCATION TYP. SHAMPOO NICHE SEE FLOOR PLAN FOR EXACT LOCATION AA 3A2 MAIN FL_OOF: STF U(--TLIF:AL- L EEGEND �l a" K0. BLOCK FILLED W10) 05 BAR OVER a" v - PRE-ENGINEERED CONCRETE LINTEL FILLED W I) 15 BAR, IA - a" K.O. BLOCK FILLED W/(U #5 BAR CUNT. OVER 8II COMMON BLOCK COURSE OVER a" FRE -ENGINEERED CONCRETE LINTEL W/(I) 15 BAR, GROUTED SOLID. 0- a" PRE-ENGINEERED CONCRETE LINTEL FILLED W/(I)'S BAR �3 - 8" L INTEL5 SHALL BE FILLED, 5ELOW a" KO. BLOCK FILLED AND REINFORCED WKI F5 BAR ® - PROVIDE (4) 2x4 STUDS W/ (U 3IMP60N HITT4 CONNECTOR5 AT BASE. O5 - PROVIDE (3) 2x6 5TUD5 W/ (U SIMPSON HTT4 CONNECTORS AT BASE. 6 - PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2"055 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 61MP50N L5TAI5 STRAP, THE JACK-5TUD5, IN TURN, MUST 5E TIED TO THE 50TTOM PLATE WITH (2) SIMPSON H25 CLIPS. • EXCEPT A5 NOTEP ABOVE, WOOp HEADERS IN LOAp BEARING WALL5 SHALL BE 2 -PLY 2x6 12 5YP W/ I/21105B FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) SIMPSON L6TAI2 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP30N 1-12.5 CLIPS. PROVIDE TEMPORARY SNORING AT MID -SPAN OF LINTEL5 LONGER THAN 6'-0" FOR 1-DAY5 AFTER GROUTING, STRUCTURAL NOTES ALL I VI 1S TO BE Fb=2950 P51 MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2X12 U.N.O. • ALL EXTERIOR WALLS TO BE CON51DERED SHEAR RE515TIN6 COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA G.G- VERIFY MEDICINE GABINET5 W/ BEVELED EDGES AT ALL SATH5 PAVER DRIVE / LEAD WALK NOTE: G.J.: RECOMMENDED I MA50NRY CONTROL JOINT. ■ INDICATES I or, A INDICATES 2 15 \\o R-YALUE (MIN.) FRAME WALL5 (WHERE APPLICABLE) q°� U- CLG. INSULATION o w 0 , IQ KNEE WALL e 30 GARAGE FRAME WALLS R 13 ti C N� f� M HATCHING LEGEND LOAD BEARING WALL INSULATE WALL R - Value Chart WALL CONSTRUCTION R-YALUE (MIN.) FRAME WALL5 (WHERE APPLICABLE) R 13 CLG. INSULATION R 3a MA50NRY WALLS R 4.1 KNEE WALL e 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES JOB NUMBER 27002.304 CAD FILE NAME LOT 159 T13 ISSUED 09-07-17 REVISED 04-03-18 z a r DAVIS SEWS DESIGN GROVP 4� TANWA • L7ENVEIZ EST. 1994 -� x C N� f� M Nn ®CD ! • rd Now ..N.. x Q • ® ED ® °o 0 zQr JOB NUMBER 27002.304 CAD FILE NAME LOT 159 T13 ISSUED 09-07-17 REVISED 04-03-18 iii err 16 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.70,4842 FLIT 52683 - C]A4 28035 - Paul D. Kidwell, RE, - I TILREFIY CERTIFY THAT` I HAVE REVI&ED THE ATTACHED DE51GN'AND FIND IT` TO BE IN COMPLIANCE H II I'ECTION K30I OF THE FLORIVA WILDING CODE, RE5IDENNAL ('lh EDITIC4. THE ENGINEEK HA5 NOL FEVIEPIED THE FRE- EN6INEEK1-D 7F'U55 FV,NVP. I.A'fOVT 10 DET`ERMINE ANY LOAD GEARING CCNDIilONS AND RESERVES THE RIGHT TO MAKE ANT` CHAIIH5 AFTER iKU55 LOAD INFORMATION IS JJFPLIEV 10 THE LNE.111EL-R. SEALED FOR 5 H U6 ZE ONLY z a r DAVIS SEWS DESIGN GROVP 1.50 Srn rE Sr1LL'G r EAST OL.DWAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TANWA • L7ENVEIZ EST. 1994 -� iii err 16 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Florida 33563 813.70,4842 FLIT 52683 - C]A4 28035 - Paul D. Kidwell, RE, - I TILREFIY CERTIFY THAT` I HAVE REVI&ED THE ATTACHED DE51GN'AND FIND IT` TO BE IN COMPLIANCE H II I'ECTION K30I OF THE FLORIVA WILDING CODE, RE5IDENNAL ('lh EDITIC4. THE ENGINEEK HA5 NOL FEVIEPIED THE FRE- EN6INEEK1-D 7F'U55 FV,NVP. I.A'fOVT 10 DET`ERMINE ANY LOAD GEARING CCNDIilONS AND RESERVES THE RIGHT TO MAKE ANT` CHAIIH5 AFTER iKU55 LOAD INFORMATION IS JJFPLIEV 10 THE LNE.111EL-R. SEALED FOR 5 H U6 ZE ONLY • TI TLE • MAIN FLOOR PLAN NOTINC STAIR SECTION DETAILS • • TI TLE • MAIN FLOOR PLAN NOTINC STAIR SECTION DETAILS r— L M 23'-0" 65'-411 36'-411 REFER TO SHEET 2AI I FOR MAIN FLOOR PLAN NOTES 9��oi�►lllr�a 0 �r �r o 0 <r L1 •� ~ O 70 G6� d� n °• J ° •aae 0 �I11lII N� f9 � r ® N� �r u, /A C h yi o�C� Q LL rn' — I J I I s- ---J M 23'-0" 65'-411 36'-411 REFER TO SHEET 2AI I FOR MAIN FLOOR PLAN NOTES 9��oi�►lllr�a 0 o 0 9'.L5.1800 FAX W W W.DAVISI3EWS.COM 0 •� ~ O 70 G6� d� n °• J ° •aae 0 �I11lII N� f9 � ./':ALE: 1,411 ,I-/AIIZA2 JOB NUMBER 4 27002,J04 CAD FILE NAME LOT 159 TB ISSUED 0g-07-17 REVISED 04-03-18 _ ' TITLE • MAIN FLOOR PLAN DIMENSI o 9'.L5.1800 FAX W W W.DAVISI3EWS.COM 0 X e (0 N� f9 � ® N� �r /A C h yi o�C� LL rn' 4 0 tQh o z Q 4-0 s JOB NUMBER 4 27002,J04 CAD FILE NAME LOT 159 TB ISSUED 0g-07-17 REVISED 04-03-18 _ ' TITLE • MAIN FLOOR PLAN DIMENSI 9'.L5.1800 FAX W W W.DAVISI3EWS.COM "I't\Ml'A • T�ENVER EST. 1994 99�! oil INN Vortex Engineering, LLC. 607 S, Alexander St„ Suite 103 Plant City, Florida 33563 813,704,4848 FL4 58683 - COA11 88035 — Paul D. Kidwell, RE. -- I HEREBY 6ER11FY THAT I HAVE PEVIEHED WE ATTACHED DE$IrN, AW FIND IT TO DE IN GUNIRL IMICE HIM EF(IrVt R301 GF HE FLGRIDA IXILDINO (IJUE, FLSIDLNTIAL 15th EPMC;O V. HIE ENVIIEEP. HA', NOT REVIEWED THE PRE- E10IHELFE0 TRUE h1ANUF. LA( VT 10 LVERMIHE ANY LOAD eL'ARINO COWAII0R5 AND RESERVE5111E RIE41T TO tfA1:E AN'( 6HAN6E5 AFTER IRU55 LOAD INFORMAHON IF,SUPPLIED To THE EIIGIIZER. SCALED FOR 5(RUOTUf�C ONL'( 1 s • I�1�VIS �3EWS DESIGN GROUP 150 S'I'ArE S"IIZEEC EAST' OLDSMAK, FI.OKIDA 34677 813.9"LS .1300 TEL.L.j U Ao L ONS • q pi- ii['111 ° SHEET • s ALL EMERGENCY ESCAPE AND RE5CUE OPENIN65 SNALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). N 0 I 1 I 2x4 2x 9x 1 2x4 FRAME WALL FRAME WALL FRAME FRAME �I 011 1' 011_ WALL^ WALL � O iW r O ` 3050 F.G. 3050 F.G. O HD. AT 1'-8" FLUSH FRAME ND. AT 1'_311 � 7 VALVE TILE �C ABV. 2ND F.F. TO FURRING ABV. 2ND FF. �nOW'R SHAMPOO NICHE BELOW v CL G. , 141. A? H. 80.4811 AFF. G.C. VERIFY i ENC( LOG. AND QUANTITY BEDROOM 3 2-46-8 TEMP. GL. 12'-6"x11'-0" /Gf�)EN LOFT 9'-0" FLAT CLG. 0. BATH 2 11'-0"x14'-4" TEMP. GL.ENCL. IW 9'-0" FLAT CLG. 91.011 ON 42" H. LOW WALL CLG. �> I CPT. TILE y lb gl_/All tp�� M.G. CLG, 3611 H. 31 qll J G I A/ I c' CONTINUOUS 4211 H. CLG. `�' �C� �� 11nnr J'_VJ II (2) I-ox6-5ik, GRA5PABLE LOW WALL 24" H. A/C 1 CLG. R/5 �LOW WALL RAILING PLATFORM ? 5x6 -a v 2 oxb 3 2-4X6-3 — — —1 `' u> v1\1 I DO v c R/� — — LLL `v d u, L 110.2 5 -0x6 -a r — 2-6x6-5 I I 4711 H, PROVIDE BI -PASS U, LOW WALL PAN AND DRAIN SECOND SUITE i I CLL. UNDER A.H)J. r x ) CLG. 15'-0"x14'-8" — J n 9'-0" FLAT CLG. -Lu BEDROOM 4 13,-6"x11'-0„ —1 9'-0" FLAT CLG. 1 BATH 3 9'-011 7 9'•0" x � � CLG. Qi 1_ CLG. I �_ I 1 ui o Mc. ::e �Ts Cle- I I U> 6 3050 V. HD. AT 11 -SII * EGRE55 3050 5H. PROVIDE 1.0 O HD. AT 1'4' PAN AND DRAIN 24" N. A/C O UNDER A.HJJ. PLATFORM 11-011 AN x r ----------1- AA 35E O TYPICAL WOOD FRAME CONNECTOR5 AT BA5E. WINDOW SCHEDULE - PROVIDE (3) 2x3 5TUD5 IN lU 61MP50N NTT4 DESIGN GPOVP WINDOW WIDTHS O - PROVIDE 2 -PLY 1,15" x 12" LVL BEAM NAILED Nh 2011 2411 3611 IU 511 `FV JACK-5TUD5 AT EACH END WITH (2) 51MP50N N! Q�r�i EDGE5 AT ALL BATHS 10 - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 05B FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT V) EACH END WITH (1) 51MP30N L5TAI2 STRAP. REFER TO 5HEET 252 WINDOW CALL -OUTS FOR UPPER FLOOR r PLAN DIMEN51ON5 o rr r� �Q 0 2011 l at a F , 201a F.G. 3015 F.G. 4015 FS, Lu ::D = 2411 1a20 FG, 2020 F�j. 3020'r6. 4020 F.G. J 0 3o 11 v 1030 6H 2030 5H 3030 6k1 4030 511 H 4a'1 0 1040 6H 2040 5H 3040 6H 4040 5H z 0011 1550 5H 2050 5H 3050 511 A050 5H 1211 1000 6H 2000 5H 3000 511 4060 5H G.C. VERIFY ROUEN OPENINCi5 FOR ALL WINDOW5, Lu WINDOW 517E5 AND INSTALLATION MAY VARY PER O MANUFACTURER AND 6PECIFICATION5. Z o REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (51NGL E NUNGa6W, CASEMENT- CSMT, OR FIXED GLA66- RG) ALL EMERGENCY ESCAPE AND RE5CUE OPENIN65 SNALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). N 0 I 1 I 2x4 2x 9x 1 2x4 FRAME WALL FRAME WALL FRAME FRAME �I 011 1' 011_ WALL^ WALL � O iW r O ` 3050 F.G. 3050 F.G. O HD. AT 1'-8" FLUSH FRAME ND. AT 1'_311 � 7 VALVE TILE �C ABV. 2ND F.F. TO FURRING ABV. 2ND FF. �nOW'R SHAMPOO NICHE BELOW v CL G. , 141. A? H. 80.4811 AFF. G.C. VERIFY i ENC( LOG. AND QUANTITY BEDROOM 3 2-46-8 TEMP. GL. 12'-6"x11'-0" /Gf�)EN LOFT 9'-0" FLAT CLG. 0. BATH 2 11'-0"x14'-4" TEMP. GL.ENCL. IW 9'-0" FLAT CLG. 91.011 ON 42" H. LOW WALL CLG. �> I CPT. TILE y lb gl_/All tp�� M.G. CLG, 3611 H. 31 qll J G I A/ I c' CONTINUOUS 4211 H. CLG. `�' �C� �� 11nnr J'_VJ II (2) I-ox6-5ik, GRA5PABLE LOW WALL 24" H. A/C 1 CLG. R/5 �LOW WALL RAILING PLATFORM ? 5x6 -a v 2 oxb 3 2-4X6-3 — — —1 `' u> v1\1 I DO v c R/� — — LLL `v d u, L 110.2 5 -0x6 -a r — 2-6x6-5 I I 4711 H, PROVIDE BI -PASS U, LOW WALL PAN AND DRAIN SECOND SUITE i I CLL. UNDER A.H)J. r x ) CLG. 15'-0"x14'-8" — J n 9'-0" FLAT CLG. -Lu BEDROOM 4 13,-6"x11'-0„ —1 9'-0" FLAT CLG. 1 BATH 3 9'-011 7 9'•0" x � � CLG. Qi 1_ CLG. I �_ I 1 ui o Mc. ::e �Ts Cle- I I U> 6 3050 V. HD. AT 11 -SII * EGRE55 3050 5H. PROVIDE 1.0 O HD. AT 1'4' PAN AND DRAIN 24" N. A/C O UNDER A.HJJ. PLATFORM 11-011 AN x r ----------1- AA 35E UFFER FLOOR STF_I,lGT1JRAL 1_ErEND O - PROVIDE (3) 2x4 5TUD5 W/ (1) 6IMP50N NTT4 CONNECTOR5 AT BA5E. s x a ro w - PROVIDE (3) 2x3 5TUD5 IN lU 61MP50N NTT4 DESIGN GPOVP G.C. VERIFY MEDICINE O - PROVIDE 2 -PLY 1,15" x 12" LVL BEAM NAILED Nh TOGETHER W/ l2) ROWJS OF 16d NAILS AT 12" O.G. CA51NET5 W/ BEVELED FROM EACH FACE, ANCHORED TO DOUBLE .-� EST. 1994 c <<1 JACK-5TUD5 AT EACH END WITH (2) 51MP50N N! Q�r�i EDGE5 AT ALL BATHS 10 - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 05B FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT rc Q ® = P co m EACH END WITH (1) 51MP30N L5TAI2 STRAP. REFER TO 5HEET 252 0 FOR UPPER FLOOR r PLAN DIMEN51ON5 o rr r� �Q UFFER FLOOR STF_I,lGT1JRAL 1_ErEND O - PROVIDE (3) 2x4 5TUD5 W/ (1) 6IMP50N NTT4 CONNECTOR5 AT BA5E. s x a ro w - PROVIDE (3) 2x3 5TUD5 IN lU 61MP50N NTT4 DESIGN GPOVP CONNECTOR5 AT 3A5E. O - PROVIDE 2 -PLY 1,15" x 12" LVL BEAM NAILED Nh TOGETHER W/ l2) ROWJS OF 16d NAILS AT 12" O.G. W W W.DAVISBEWS.COM FROM EACH FACE, ANCHORED TO DOUBLE .-� EST. 1994 c <<1 JACK-5TUD5 AT EACH END WITH (2) 51MP50N N! Q�r�i M5TA30 5TRAP5. 10 - PROVIDE 2 -PLY 2x12 NO.2 5YP BEAM W/ 1/2" 05B FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT rc Q ® = P co m EACH END WITH (1) 51MP30N L5TAI2 STRAP. EXCEPT A5 NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2 -PLY 2x6 12 5YP W/ 1/2" 053 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH lU 6IMP60N L5TAI2 5TRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WIiH (2) 51MP50N H25 GLIP5. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN V-0" FOR 1-DAY6 AFTER GROUTING. STRUCTURAL NOTES ALL LI/L'5 TO BE Fb-2950 P51 MIN. ALL WOOD LOAD BEARING HEADER5 TO BE (2) 2X12 U.N.O. • ALL EXTERIOR WALL5 TO BE CON5IDERED SHEAR RE515TIN6 COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA NOTE: ROE= LINE5 CHANGE W/ ALT. ELEVATION5, REFER TO ROOF PLANS ON SHEETS 3B, 3C, 3D, 3E, AND 3F FOR CORRESPONDING ROOF LINE5. CLEAR OPENING WEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR SURFACE BELOW, THE L%E5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HAL L NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F,B.C,R. - 5T14 EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, (WHERE PROVIDED, 6HALL SHALLCOMPLY WITH THE REQUIREMENT5 OF A51M F 20W PER F.B.G.R. - 5TH EDITION (2014) 8312.2 UPPER FLOOR PLAN NOTES s d DAVIS BEWS s x a ro w DESIGN GPOVP c N0) 150 STATE STPLEEf EA51' OLDSMAR, FLORIDA 34677 Nh 813 - 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. .-� EST. 1994 c <<1 N! Q�r�i REMY _J La rc Q ® = P co m 0 IBM (dnO r o rr r� �Q • JUB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-18 a1� i11 �d� Vortex Engineering, Ll..0 60/ S, Alexander St„ Suite 103 Ptan t City, Florida 33563 813,704,4342 FL11 52683 - COAB 28035 - Paul D. Kidwell, P,E, - I HEREDY 6ERTIFr THAT I ViAVE REVIEWED NIE A1TA6HED DESIGN, AND FIND IT TO EE IN 60HPLIAN(E HIR( SE6110N RAI OF THE FLORIDA EWILDIN6 60GE, RESIDENTIAL 15th EDIT ION). THE E116INEER I1A5 NOT REVIEWED WE WE - ENGINEERED TR755 MAMF, LAY"f TO DETERIINE ,Wr LOAD DEARII6 Colll)1110145 ANP PEr`LkVES RIE FLIEAIT TO MAKE AW GIAN6=•E5 AFTER TRUES LOAD INFORMATION 15 SUPPLIED 10 THE EN6INEER. SEALEF) EOR 5MUGTURE ONLjY DAVIS BEWS DESIGN GPOVP 150 STATE STPLEEf EA51' OLDSMAR, FLORIDA 34677 813 925 .1300 TEL 813 - 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. .-� EST. 1994 c <<1 a1� i11 �d� Vortex Engineering, Ll..0 60/ S, Alexander St„ Suite 103 Ptan t City, Florida 33563 813,704,4342 FL11 52683 - COAB 28035 - Paul D. Kidwell, P,E, - I HEREDY 6ERTIFr THAT I ViAVE REVIEWED NIE A1TA6HED DESIGN, AND FIND IT TO EE IN 60HPLIAN(E HIR( SE6110N RAI OF THE FLORIDA EWILDIN6 60GE, RESIDENTIAL 15th EDIT ION). THE E116INEER I1A5 NOT REVIEWED WE WE - ENGINEERED TR755 MAMF, LAY"f TO DETERIINE ,Wr LOAD DEARII6 Colll)1110145 ANP PEr`LkVES RIE FLIEAIT TO MAKE AW GIAN6=•E5 AFTER TRUES LOAD INFORMATION 15 SUPPLIED 10 THE EN6INEER. SEALEF) EOR 5MUGTURE ONLjY Q 4; �r Q 541.41, 901 -All 1gt+,liilfff�o,�, . LL L i_ 1 <C wa 150 STATE STKElti f EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 1 -F -L., 813.925.1800 FAX W W W.L)AVISBEWS.COM TAMPA L7ENVEIZ. O�Y O'OOJO • � / h/ bpd!! CY111I �0` NOTE: ROOF LINES CHANGE W1 ALT, ELEVATION5, REFER TO ROOF PLANS ON 6HEET5 313,3C, 31), 3E, ANP 3F FOR CORRESPONPIN(S ROOF LINES. UPPER FLOOR PLAN DIMENSIONS 11 1 • JOB NUMBER 27002.304 CAD FILE NAME L 0 T 159 T8 ISSUED 09-07-17 REVISED 04-03-18 • s i_ X 150 STATE STKElti f EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 1 -F -L., 813.925.1800 FAX W W W.L)AVISBEWS.COM TAMPA L7ENVEIZ. e N w c N0) Nh �r Pw 0 h li rn 00 =�-0 tion 'ar > w h /f� o C'I� rQnn s • JOB NUMBER 27002.304 CAD FILE NAME L 0 T 159 T8 ISSUED 09-07-17 REVISED 04-03-18 • s 211111 Ads �ff� Vor tex Engineering, LLC, 60/ S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704.4842 FL4 52683 - CBAII 28035 - Paul B. Kidwell, P.E. - I HEF.EV CERTIFY WAr I HAVE RL -VIEWED THE Al TACH@D DE516N, AND FIND IT rO EE IN C0MFL1,',%E HIIII SEOTIGN RZI OF THE FLORIDA EUILDINFi COVE, RESIDENTIAL (5th EDITIOW. THE ENGINEER IIAS NOr REVIEWED WE FRE- ENCINEERED 1RU55 MANUF. LA'fOUr ro DEIERPlR,E ANY LOAD L'EARIIIE CONDITION5 AILD RESERVES WE RICHT TO MAKE AM' CHANCES APIER TR65 LOAD INFORMATION IS %%LIED TO THL UOMEER. �,-5EALEO FOR 57RUGTURE ONL'( i_ DAVIS BEWS DESIGN GROW 150 STATE STKElti f EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 1 -F -L., 813.925.1800 FAX W W W.L)AVISBEWS.COM TAMPA L7ENVEIZ. ESI'. 1994 211111 Ads �ff� Vor tex Engineering, LLC, 60/ S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704.4842 FL4 52683 - CBAII 28035 - Paul B. Kidwell, P.E. - I HEF.EV CERTIFY WAr I HAVE RL -VIEWED THE Al TACH@D DE516N, AND FIND IT rO EE IN C0MFL1,',%E HIIII SEOTIGN RZI OF THE FLORIDA EUILDINFi COVE, RESIDENTIAL (5th EDITIOW. THE ENGINEER IIAS NOr REVIEWED WE FRE- ENCINEERED 1RU55 MANUF. LA'fOUr ro DEIERPlR,E ANY LOAD L'EARIIIE CONDITION5 AILD RESERVES WE RICHT TO MAKE AM' CHANCES APIER TR65 LOAD INFORMATION IS %%LIED TO THL UOMEER. �,-5EALEO FOR 57RUGTURE ONL'( 11/2" THICK SAND FINISH t l e°....... A 4 KEYSTONE i LLI f ; (IF APPLICABLE) //���i moi*' � •• RAISED SAND FIN13H Will ///7'— TEXTURED BANDING X Ld _U UA 3/411 THICK NOTE: TH15 DETAIL 5NOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THIGKNE56 15 TO BE DIFFERENT IT WILL BE CALLED ED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REOUIREMENTS TO BE PER F.B.G.IZ - 5TH EDITION (2014) R103o.1 AND ASTM C 100. THICKNE55 OF TEXTURED FIN13H OVER FRAME APPLICATION TO 5E PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM G 920. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIC HT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISNED FLOOR OF THE ROOM IN WHICH THE WINDOJ 15 LOCATED, OPERABLE SECTIONS OF WINDOW5 SHALL NOT PEF�MIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENIN65 ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REUUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 022 6 1L5'�IINGLE12 ROOF/ I G.C. VERIFY o 12L5HINGLE FASCIACALL-OUT ROOF J PLT. HT. _ (TYPICAL)-\ - PLT, NL A 4" BANDING -----__ (TYP.) —' FmW. x 5411 H. STUCCO L STUCCO �. G D_ORATIVE I' 4" W. x IVE H.--- FINISH FINISH FIXED 5HUTTER5 DECORATIVE � Ea FIXED 6TIUTTER5 _ r 4" BANDING (TYP.) 12 12 12 6 J SHINGLE SHINGLE �o SECOND FF. LINE _ ROOF ROOF SECOND FF. LINE st T.OM. T.OM. 311 BANDING —�- 3" BANDING 611 BANDING COACH 4" BANDING � LIGHT `r TEXTURED ❑ E El 1:117:1 El E//—TEXTUREDFINISHFINISH E 171 El El E 171 F1 E f E 1:1 El E El El 1:1 MAIN FF. LINE _ 0 — MAIN FF. LINE I TI GRADE L INE 411 BANDING GRADE LINE (A55UMED) DOOR SURROUND (A59JNED) FRONT ELEVATION SCALE: 1/4" - I'-011 t l e°....... A 4 i LLI f ; X //���i moi*' � •• J• v -III Nco Will 6 1L5'�IINGLE12 ROOF/ I G.C. VERIFY o 12L5HINGLE FASCIACALL-OUT ROOF J PLT. HT. _ (TYPICAL)-\ - PLT, NL A 4" BANDING -----__ (TYP.) —' FmW. x 5411 H. STUCCO L STUCCO �. G D_ORATIVE I' 4" W. x IVE H.--- FINISH FINISH FIXED 5HUTTER5 DECORATIVE � Ea FIXED 6TIUTTER5 _ r 4" BANDING (TYP.) 12 12 12 6 J SHINGLE SHINGLE �o SECOND FF. LINE _ ROOF ROOF SECOND FF. LINE st T.OM. T.OM. 311 BANDING —�- 3" BANDING 611 BANDING COACH 4" BANDING � LIGHT `r TEXTURED ❑ E El 1:117:1 El E//—TEXTUREDFINISHFINISH E 171 El El E 171 F1 E f E 1:1 El E El El 1:1 MAIN FF. LINE _ 0 — MAIN FF. LINE I TI GRADE L INE 411 BANDING GRADE LINE (A55UMED) DOOR SURROUND (A59JNED) FRONT ELEVATION SCALE: 1/4" - I'-011 • JOB NUMBER 27002.74 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-18 X 1313 . 92S . 1800 FAX W W W.UAV1S13EWS.CUM TAMPA L7ENVEFZ ro w Nco N0) 0//� V, V/ Q) C.) Ch mom w J r L a Q c 0 FERN X00 E Qat za,! In (n W • JOB NUMBER 27002.74 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-18 111 111 111 ods 111 111 Vortex Engineering, LLC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL4 52683 --COM 28035 - Paul D. Kidwell, PE, - I HERE©( CERTIFY TINT I HAVE REVIEWED THE AITAGIZE) DE5I6N, AND FIND IT TO E7E IN COWLIAHGE WITH SECTION 8301 OF THE FI-6RIDA BUILDING CODE, RE5IDENTIAL, (51h EDITION). THE ENGINEER HAS IIOi REVIEWED THE FRE- EN6INEEKED TRU55 HANJF. LAYOUT TO DETERMINE AN't LOAll E_RIN6 CONDI TION5 AND REEERVE5 THE RIrHT TO I'WE ANY CNANE+E5 AFTER 11. LOAD INPORI1A1ION 15 ELFPLIED TO Ni[ ENGINEER. 5EALED FOR 5TRUC.TUBE ONLY 1 DAVIS � E1NS DESIGN GIZOVP 150 STATE S'CR.EET EASLn Tol�slwvt, FLal�n :377 £313.925.1300 TEL SHEET INCLUDED ELEVATION - "TRADITIONAL" 3A1 1313 . 92S . 1800 FAX W W W.UAV1S13EWS.CUM TAMPA L7ENVEFZ ----=--� �-�-.� EST. 1994 111 111 111 ods 111 111 Vortex Engineering, LLC, 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813.704,4842 FL4 52683 --COM 28035 - Paul D. Kidwell, PE, - I HERE©( CERTIFY TINT I HAVE REVIEWED THE AITAGIZE) DE5I6N, AND FIND IT TO E7E IN COWLIAHGE WITH SECTION 8301 OF THE FI-6RIDA BUILDING CODE, RE5IDENTIAL, (51h EDITION). THE ENGINEER HAS IIOi REVIEWED THE FRE- EN6INEEKED TRU55 HANJF. LAYOUT TO DETERMINE AN't LOAll E_RIN6 CONDI TION5 AND REEERVE5 THE RIrHT TO I'WE ANY CNANE+E5 AFTER 11. LOAD INPORI1A1ION 15 ELFPLIED TO Ni[ ENGINEER. 5EALED FOR 5TRUC.TUBE ONLY 1 DAVIS � E1NS DESIGN GIZOVP 150 STATE S'CR.EET EASLn Tol�slwvt, FLal�n :377 £313.925.1300 TEL SHEET INCLUDED ELEVATION - "TRADITIONAL" 3A1 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 )F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN jk BRG, HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A SEE NOTE #2 WALL SHEATHING )ODEN )ING SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE a" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I i 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 - PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING tTEMPORARILY FOLD UP WEATHER RESISTIVE BARRIER & SECURE RFS�Sr S1�P WEATHER RESISTIVE \5l BARRIER �g �i SILL PLATE (SEE DETAIL B ��PC 10� 2 FOR OPTIONS) � P� --CORNER PATCH TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUCTIONS: FLASHING WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE G 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 i EXTERIOR SHEATHING SILL PLATE 1 � FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL i 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" ISHEATHING W/ I BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK) SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. I i 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TYPICAL FLASHING AT BALCONY TEXTURED CEMENT PLASTER FINISH ZU14 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 8703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/HAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED REVISED x ro Ur0 C) to DAVIS BEWS DESIGN GROVP r ®_j Jc O co �.�1� EST. 1994 F �_ a �(7rn s® N� m c\l cl °LL • o 0 '�= am O 0 C0 E L wcu ..., N � J 41 °- ZN�� JOB NUMBER 27002.000 CAD FILE NAME FL ISSUED REVISED z 7--1 DAVIS BEWS DESIGN GROVP 150 STA'F•E STREET EAST' OL.DSN A FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �.�1� EST. 1994 F �_ 6HEATHIN(5 TEXTURE FINISH COAT BROWN COAT 5CRA'rCH COAT SELF -FURRING LATH TWO LAYERS WRI3 WEEP SCREED TERMINATE SELF ADHE5IVE FLA506 AT LOWER N05E OF M.W.W.5, SELF ADHESIVE FLASHING MA6CNRY E31OCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICALS / COMPATIBILITY SELF ^nueoen n neuinin DO NO BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING[—J\ DRIP EDGE FASCIA WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM J WALL BY 6101ST AND UP YV !1fl SEAL TOPS OF 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 SU�BFL�OOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" FLASHING PER - I r -A I UMCU, PAIN MANUFACTURES EXTER, WALL Al' SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF BY PLAN LOCATIONS) _ AT ENTRY SHIN TEXTURED PAINTED EXTERIOR WALL FINIS HOLD EXTERIOR %'" FINISH 2" ABOVE �c'� "y" : •'; ROOF FLASHING r.:'� ; �-_ °''"^' `•`:� Ali%;;";r •.,:;; CAULKING». r;:�. ,. �..>.:•:i:.:•. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN, 6" ABOVE FLASHING -\ 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING - / % GALV.'L' FLASHING TYPICAL. -ROOFING r •ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 crm) SELF-ADHEREQ FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER \ WIRE LATH mum SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT\ NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING \; SCORED ` RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 6�1 SELF -ADHERED FLASHING INSIDE CORNER EXTERIOR GLE OVEk FLASHING W/ TAR i 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED FLASHING PER ADHESIVE TO BE APPLIED UNDER / FLASHING JAMB & HEAD DESIGN GROVP THRESHOLD OF DOOR AND RETURN SPECIFICATIONS FLASHING, SEE 813 925 .1300 TEL UP JAMB 6". USE LIQUID NAIL BRAND ROOF MATERIAL PER SEE DETAIL SHINGLES W/ TAR OR EQUAL WEATHER PROOF CAULKING 1 NOTE: THIS DETAIL IS REQUIRED WP01V ( ) Q COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. ®® roc v �h SELF -ADHERED FLASHING, s ' O o-' Co EXTEND A MINIMUM 6" ° h ZN� VERTICALLY FROM BOTTOM OF THRESHOLD / \ / SECTION -A (SEE DETAIL WP02) \ SELF ADHERED FLASHING / r ( I SELF -ADHERED NAILING FLANGE FLASHING =' SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** (SEE DETAIL NP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" FLASHING PER - I r -A I UMCU, PAIN MANUFACTURES EXTER, WALL Al' SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIF BY PLAN LOCATIONS) _ AT ENTRY SHIN TEXTURED PAINTED EXTERIOR WALL FINIS HOLD EXTERIOR %'" FINISH 2" ABOVE �c'� "y" : •'; ROOF FLASHING r.:'� ; �-_ °''"^' `•`:� Ali%;;";r •.,:;; CAULKING». r;:�. ,. �..>.:•:i:.:•. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN, 6" ABOVE FLASHING -\ 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING - / % GALV.'L' FLASHING TYPICAL. -ROOFING r •ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 crm) SELF-ADHEREQ FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER \ WIRE LATH mum SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT\ NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING \; SCORED ` RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 6�1 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION - - CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL v GLE OVEk FLASHING W/ TAR i CONT. GALV. "L" - FLASHING PER x / MANUFACTURES DESIGN GROVP SPECIFICATIONS Uo r0 lQ 813 925 .1300 TEL OVER ROOF ROOF MATERIAL PER TAMPA • CUENVER. SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. ®® roc v �h BEAUTY STRIP ROOF SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION - - CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL TYPICAL ROOF TO WALL FLASHING DETAIL METAL DRIP EDGE TO r UNDE UNDER AYMENTAT 9pT O� C'QO Fp ROOF EAVES - O� 0�ROO\ `2 S' �P O y�N op�a �H pp���� a,. r'0 RAKE METAL DRIP EDGE TO BE OVER _-_ °� z� 5 LINE VALLEY BY CENTERING 36" WIDE 14' - 2 EAVES UNDERLAYMENT AT � `- � - CERTAINTEED WINTERGUARD GABLE ENDS - j @ -FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' =- /UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. EXTEND THE SHINGLES OVER % SAVE T' PIECES THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EMBED EACH SHINGLE IN A 2" COURSE USED. DO NOT NAIL WITHIN 6" OFA WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. \ ' ' CUT 2" DIAGONALLY OFF UPPER CORNER OF % TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM / \ VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 718" CEMENT PLASTER *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED Fl SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 1 - 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 CUTAND CAULKED ALL BUTT JOINTS NEED 'TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING ILS FLASHING PER i MANUFACTURES SPECIFICATIONS x OVER ROOF DESIGN GROVP SHINGLES W/ TAR Uo r0 lQ 813 925 .1300 TEL �— SHINGLE PER R�OpE \� CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL METAL DRIP EDGE TO r UNDE UNDER AYMENTAT 9pT O� C'QO Fp ROOF EAVES - O� 0�ROO\ `2 S' �P O y�N op�a �H pp���� a,. r'0 RAKE METAL DRIP EDGE TO BE OVER _-_ °� z� 5 LINE VALLEY BY CENTERING 36" WIDE 14' - 2 EAVES UNDERLAYMENT AT � `- � - CERTAINTEED WINTERGUARD GABLE ENDS - j @ -FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' =- /UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. EXTEND THE SHINGLES OVER % SAVE T' PIECES THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EMBED EACH SHINGLE IN A 2" COURSE USED. DO NOT NAIL WITHIN 6" OFA WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. \ ' ' CUT 2" DIAGONALLY OFF UPPER CORNER OF % TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM / \ VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 718" CEMENT PLASTER *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED Fl SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 1 - 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 CUTAND CAULKED ALL BUTT JOINTS NEED 'TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING ILS /08 NUMBER 27002.000 CAD FILE NAME FL ISSUED REVISED i DAVIS BEWS x DESIGN GROVP LSO SrATE STR_= EASE Uo r0 lQ 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.C:OM TAMPA • CUENVER. _ ESI'. 1994 V/ •2��m own N i N �oL. ®® roc v �h ' O o-' Co r00�}:N oro h ZN� /08 NUMBER 27002.000 CAD FILE NAME FL ISSUED REVISED SHEET FL211imm&' i DAVIS BEWS DESIGN GROVP LSO SrATE STR_= EASE OLDSMAR, FLORIDA 34671 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.C:OM TAMPA • CUENVER. _ ESI'. 1994 SHEET FL211imm&' 11/211 THICK Z, SAND FIN16P KEYSTONE IIF APPLICABLE) RA15ED 5AND FINIS; TEXTURED BANDING L U \ i'1 1X11 � .L 3/411 THICK NOTE: TH15 DETAIL 5;0105 THE TYPICAL THICKNE55 OF ALL RA16ED TEXTURED FIN16H BANDING AND SAND FINISHED KEY5TONE5 (WHERE AFPL IGABL E) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION RE0IREMENT5 TO BE PER F.BC.R. - 5TH EDITION (2414) R103,' ] AND ASTM G 100. THICKNE55 OF TEXTURED FINIS; OVER FRAME APPLICATION TO DE PER F,Bf,.R. • 5T; EDITION (2414) R143.'0.2 AND A5TM C 920. TYP. CROSS-SECTION OF RAT -SED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" , 11.0" I I I I I I 6:12 I I I I I I I 00 I _ 6:12 00 I � Z XTURED FINIS; �l 150 STATE, STKEEC EAST OLDSMAR, FLORIDA 34677 813. 92S. 1300 "FEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LUENVER 111 191 It x ------ �\---------- cd , 12 -------------------- 1 r C M U)LL L, it Q . r— _i.0, o -i---------� 6:12 ( ro 0-< � 6:12 I I I I I F • I I Q) -L I I I I I I I I I I I I I I ROOF PLAN CI EAR OPENNG HEWT6 IN Dlkl I TNG UNITS, II NES 1;E OPENING AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABUVE THE FINISNED GRADE OR SUFTFACE 5ELOW, THE L OWET PART THE CLEAR OPENING OF THE (WINDOW 5;ALL DE A MINIMUM OF 24 INGNES ABOVE THE FINI5;ED FLOOR OF THE ROOM IN WIHIC; T;E WINDOW 15 LOCATED. GPERA51 E 5EGTION5 OF WIND9I6 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55 6', OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INGNES OF THE FINISNED FLOOR PER F.C.R. • 5TH EDITION (2414) 8312.2 WINDOW FALL FIREYENIIGN DEVICE5 AND (WINDOW 0AR05, WHERE PROYIDED, SNAL L COMPLY WITH THE REG UIREEMENT5 Crr A5TM F 2090 FER F.B.C.R. • 5TH EDITION (2414) 83122 UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1603 SQ, FT. / 300 = 5,34 SQ. FT. X 144 = 769 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 384,72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 384,72 SQ, IN. ACTUAL SOFFIT VENTILATION = 877.1 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ, IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ, FT, / 300 = 1.76 SQ, FT. X 144 = 254 SQ, IN, HALF AT UPPER 2/3 ROOF VENTS = 126,96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = I HALF AT LOW SOFFIT / EAVE VENTS = 126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 381.3 SQ, IN, a GIRDER- 12 GIRDER TRU55 \ ROOF TRUSSES TRU55 12 AT 24" U.G. — 12 6� , (TYPICAL) C LOFT ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ G 2 -STORY ❑ C1 GIRDER 6 12 VOLUME - BR. II II II o Q TRU55 D �� �� �� ❑ TH no Of// 0111 LI FLUOR SYSTEM -- Q -FLOOR 5Y5TEM---- BEAM DINING 2 CAR GARAGE u KT GATHERING noon nn SECTION AA SCALE: I/a" - 1'-0" 12 12 a6 0 SHINGLE ROOF J PLT, NT_ GONG. LINTEL D0 SHINGLE /- ROOF PLT. HT. ZTT �- �TUGGO FINIS;/� FINIS; 7 w SECOND F.F. LINE SECONDFF. LINE_ SECOND FF. LINE_ g — /� D TEXTURED E E - - --- C� FINISH l Q MAIN FF. LINE GRADE LINE -`�' (A55UNED) PLT. HT. SHINGLE/ 12 ROOF LS;INGLE12 6 ROO `'o F LEFT E 5CALE: 1/0" - I'-011 STUCCU—�� T„ FINISH TEMP. SECOND FF. LINE T.O.M. TEXTURED -� FIN15H MAIN FF. LINE GRADE LINE (A55UMED) 0 � 66HINGL E 12 ROOF;/- / PL T. NT. Z,TUCCO? * FINISN7 5ECOND FF. LINE T.O.M. EFI— ❑ tr i FINISN TEMP. MAIN FF. LINE t i 1 5CALE: I/a" - 1'_0" I? 6F I? HINGE �6 L 12 4ROCr� PLT. HT. 1U000Z ow 12FINISN f SECOND FF. LINE _ O;INGLE a1,r SECOND FF, LINE 5ECOND FF. LINE - T.OM. 21_411 TE /� ZZEXTURED -TEXTURED XTURD FINISN 7 FINI5> f FINISN 7 MAIN FF. LINE GRADE LINE -� (A55UMED) -TEXTURED FINISN J f F' `o\g01111111/1// 00 Q) w �Q U 6 Z XTURED FINIS; �l LEFT E 5CALE: 1/0" - I'-011 STUCCU—�� T„ FINISH TEMP. SECOND FF. LINE T.O.M. TEXTURED -� FIN15H MAIN FF. LINE GRADE LINE (A55UMED) 0 � 66HINGL E 12 ROOF;/- / PL T. NT. Z,TUCCO? * FINISN7 5ECOND FF. LINE T.O.M. EFI— ❑ tr i FINISN TEMP. MAIN FF. LINE t i 1 5CALE: I/a" - 1'_0" I? 6F I? HINGE �6 L 12 4ROCr� PLT. HT. 1U000Z ow 12FINISN f SECOND FF. LINE _ O;INGLE a1,r SECOND FF, LINE 5ECOND FF. LINE - T.OM. 21_411 TE /� ZZEXTURED -TEXTURED XTURD FINISN 7 FINI5> f FINISN 7 MAIN FF. LINE GRADE LINE -� (A55UMED) -TEXTURED FINISN J f F' `o\g01111111/1// r di V0, lL \Y ^ -'C t < a �Q U 6 DAVIS SEWS DESIGN GROVP 150 STATE, STKEEC EAST OLDSMAR, FLORIDA 34677 813. 92S. 1300 "FEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LUENVER 111 191 It ZVI SECOND FF. LINE TOM._ _ f,, MAIN FF, LINE GRADE LINE (A55UMED) PLT. HT. a SECOND FF. LINE L MAIN FF_LINE • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-15 DAVIS SEWS DESIGN GROVP 150 STATE, STKEEC EAST OLDSMAR, FLORIDA 34677 813. 92S. 1300 "FEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LUENVER EST. 1994 x ® cd N00 1 r C M U)LL L, it Q . ® ® _i.0, o ( ro 0-< � [�fr L4(>JU Q) -L r • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-15 �1® TIM Vortex Engineering, LLC, 607 S. Alexander Sl., Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - CUAB 28035 - Paul D Kidwell, RE, - I HERE©f CERTIFY THAT I HAVE REVIEWED INE ATTACHED DE516N, AND FIND IT TO EE IN r0l'tF'LIAICE WITH EECfI0P1 REGI OF IHE. PLOFJDA MILDWG COVE, RE5IDENI IAL (5th EDITIC'IV. THE ENr>INEEF: HA, NOT F'EVIEWED IPE FRE - ENGINEERED 111,U 6 MAFNF. LAYOUT f0 DE FERMINE ANY LOAD L+EARING 60i DI NONfi AND RESERVE5 711E RI(Al' TO MAKE ANY CHA76E5 AF(Ek 18155 LOAD INFORMA HON L EHF'FLIED TO WE EIi5i EER. SEALED FOR 5TRUGIURE ONLY • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION DAVIS SEWS DESIGN GROVP 150 STATE, STKEEC EAST OLDSMAR, FLORIDA 34677 813. 92S. 1300 "FEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LUENVER EST. 1994 �1® TIM Vortex Engineering, LLC, 607 S. Alexander Sl., Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - CUAB 28035 - Paul D Kidwell, RE, - I HERE©f CERTIFY THAT I HAVE REVIEWED INE ATTACHED DE516N, AND FIND IT TO EE IN r0l'tF'LIAICE WITH EECfI0P1 REGI OF IHE. PLOFJDA MILDWG COVE, RE5IDENI IAL (5th EDITIC'IV. THE ENr>INEEF: HA, NOT F'EVIEWED IPE FRE - ENGINEERED 111,U 6 MAFNF. LAYOUT f0 DE FERMINE ANY LOAD L+EARING 60i DI NONfi AND RESERVE5 711E RI(Al' TO MAKE ANY CHA76E5 AF(Ek 18155 LOAD INFORMA HON L EHF'FLIED TO WE EIi5i EER. SEALED FOR 5TRUGIURE ONLY • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 0 DUPLEX CONVENIENCE OUTLET FLOOD 05. '\7 k DUPLEX OUTLET ABOVE COUNTER PRE WIRE WEATHERPROOF DUPLEX OUTLET — — — -- — — — — — — P k F, GROUND FAULT INTERRUPTER DUPLEX OUTLET COMBO - SQUARE D I REFER TO FLOOR HALF-5WITCHEQ DUPLEX OUTLET PLAN FOR NOTED MAIN p15G. FCD SPECIAL PURPOSE OUTLET / I \ ® CHIMES (OPTIONAL) DUPLEX OUTLET IN FLOOR DINING 2 CAR GARAGE O PUSHPUTTON SWITCH (OPTIONAL) 220 VOLT OUTLET © CARBON MONOXIDE DETECTOR WALL SWITCH � I 1.3 THREE-WAY SWITCH ■� J r so c SMOKE / CAW MONO, COMPO DETECTOR FOUR-WAY SWITCH / \ STD, LIGHT I OPT. FAN \ $ D DIMMER SWITCH G.C, VERIFY LOCATION OF I </ F} ci I CEILING MOUNTED INCANDESCENT LIGHT FIXTURE THE 4105TAT \� c� I GARAGE DOOR OPENER WALL MOUNTED INCANDESCENT LIGHT FIXTURE I i LANAI ;O, RECESSED INCANDESCENT LIGHT FIXTURE W.P. \ _� {mac LIGHT FIXTURE WITH PULL CHAIN 4J LU) 0) u TRACK LIGHT I c> FLUORESCENT LIGHT FIXTURE W.P. (I I) G.F.I. EXHAWTFAN METER COMBO - SQUARE D ;O. EXHAUST FAN/LIGHT CONDINATION REFER TO FLOOR PANEL PLAN FOR NOTED MAIN p15G. ELECTRIC DOOR OPERATOR (OPTIONAL) (VERIFY \ ® CHIMES (OPTIONAL) DINING 2 CAR GARAGE O PUSHPUTTON SWITCH (OPTIONAL) I © CARBON MONOXIDE DETECTOR =@7- O m W 04 so SMOKE DETECTOR ■� J r so c SMOKE / CAW MONO, COMPO DETECTOR 1 I F< TELEPHONE (OPTIONAL) G.C, VERIFY LOCATION OF M TELEY16ION (OPTIONAL) ci I KEYIE55 PAD FOR THE 4105TAT E® c� I GARAGE DOOR OPENER M ELECTRIC METER I oaf Z AML ELECTRIC PANEL W.P. r -� DISCONNECT SWITCH 4J LU) 0) SPEAKER (OPTIONAL) RW -51 -1 -IN FOP, OPT. CEILING FAN </> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES' L ---J L.___ 1. PROYIpE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED FLOOD LT5. (2) AIG ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. PRE -WIRE p15CONN. 2. UNLESS OTHERWISE INDICATED, INSTALL 6WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHTS ADOYE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE...14" (UNLESS ADV COUNTERTOP) TELEVISION... 14" 3. ALL SMOKE DETECTORS SHALL DE HARDWIRED INTO AN ELECTRICAL POIER SOURCE AND WALL DE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROWS, DINING ROOMS, LIVING ROOMS, PARLORS, LI13RARIE5, DENS, SUNROOMS, RECREATION ROON5, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF RECEPTACLES PER N.E. 2011406.12 AND 40'0.13 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RE5PON5113ILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH REPA.10, N.E.C. 2011, F.B.C.. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1, EVERY BUILDING HAVING A FOSSIL -FUEL-DURNING 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 DUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY DACKUP, CoMDINATION SMOKE/CARBON MONOXIDE ALARMS SHALL DE LISTED OR LADELED DY A NATIONALLY RECOGNIZED TESTING LABORATORY. PREWIRE FOR WALL SCONCE W/0 SWITCH . / I GATHERING ROOM,// G G 00 ,// W/ FAN / \ OPT. / FA UP TO FANI LIGHT REC, CAN WALL MOUNT LIGHTS 4D AT 8'-8" i SD ROUGH -IN FANWL GHT / OPT.I I O I </ \% OWNERS SUITE I I , OWNER S BATH I 110V zz, IN TRAY I L — — rth PREWIRE FORI LIGHT WALL SCONCE W/ MAKE-UP SWITCH HORIZ. MAIN DISCONNECT -- METER COMBO - SQUARE D REFER TO FLOOR PANEL PLAN FOR NOTED MAIN p15G. AMPS. REQUIRED SERVICE BY POWER COMPANY 4/0 ALU. CABLE -UP A/C s OF WINDOWS / j PANEL AT 48" PENDANT -� EST. 1994 (VERIFY \ _ LOCATION) DINING 2 CAR GARAGE I i ROUGH -IN FOR OPT. </ J FAN/LIGHT STUDY DISC, TYP.14 AND '12 COPPER TO INSIDE ~LIGHTS AND OUTLETS PANEL X10 COPPER TO WATER HEATER "S COPPER TO RANGE N COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED TO FOOTING STEEL -0] amii �. 1111,'_ 11 1 gil NOTE: ELECTRICAL MATERIALS AND IN6TALLATION5 SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY, MICROWAVE VENT HOOD AND OUTLET +14"--\ [MICRO TO EXTERIOR GF.I. GF.I. GRI. GF.I. OIIOV ABY. CABINET G.C. VERIFY SWITCH I — \ �,I I ;'- , BELOW SINK Q, KITCHEN G.C. VERIFY LOCATION OF (12) WALL SCONCES AND SWITCHES GF.I. GRI. _ AT 48" Al 32° GF.I. / f FOYER \ PENDANT (VERIFY LOCATION)- ) W.P. GF.I. FOR T.Un. SERVICE 1`05l1TTON FOR GA. OPENER GF.I,AT48" L_.__ ------ V W.P. GF.I. I PANEL— BATH PORCH I \ HALF G .I. LAUN,- - - - - - - -1 -UP COACH LIGHT GFT COACH AT 48" LIGHT FLOOD ITS. / PRE WIRE G.C. VERIFY ALL SMOKE DETECTORS TO DE HARD -WIRED ELEC. 200 AMP GF.I. qD j PANEL AT 48" 150 STATE 5m -EE: r EAST OLDSMAK, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.D"ISBEWS.COM TAMPA • DENVER. -� EST. 1994 IRRIG. x ro --------- N� 2 CAR GARAGE ® 111 1 1 =@7- O m W 04 ■� J r La (nLL Q I L. Lm V LL .f 0 ® G.C, VERIFY LOCATION OF ci I KEYIE55 PAD FOR E® c� I GARAGE DOOR OPENER Q h I oaf Z 1`05l1TTON FOR GA. OPENER GF.I,AT48" L_.__ ------ V W.P. GF.I. I PANEL— BATH PORCH I \ HALF G .I. LAUN,- - - - - - - -1 -UP COACH LIGHT GFT COACH AT 48" LIGHT FLOOD ITS. / PRE WIRE G.C. VERIFY ALL SMOKE DETECTORS TO DE HARD -WIRED JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-13 0 j o� 150 STATE 5m -EE: r EAST OLDSMAK, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.D"ISBEWS.COM TAMPA • DENVER. -� EST. 1994 x ro N� ® r O m W 04 ■� J r La (nLL Q L. Lm V LL .f 0 ® 0 E :"o E® Q h oaf Z r 4J LU) 0) JOB NUMBER 27002.304 CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-13 • TITLE • MAIN FLOOR ELEC. PLAN MAIN FLOOR ELECTRICAL PLAN. SHEET �lA `7 j DAMS BEWS DESIGN GROUP 150 STATE 5m -EE: r EAST OLDSMAK, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.D"ISBEWS.COM TAMPA • DENVER. -� EST. 1994 • TITLE • MAIN FLOOR ELEC. PLAN MAIN FLOOR ELECTRICAL PLAN. SHEET �lA `7 ELECTRICAL "T" � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50YE COUNTER fp WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH J4 FOUR-WAY MITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE i0. RECE55ED INCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORE5CENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) [J CHIME5 (OPTIONAL) C1 PU5H5UTT% SWITCH (OPTIONAL) cr CARSON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR 1 Q TELEPHONE (OPTIONAL) nvT TELEVISION (OPTIONAL) Qr THEF4105TAT rt ELECTRIC METER ELECTRIC PANEL P16CONNECT SWITCH SPEAKER (OPTIONAL) c 7 ROUGH -IN FOR OPT. CEILING FAN V J c, CEILING MOUNTED INCANDE5CENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT, CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.1) A5 INDICATED ON PL AN5 OR A5 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL 5WITCHE5 AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 6WITCHE5.... 4211 OUTL ET$.....1411 TELEPHONE ... 1411(UNLESS ABY COUNTERTOP) TELEV16ION... 1411 3. ALL 5MOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 50URCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CIRTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN5, 5UNROCM5, RECREATION ROCM5, CL05ET6, HALLWAYS, AND 51MILAR AREA5 WILL REQUIRE A COMBINATION TYPE AF•C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E1✓. 20114%.12 AND 406.13 5. ALL 15A AND 20A 120Y RECEPTACLE5 LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.G.I. PROTECTED (GF.D. 6. IT 15 THE RE5PON5115IL ITY OF THE LICEN5ED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL 6TANDARD5, CODES, AND ORDINANCE5. 1. EVERY BUILDING HAVING A F0551L-FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR IN51ALLED WITHIN 10 FEET OF EACH ROOM USED FOR 5L EEPING PURP05E5. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 5ERYED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARM$ SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G, GF.I -� ROUGH -IN FOR OPT. 0. BATH 2 HORFANLIGHT MAKE-UP I i LIGHT \ HORIX DOWN �MAKE-UP <� J DOWN TO TO SWITCH LIGHT SWITCHES / G.C. VERIFY LOCATION OF GF.I. J (4) RECE55ED CAN LIGHT5 0' o' ROUGH -IN �✓/i / FOR OPT. FANLIGHT � \ SECOND SUITE PREWIRE FOR WALL SCONCE W/ SWITCH lil E� / LIGHT MP I. I MITCH I \ I IN ATTIC PREWIRE FOR WALL 5CONCE W/0 SWITCH ROUGH -IN <\ \ FOR OPT. � FANLIGHT < � � • /PREWIRE LOFT�� (orc� u� SWITCH o / A.H.- DISC. I5D \ CM \ SD WALL MNT. A.H. DISC, BATH 3 HORIZ.— MAKE-UP LIGHT PREWIRE FOR WALL SCONCE W10 SWITCH —� /ROUGH -IN FOR OPT. FANLIGHT BEDROOM 3 SD I I � I WALL "�MNT. II ROUGH -IN FOR OPT. PREWIRE F -OR--/ FANLIGHT WALL SCONCE W10 /> SNITCH BEDROOM 4 PREWIRE FOR WALL SCONCE W1O SWITCH G.C. VERIFY LOCATION OF (12) WALL SCONCES --------------------- / I / I G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED j� • JOB NUMBER 27002.304 • CAU FILE NAME LOT 159 TB ISSUED 0,9-0/-17 REVISED 04-03-18 x DAVIS BEWS DESIGN GROVP 150 STATE STKEEt EAST OL.DSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F . -- NOD 0 rn ® Nhh V TTS V _ ' I r ColLa • s ■y� ro ®0 ��10 200 Qh C9 V • JOB NUMBER 27002.304 • CAU FILE NAME LOT 159 TB ISSUED 0,9-0/-17 REVISED 04-03-18 • TI TLE UPPER FLOOR ELEC. PLAN s • UPPER FLOOR ELECTRICAL PLAN SHEET DAVIS BEWS DESIGN GROVP 150 STATE STKEEt EAST OL.DSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F . -- • TI TLE UPPER FLOOR ELEC. PLAN s • UPPER FLOOR ELECTRICAL PLAN SHEET 41=411 FLOOR TRUSSES f:TiZi7��i��X�9 FRAMING FASTENER CAPACITY L E6END 1 51MP6ON MT5MI6, 20 • (1) IOd w/ (4)1/4" x 2 1/4" TITEN (TYP. O 20 TT 12 5IMP50N HIO (a) Sd X 11/2" (TYP. EYP FRAME) FRAME TO MASONRY) O SIMP50N META13-40 - (1)10d x 1.1/2" (TYP. FRAME TO MASONRY) 13 51MPSON MTS12 - (l4)10d I I/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) _ 6IMP60N M6TAM24 - (9)10d w/ (5)1/4" x 2 1/4" TI TEN (TYP. O 14 3IMP60N L5TA1a - (14)10d (TYP. FRAME TO FRAME) FRAME To MASONRY) N� ® ® SIMPSON LTT20B - (10)-10d + 1/2" x 10" A.B (TYP. FRAME TO 15 6IMP60N HTS?0 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA5/FRM ALL-AROUND) FRAME ALL-AROUND) O51MP50N HETA20 - (9)-10d x 1112" (TYP. 5YP FRAME TO to 6IMP50N 1-5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MASONRY ALL-AROUND) 0 6IMP50N HT T4 - (1) 5/8" dia. A.B. + I0-1' d BOLT IN SIMPSON SET 11 (2) 5IMPS0N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" )MIN.) INTO CONCRETE OR MASONRY K0, FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 51MP60N HT520 - (24)10d 1112" AT EA. STRAP (TYP. 5YP FRAME 01 51MP50N MGT - (U 5/a DIA. ATR + 22-10d. EMBED ATR 12" (MIN) INTO To FRAME) MA5ONRY K0. BLOCK SET IN 6IMP60N SET EPDXY. (TYP 2 -PLY 19 SIMPSON 5T6224 - (23) I' d (TYP. FRAME TO FRAME ALL-AROUND) TRU55 HEEL TO MASONRY) (39659 51MPWN MGT - (1) 5/0 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/a"2� (3) 51MP50N HT520 - (24)10d 1112" AT EA. STRAP (TYP. 5.Y.P. FRAME (MIN) INTO MASONRY KO. BLOCK SET IN SIMPSON SET EPDXY, TO FRAME) 0 6IMP60N MSTAM 30 - (4) I/4 x 2 1/4" TITEN TO BLOCK AND 1-10d21 (4) 5IMP50N HT620 - (24)10d I lall AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) SIMP5ON L GT3-5D5 2.5 (12) -6D61/4" x 2" INTO GIRDER AND (4) 3/a" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITEN5 INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3 -PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES �SIMP5ON HTT5 - (1) 5/0" DIA. A.B.+ 26-16d BOLT IN 6IMP50N SET �JEPDXY, EMBED A,B. 5" (MIN) INTO CONCRETE OR 12" (MIN.) INTO 24 SIMPSON HT611I6 - (b) 10d w/ (4)1/42 1/4 TITEN (TYP. 5YP FRAME TO MASONRY K0. BLOCK SET, (TYP, 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 00 51MPSON I•IGT-2 (2 ply member) -(2)3/4" DIA. A.B. + 16-10d EMBED A.D. 25 SIMPSON M5TCM40 W/ (14)•16d 51NKER5 AND (10) 4' x 2 411 TITEN INTO MASONRY K.G. BLOCK 12" (MIN) SET BOLTS IN 51MP60N SET SCREWS EPDXY. (TYP 5.Y,P. FRAME TO MASONRY) IMP50N M5TCM60 W/ 126) 11-A SINKERS Al ll4) I" • 2 I" I N � • ID d d E 11 3IMP50N'HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS x A.B. INTO MA60NRY K0, BLOCK 12" (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR 601-1- REFER HALLREFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2. CAPACITIES ARE AS PER 51MP50N STRONG -TIE CATALOG (C -C-2015), AND ARE PROVIDED FOR REFERENCE, SEE MANOR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURP05E5 ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER ra�5 DENIM Nus ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N -I AND SHALL BE COMPLIED WITH IN FULL, UNLE65 NOTED OTHERWISE: I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE 51MP50N META20 (AT EAG TRUSS / (1)1Od x 1-1/2" (UN.O.) 2: ALL 7W0 STORY MASONRY TO TRU55 CONNECTIONS TO BE 3IMP50N HETA20 (32" O.C.AXIS ) W/ (9)10d x 1-1/2" 0 SEE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED„) (UN.O.) 3. ALL FRAME TO TRU55 CONNECTIONS To BE 51MP50N H10A W/ (13)1Od x 1-1/2” OR SIMPSON HT620 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (UN.o.) 4, AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMPSON M5TC%0 MAY BE 6UB5TI(l1TED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY 5PECIFIC;ATION FOR LEDGE_F,5 (THE FOLLOWING SHALL APPLY UN.O.) LEDGER A (LA) - 2x4 PT W1 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTAE3LE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 U)/ (3) 0.131" x 3-1/2" RS. NAILS AT EA. STUD (Io" OC. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/3" DIA. x 3" A.o. AT 12" O.G. STAGGERED W/ 6IMP60N HU/HUC28 AT FACE ATTACHMENT OR HT510 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) 51MP50N 6D525600 SCREWS AT EA. STUD (lo" O.G. MAX.) W/ 51MP50N HU/HUC28 AT FACE ATTACHMENT OR HT5Io AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR SETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W1 5/a" DIA. x a" A.B. AT 12" O.C. STAGGERED W/ SIMP30N H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRU55 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W1 5/3" DIA. x 3" A.B. AT 24" O STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. LINO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THI5 IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRU55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2xa U1/ (4) SIMPSON 3D525o00 5CREW5 AT EA. STUD (lo" O.G. MAX.) UJ/ 511-1P50N HU/HUC2a AT FACE ATTACHMENT OR HTSIo AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS C OR D HU/HUC28-2 OR HU/HUC2a-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. INCLUDED SUITE TRUSS STRAPPING PLANS MWMAI. • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-18 • • `���titltrr� • `r O •• w i r < z°. I b'�: itI III �,� III III Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704,4842 Flit 52683 - CAII 28035 - Paul D, Kidwell, P,E, - I HEP.EDY CERTIFY THAT I HAVE FEVIEWEU IIIE ATTACHED DE51614, AMD FIND IT TO DG IN COMPLIANCE WIT}) SEGTICTI ESOT OF TIIE FLORIDA MIL DINC CGDE, RE5IVENTIAI (5[h EDITIGN). THE ENGIr1EER NA5 'OF REVIEPIFO THE PRL - ENc1NEEkED TRU55 PIANUF. l ATWT TO DETERMINE ANY LOAU MAR"AS OGNDI rIGN5 AND RESERVE5 rl IE RICHT TO `IAKt ANT' CHAN6E5 AFTER IRUS5 LOAU IkFGRhIATIGN 15 ))FELTED TO fIE ENGINEER. SEALED i=OR. STRUGI"UI?E ONLY Ar LwJ 2 5 8 2 4ab s x s N N0) N� ® e1 n LL O • �Q ® =P 0 °00 �Q� Z r 10 W • JOB NUMBER 27002.304 • CAD FILE NAME LOT 159 TB ISSUED 09-07-17 REVISED 04-03-18 • • `���titltrr� • `r O •• w i r < z°. I b'�: itI III �,� III III Vortex Engineering, LLC 607 S. Alexander St„ Suite 103 Plant City, Florida 33563 813,704,4842 Flit 52683 - CAII 28035 - Paul D, Kidwell, P,E, - I HEP.EDY CERTIFY THAT I HAVE FEVIEWEU IIIE ATTACHED DE51614, AMD FIND IT TO DG IN COMPLIANCE WIT}) SEGTICTI ESOT OF TIIE FLORIDA MIL DINC CGDE, RE5IVENTIAI (5[h EDITIGN). THE ENGIr1EER NA5 'OF REVIEPIFO THE PRL - ENc1NEEkED TRU55 PIANUF. l ATWT TO DETERMINE ANY LOAU MAR"AS OGNDI rIGN5 AND RESERVE5 rl IE RICHT TO `IAKt ANT' CHAN6E5 AFTER IRUS5 LOAU IkFGRhIATIGN 15 ))FELTED TO fIE ENGINEER. SEALED i=OR. STRUGI"UI?E ONLY Ar LwJ 2 5 8 2 GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE 1/0" STUGC'O OVER 1/10" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. FRE -ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRU55 MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR cC ONOMIC5. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFT -R TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER' OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE 8-5PON5131L ITV OF THE TRUSS MANUFACTURER. THE TRU55 ENGINEER. 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE C01--IPONENTS 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 .1 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 10 THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGE -5 AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. GONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION BEQUE5TED ABOVE HA5 BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMEL'r MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE M05T RECENT TPI CRITERIA, TRUSSES TO BE HANDL ED 4 INSTALLED USING MOST RECENT 3C5I RECOMMENDATIONS. T-MPORARY 4 PERMANENT BRACING 5HALL BE PER M05T RECENT BCSI RECOMMENDATION5 UNLESS NOTED OTHERWISE, OR, MORE STRINGENT CODE REQUIREMENTS APPLY. TRU55 ENGINEER 15 8E5P0N513LE FOR INDICATING ALL TRUSS TO TRU55 CONNECTORS. ALL C01 1PONENT5 TO BE DE5IGNED FOR 50TH GRAVIT'f 4 UPLIFT LOAD CASES, INCLUDING. BEAM COMPONENT5. • NOTE: UPON REVIEW, ENGINEER OF R -COED WILL PROVIDI= A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'5 REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE 15 A DIFFERENCE OF CONNECTOR 51`ECIFIGATION5 IN ANY OTHER PART OR PORTION OF THE PLAN SET, PRECAST CONCRETE COMPONENTS: • PRE:-CA5T 4 PRE-5TRE5SED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE-CA5T LIN-TELS HAVE BEEN RE -VIEWED 4 PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF CA5TCRETE LINTELS OR EQUIVALENT 15 REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONL 'T'. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER 15 RESPONSIBLE FOR THE VALIDIT'i OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER 15 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN IN5TALLED PER MANUFACTURER'S 5PECIFICA"RION5 SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED DY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THI5 INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, Dr'-- r'WALL 4 TRII-1- • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ lo" O.C. TO PROTECT FROM FAL LING HAZARD. • 1 4 2 STORY HOMES W/0 HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 GEILING5 TO BE 1/211 DRYWALL, • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/0" TYPE "X" DRYWAI I ALL FRAME GARAGE WALLS TO BE /2" DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A 50LID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILING5 TO BE I/a" STUCCO OVER 15/32" 058. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FA5TENERS FOR ASPHALT 5NINGL ES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAIL5, MINIMUM 12 GAUGE. 8905.2.5.) • SHINGI F UNDERLAYMENT: MIN. 300 FELT (OR PEAL 4 STICK) INSTALL ED P-2 MANUFACTURE Sr -^'ECS FrCR 905.2.-1. • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO 3E MIN. 20 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO 3E DONE Al ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE 5HALL BE 5ELF SUPPORTING. MA50N 5HALL PROVIDE ANGLE SUPPORT AT OPENINGS 5UGH THAT IT 5PAN5 THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE o"X1o"X3A5" STEEL ANGLE W/ 1/2" DIA. X 5" SIMP50N TITEN HD ANCHORS 'D 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER 3.1.A. 4 F.B.C. CRITERIA, OR BY OTH-R5. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/a" DIA. X 4" LAG SCR -WS 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER. SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.3C, CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES 5UPPO8T5, AESTHETIC FINISHES SHALL BE IN5TALLED IN ACCORDANCE WITH THE TM5 402/AGI 530/ASCE 5 AS ADPL ICA BL E. • VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRICK/5TONE IN5TAL CATION INFORMATION, AS BRICK/5TONE DESIGN IS BY OTHERS. • 5ECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE 5RIGK/5TONE SEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/o00 IN THESE AREAS FOR PURPOSES CF BRICK SUPPORT. • FOUNDATIONS HAVE: BEEN SIZED FOR THE ADDITIONAL D;= AD LOAD DU- TO 5RICi</5TONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 15 BY OTHE85. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FL ASNINGS WEEPS, CONTROL JOINTS, 4 ALL OTHER 3RIGK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MA50NRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS 5H^LL SE INSTALLEp PER MANUFACTURER'S SPECIFICATIONS 4 THE12 FLORIDA P20DUCT APP20VAI OR MIAMI/DAD- NOA. GENERAL STRUCTURAL NOTES: I. CODE5 4 REFERENCES: I.I. FLORIDA BUILDING CODE, RESIDENTIAL Stn EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (AGI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASCNRY 5TRJCTURES Cm 402/AGI 530/A5CE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN H4ND5CCK FOR MASONRY 5TFUCTURES (TMS 403) 1.4. AMERICAN SOCIETY OF CIVIL ENGINEER5 MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER 5TRXTURES (A5CE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 EFECTION OF STRJC-TURAL STEEL FOR BUILD LATEST EDITION. lo. DESIGN SPECIFICATION FCR LIGHT METAL PLATE CONNECTED WOOD TRU55E5 BY THE TRUSS PLATE IN5TITUTE (TPI) LATEST EDITION. I.I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTR.NCTICN (NDS) LATEST EDITION. I.S. AMERICAN PLYUJCOD ASSOCIATION DESIGN CCNSTFUCTICN GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DESIGN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF 5U FACE LIVE: 20 PSF ROOF SURFACE DEAD: -I PSF FOR Si-IINGLE OR METAL, 20 F°..F FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 PSF ATTIC WITH LIMITED 5TOR46E LIVE: 20 PF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 6TAIR5: 30 FSF 2.2. FLOOR LOADING: GENERAL LIVE: 40 PSF GENERAL DEAD: 15 PSF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 FF PASSENGER VEHICLE GARAGES LIVE: 50 PSF ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PoF SLEEPING ROOMS LIVE: 40 FBF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAIL 5: 200 PSF GUARDRAILS IN -FILL: 50 FeF STAIRS LIVE: 40 P6F 2.4. NOTES ALL FOOTNOTES AND LIMITATION5 LISTED IN THE FBCR TABLE R301.5 SHALL APPLY FOR FLOORING FINISH MATERIAL5 HEAVIER THAN S PPF AT ELEVATED FLCuR5, CONTACT ENGINEER FOR FFCCMh1ENDATION6 2.5. WIND LOADING SEE TABLE FOR CRITERIA 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL FRE5SURE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT 15 THE CONTRACTOR'S RE5PON515ILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 41 OFERATICN INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE 4 MINIMUM C TIF'RE551VE STRENGTH OF 250.0 psi @ 28 DAYS 4.3. REINFORCEMENT RE5AR5 A5TM AVGRADE 60 (UX0.) 4.4. WELD WIRE FABRIC (WJ,F A5TM Ai85) or FIBER MESH PER A5TM CI116 TYPE 111 4.13. USE 0.1% BY VOLUME MINIMUM (1.5 L55 / CU YD) 4.5. LAP SPLICES 4 HOY'AKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CON5TRUCTICN 4 MATERIALS SHALL CONFOF41 TO ALL REQJIREMENTS OF, "SPECIFICATION FCR MASONRY 5TRUCTURES (AGI 530.1/ASCE 6/TM5 002)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CGNGRETE INSTITUTE, FARI'1INGTCN HILLS, MICHIGAN: # THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE RrCOF-EMENT5 OF THESE CGNTIRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY 5TRtJCTURE5: 5.2.1, TESTING OF FIELD MATERIALS FOR GUALITY CONTROL 15 NOT IEOUIRED BY ENGINEER FOR THI5 PROJECT. 5.2.2. CCMPR551VE 5TRNGTH REQUIREMENT 15 F'm=1500 P5. 5.2.3, DETERMINATION OF CCMPRE551VE 5TRENGTH 15 THE ALLOWABLE 5TFE55 METHOD. 5.2.4. UNIT STF;P�ENGTH METHOD 15 NOT APPLICABLE, 5.2.5, QUALITY ASSURANCE 15 NOT APPLICABLE 5.2!. GROUT SHALL COMPLY WITH ASTM C410. GROUT SHALL BE 3000 PSI U. .0. 4 NAVE A SLUMP r�aNr.�E OF 8" -II", 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 F51 MIN. CONGRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, FRE -STRESSED TENDONS, 4 METAL ACCE55CRIE5 SHALL BE 60 KSI RF -BAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED GN PLAN SET. 5.3.5. STAINLESS STEEL 15 NOT APPLICABLE. 5.3.0. COATING FCR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.1. CORR0510N PROTECTION FOR TENDCN5 15 NOT APPLICABLE. 5.3.0. FR__E-5TR551NG ANCHOR -AGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 53.3. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTEL5 TO BE BY CA5T-CRETE UNLE55 NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES 4 CONDUITS ARE NOT APPLICABLE, 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSICN AND CONTROL JOINTS A5 INDICATED IN THE PLAN SET ARE RECOMI'1ENDATION5 ONLY, UNLESS CLEARLY DELINEATED AS "REOD,'1 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SH0JNN ON "THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE FROVI51CN5 OF TM5 402/ACI 530/A5CE 5. MASONRY CONTROL JOINT5 MAY BE INSTALLED IN ACCORDANCE WITH E/SI, HOWEVER ALTEINATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE 'STANDAR VERTICAL - UNKEYED CONTROL JOINT (3/67, AND 'MICHIGAN CONTROL JOINT'.. 0. U.00D FRAMING: 0.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 0.2. ALL LUMBER SPALL BE SOUND, SEASONED, 4 FREE FROM WAR. 6.3. FRAMING WALLS 4 COLUMN5 0.3.1. MINIMUM OF 3 FLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BE OR GIRDER TRJS5 BARING LOCATIONS. UNLESS NOTED OTHERWISE. o.3.2. NOT USED 6.3.3. NOT USED 6.3.4. ALL TRJ55 BRACING LUMBER SHALL BE 5.Y.P. '9 OR BETTER 0.3.5. INTERIOR LOAD BEARING (IF APPLICABLE) WALL5 STUD5 TO BE 5PACED ,@ lo" O.G. 4 51 -ALL BE S.Y.P. OR BETTER 0.3.6. TYPICAL AT ALL LOAD HEARING 5.Y.P. COMPONENT5, 12 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2Al2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE '2 GRADE UN.O, INTERIOR NON -LOAD BEARD WALLS SPALL BE UTILITY GRADE OR BETTER 0.3.0. INSTALL BLOCKING IN AL I WALL 5TUD5 OVER V-01@ MID-PEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALL5 � 41-0 O.C. AS SHOWN IN DRAWINGS. 0.3.9. ALL LOAD BEARING WALLS SHALL HAVE 5.Y.P. DOUBLE TOP PLATE5 4 SPALL BE FASTENED FER P/53. 50TTCM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COL UI- NS W/ REACTION LOADS OVER 5000" TO BE CONTINUOUS THRU TCP PLATE TO GIRDER 6.4. ALL LUMBER IN CONTAGT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TFEATED OR NATURAL DURABLE WOOD, 6.5. FRE55URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. I1 -W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MASK LP -2. 0.6, ALL 5HEATI-IIW;i TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIP5 (MAXIMUM 24" O.GJ. (SEE FLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAIL IPG SCHEDULE. 0.6.1. ROOF: SPINDLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN / TILE, MIN. 1/2" THICK APA RATED SUPPORTED OVER 24" MAX SPAN. 6! .2. WALL: 1110" MIN. THICK 5UFFCRTED OVER 24" MAX SPAN, FLOCK CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX SPAN CERAMIC, TILE, MASE, ETC., SEE MANUFACTURERS RECOIMENDATION5. 6.1. ALL NAILING #BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE GF TIMBER CON5TRJr_TIGN RECUIREMENT5. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 0.0. ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMFSON STRONG TIME CO., USP, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL 'HOLES SHALL BE FILLED OR 45 PRESCRIBED BY THE MANUFACTURER 6.3. BRACING: TEMPORARY 13P4CING OF THE ROOF SYSTEM 5HALL BE INSTALLED PER 5C51 RECO IMENDATIONS 4 SPALL BE UTILIZED AS THE PEFMANENT BRACING FOR THE ROOF SYSTEM (UN.O.) 0.10. ALL WOOD FRONTING 5HALL BE IN COMPLIANCE WITH THE LATEST ND5 EDITION FOR WOOD CCN5Tnr_TION. 0.11. INTERIOR SHEAR WALL SHALL BE CONFFLCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTEW PER 10'/52, ATTACH TO SLAB WITH 1/211 DIA. x 10" A.B. 0 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMP'ON 5D525600 a 24" O.G. MAX. TO FLOOR TRU55_-"5 OR BL COKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE /w 24" O.C. AS PER DETAIL 'P/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WAT-R HEATER 4 ELECTRICAL PANEL . • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISGHARGE '@ LEAST 1'-0" FROM BUILDING SIDEUJALLS. • IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISER5 4 SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING 5IDEWALL5. • TERMITE PROTECTION SHALL BE: PROVIDED 151 REGISTERED TERMITICIDES INGLUDING 501L APPLIED TERMITICIDE5, BAITING SYSTEMS, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER APPROVED ME THOD5 LABELED FOR PREVENTATIVE TREATMENT FOR NEIU CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL UE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR 5UF35EQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM o MIL. VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUF R 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE:: OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE 155UED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUIL DINT HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 1 AI,U5 OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING 5PcGIFIGATION FOR BUCK ATTAG HIMENT (THE FOLLOWING SHALL APPLY UN.O.) • IF Ix - ATTACH WINDOW THROUGH BUCK TO MA50NRY/WOOD FRAMING, IF 2x - ATTACH TO 2x BUCK. • IF 2x - ATTACH TO MASONRY w/ 1/4" x 3" MASONRY ANGHOR5 a 12" O.C. w/ MAX. o" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOMI.I SHALL APPLY UN.O.) • VORTEX ENGINEERING, LLG. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH ED., AND 15 NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (1,E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER, SPECIFICATION FOR ANCHOR 5OLT5 (THE FOL LMING SPALL AFFLY UND) • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5", • ALL 1/2" DIA. OR 5/S" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 511 . • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 0", • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF V. • 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 TH05E DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. SPEC, SGATION FOR LANL)INC->:S 4 STAIp, CONSTRUCTION (TIE FOLLOWING SHALL APPLY U.N.O.) • ALL 5TRINGERS TO BE 2-2X12 ''2 5YP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPE FLOOR LEVELS WITH 51MPSON LSC HANGER. • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: •• MASONRY/GONG. WITH 1" DIA X 3" TAFCON5 AT 0" O.G. STAGGERED ALONG THE LENGTH OF THE 5TRINGER (USE PT AT MA5./GONG.). •• WOOD WITH (4) 0.131 X A" NAIL5 AT EA. STUD MIN. (lo" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS . •• ALL STRINGERS 1W/'DI.0 3" SPRINGING AFROM TAP UN5 12U SURFACE SHALL TERMINATE ATA 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• �0 WOOD ATTACH W/ 0.131 X 32" NAILS AT S" O.G. TO TRU55/JOI6T/ OR BLOCKING BELOW. •• ATTAGN STRINGER TO FOOT WITH (2) 0.131X31" TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 #2 5YP, MIN. v lo" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 32" TOE NAIL5 FROM EACH JOIST TO KNEEWALL TOP PLATE. .• LEDGERS ERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAIL5 AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• a" X 3" TAPCON5 '@ 0" 0,(--. STAGGERED v MA50NRY/C0NCRETE ATTACHMENT. to ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAI • THE SPECIFICATION LISTED ABOVE OR MINIMUM 5PEC5. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBG TABLE R301.5 4 SECTION 8312. * * * * * x * * * * x x =r "FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE 'FLORIDA BUILDING CODE, RE51PFNTIAL VOLUME, 5TH EDITION (2014)." ULTIMATE WIND SPEED (Vult) NOMINAL WIND SPEED (Volt) RISK CATEGORY WIND EXPOSURE INT. PRESSURE COEFF. MAX. MEAN ROOF HEIGHT 141 MPH 109 MPH _ II +/- 0.18 ENCLOSED 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF © 10 SOFT + 28.8 - 117.9 PSF © 20 SQFT -P26.7/-109. PSF © 50 SQFT + 22.5/- 100.1 PSF 100 SQFT + 20.4/- 92.4 PSF ENGINEERING, LLG, OR ANY CON5TRUGTION WALL @ 10 SQFT + 50.0/- 67.0 PSF © 20 SQFT + 46.6 /- 62.7 PSF © 50 SQFT + 44.9 /- 57.2 PSF © 100 SQFT + 42.4 - 55.5 PSF © 500 SQFT -I- 37.3/- 41.5 PSF GARAGE DOOR 8' WIDTH +_44.6/-49.7 PSF 10' WIDTH + 43.9 /- 49.2 PSF \<; 0 UvJ 12' WIDTH -P 43.2/- 48.6 PSF 16'+ WIDTH -I- 42.2 /- 47.8 PSF CHART IS IN "ULTIMATE" PRESSURES. "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END CONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSION5 IN FIELD AND REPORT ANY DISGREPANGIE5 TO ENGINEER PP.IOR TO 5TARTIN6 ANY WORE. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON GOMPLETION OF THE PROJECT. USE OR COPY 15 PERMfrTED t3Y CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CON5TRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERE5TED PARTIE5 IN THE PROJECT. IF BOUND SPEGIFICATION5 ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY \<; 0 UvJ rr_; +• ° l , 01 •, *. d� '�rrr e� tea° z u-pU LL Lu n� Z 1 O � oz LL p7U��1 CCiIIL Iq�� � _'rl lll 4U l-- Lu s o iE ti �s) - i mm m 2D >w J� Cly LENIN DATE w_3/0-17 SCALE NoTELD DRAWN Mr'</PDK JOB Sheet content: Structural Notes Sheet number,: N1 141 - 0 PRE- ENGINEERED WOOD 12 TRUSSES �@ 24" 0/C UPLIFT CONNECTOR (SEE TRU55 (TYP.) 9EE ELEV. SHEET FOR SCHEDULE) 51MPSON 5P2 1@ EA 5TUD lAo" APA RATED SNEATHIN SEE SCHEDULE FOR FASTENING DOUBLE 112X11 5.P.F• TOP PLATE IS,°\ 3 RADE 40 G- RADE 0 E3AR 51ZE BEND DIAMETER LENGTH LAP 5PLIGE BEND DIAMETER LENGTH LAP 5PLIGE EXECU(EfJ FROM THESE PLAN5 WITHOUT THE EXPRESS APPF.OVAL OF VORTEX IIAII IMI IIr-0 IIDII IIAII IIAII ILII IIDII 03 I1/a 41/4 1 ° ` 4.I 1' a 41/4 91/4 _vI A d i` " �\ 13 :2-31/ 2 4:2-1/2 'i1l d ei I d aJ1d 20 ° _ aJ°�' q, v -2-I/2 > till . a`P .1I � ; v . J 3-1/t '� ° IId' v° ' .. y1II d. °'' v V •', lI�I. d; 4. d ,�� i °_ a' I 3 3/4 a 1/16 14 4J 4 1/2" a 1/16 la 1/2 LAP SPLICE EMBEDDED STD. 90° HOOK STD. 180° HOOK 16 1/2 35 10" MIN. -— °'� .:r` K.O. CMU BOND - — �` :1'---- _._ — BEAM EMBED ACI s STD. NOOK IN BOND BM. 5 BAR VERTICAL WALL REINF. GROUT CELLS 50LID SEE PLAN FOR LOCATIONS 45 DOWELS SEE PLAN FOR l LOCATION LAP 25" MIN. CLEAN OUT EMBED AGI- 0'-0" FINISHED STD. NOOK IN's d " FLOOR FOOTING 2X4 PT STUDS I6" O.C. OR d';' l d ; rRIGKE'T A5 " a .. ..:' �' FOOTING SEE FOLJNDA'TION (1)2X4 PT STUD /@ 24" O.C. UNDER COMMON TRUSS W/(2) REQUIRED 2X4PT 5TUD5 UNDER NIP -CARRIER/GIRDER TRU55 SIMP60N SPI a EA. STUD \__MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2" DIA.x611 A.B. @ 24" O.G. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 EA.STUD MOISTURE BARRIER a"X3"X116" K.O. BLOCK W/1 #5 CON 4 (I)5 VERT. IN GONG.FILLEp CELL FILLED W/2500 P51 GROUT W/ STD, 90° NOOK IN K.O. BLOCK HATCHING LEGEND NOTE: "AT 2x6 WALLS USE 6PH6 REM CONNECTORS IN LIEU OF INTERIOR LOAD SPH4 CONNECTORS 514OWN.FKneewall Above Masonry Wall Detail (4) 10d NAILS AT zxa WALLS USE SPH3 BEARING WALL (W/ r ^ IIF s 1 SCALE: NTS REQUIRED LAP 5PLIGE, EM3EDMEN•T, 4 HOOKED REINFORCING STEEL (INGNE5) 3 RADE 40 G- RADE 0 E3AR 51ZE BEND DIAMETER LENGTH LAP 5PLIGE BEND DIAMETER LENGTH LAP 5PLIGE EXECU(EfJ FROM THESE PLAN5 WITHOUT THE EXPRESS APPF.OVAL OF VORTEX IIAII IMI IIr-0 IIDII IIAII IIAII ILII IIDII 03 I1/a 41/4 1 15 21/4" 41/4 91/4 la 14 2 1/2 5 5/a 9 1/l 20 3" 5 5/a 12 12 24 05 3 I/a 1 II 3/4 25 3 3/4" 1 15 1/2 30 16 3 3/4 a 1/16 14 30 4 1/2" a 1/16 la 1/2 36 01 4 3/a 9 13/16 16 1/2 35 5 1/4" 9 13/1'1 21 3/4 42 ua to a" 11.25 24 3/4 43 9" 12.66 2a 54 ply ---- lay" 14.06 31 6� O11 �Q DATE 08-30-17 II" 15.46 341/4 66 PLAN FOR SIZES S MORE INFO. L Masonry Wall Reinforced Cell Detail S 1 SCALE: NTS 10" MIN. ' axa K.O. GUM BOND BEAM - - - - - - - w/ I- ^5 BAR CONT. PRE-ENGINEERED CONC. LINTEL w/1-#5 BAREMBED AT,;A STD. NOCK INS BAR `IERTICAL WALL REINF. BUND BM. GROUT CELLS SOLID SEE PLAN FLOOR INTO DBL UPLIFT) CONNECTORS IN U OF FOR LOCATIONS TRUSS TOP PLATE 5PH4 CONNECTORS SHOWN. 4 BRC. TRUSS BRG. FOR WALLS LARGER THANRebar La Embedment & Hook Schedule 2xa, USE SIMPSON 5PI'S ON 5EE PLAN SEE PLAN ' p' EACH SIDE OF STUD TO "J" BOL T W/ NUT WASHER )REFER TO S 1 SCALE: NTS NOTE: BOTTOM PLATE I SIMPSON DOOR MANUFACTURERS INSTALLATION f' r SP2'S ON EACH SIDE OF r r nl ^ ^ ^ 7F S DOWELS SEE PLAN FOR T, I• a EGET D REGARDLESS S lERT. Wr L INSTRUCTIONS FOR SPACING 3 SIZ) STUD BEARING OF HATCHING FASTEN EA. STUD STUD TO TOP PLATES. REINF. GROUT _ NOTE:, WALLS USE ^ , LOCATION LAP 2S MIN. WAIL SHOWN ON TO TOP PLATE w/ U.N.O." CELLS SOLID 2x6 P.T. JAMB UPLIFT CONNECTOR —~�, CONNECTORS IN LIEU PO o PLANS, WALLS ^rr ^^ r r rr EMBED AGI Cl�AN OUT INTERIOR LOAD (5EE PLAN FOR I ^ SIMPSON SPN4 w/ TRUSS 5HE_T FOR •-' rr BEARING W^LI 51ZE) 5YP 2x4 MIN. THAT SUPPORT 12-10d NAILS °� r • � (SEE TRU55 5r1�"_T � — �_ SPN4 .ONNZ .TORS SHOWN. r i GOOF TRUSSES ADDITIONAL STRAPPING 6 NOTL °° ^ ^ ^ FOO NOOK IN (W/O UPLIFT) 5TUD5 lo" 0/G MANUFACTURERS FOR SCHEDULE) CONNECTORS N LIEUUOF FOOTING COI LIMNS Q "NOTWITHSTANDING MANUFAG '^ 5PH4 CONNECTORS SrIGIUN. _ 0'-0" FINISHED EITHER SPECIFICATIONS, JAMB &HALL BE 2xro DIRECTLY OR —STUD BEARING WALL (5EE MIN. 4 SHALL BE ATTACHED TO THE ^ ;a::'.: ' ",:::': F OUR INDIRECTLY GARAGE TO - ^ MASONRY/CONCRETE w/ 1/2" DIA. x 3° DBL• TOP PLATE COMMON NAILS EA. STUD d 2�8 USESIMPSONSP1 S ON e, a:' '. ' FOOTING SEE FOUNDATION PLAN PLAN FOR SIZE) S1'P 2xa MIN. GARAGE TO HOUSE WALLS, \ 5TUD5 lo" O/G A.B. AT 24" U.G. STARTING 9" MAX. ARE TO BE INSULATE PER a �- 1/2" GYP. BOARD EACH SIDE OF STUD TO a+` 1/2" DIA. x a" HOUSE WALLS, BUILT AS ^ ^ I/2" IA. x ?" TITEN HD 24" TRACK/E3RACKET 1/2" GYP. BOARD BOTTOM PATE 4 SIMP50N FOR ZES MORE INFO. FROM THE SLAB, U5r 2 DIA. WASHERS I ' CALLS/SPE..S D r TITEN HD a 4a" INSULATE PER BEARING WALL E r FASTEN PER MANUF. — MIN. AT EACH BOLT LOCATION. TRACK ^ Or. TOCK A MAX. UPLIFT Or 5P2 S ON EACH SIDE OF O.G. MAX (5EE CALLS/SPECS W/UPLIFT I ^ J SPECS. ATTACHMENTS TO THE JAMS ARE BY 2X S.Y.P. 0I 5TUD5 16"O.C. I : .,••a • :. , . • ' j 1500 B5. ON EAG TRU55 r r STUD TO TOP PLATE5. , FOUNDATION (1) SIMP50N 5PH4 (5EE FOUNDATION PLAN OR MANUFACTURER. THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA.ONO" PLAN FOR w/ 12-10d NAILS EA. TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS # WASHERS 'a 2'-0" INSULATION OR PER ENERGY L OGATION OR STUD (STRAP OR EXCEPTIONS) Gara e Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5,/5PEC5. N Masonr Column Lanai/Entry Detail EXCEPTIO S) NEEDED ONLY S 1 DOOR MANUFACTURER SHALL (REFER O FND a FLR PLN FOR S 1 P7 BOTTOM PLATE W/ROOF UPLIFT) SPT BOTTOM PLAT SCALE: NTS CONTROL. U.N.O," WALL THICKNE55) CONT. zX PT SOLE PLATE SCALE: NTs 1 0 -0 A 0'-0 pal 5YP TOP PLATE (1) SIMPSON SPN4 W/02) 10d J = - 4"GONG. SLAB. SEE COMMON NAILS EA. STUD #5 BAR TRANSITION —° r r <( STEEL ACI STD. J " -ice-FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR _' —I FOOTING SEE I I- - I d) —! K.O. CMU BOND - " 4.`'' ` NOOK (TYP) I - FOUNDATION PL AN MASONRY ATTACHMENTS THAT MORE INFO. � (L FOUNDATION PLAN FOR ' I— ,� EL `/ 0 -0 TOP Or SLAB (X (Y III I I SIZES •g MORE INFO. —III—III- FOR SIZES d MORE OCCUR A LINTEL USE 1/2" x o" ^�� r r BEAM INFO. THREADED ROD SET IN 5P4 a TOP — 0 SIMPSON SET EPDXY. Q — — — — __' 'a LL e i r Stud Part. Detail ��Load Brng Interior Stud Part. Detail - _ rB _oad Brng Infi r o _ •,I� e PLAN - Z S 1 SCALE: NTS u \SEE FOUND. • : S-1 SCALE: NTS W h U lift 2 a - r SEE r + �' • ..'4 T. WA REINF. t X S.Y.P. STUDS 16" O.C. U.N.O. LU FOOTING SEE _9 b `/ER LL R� NF. Without Uplift p _ lLl Fr - FOUNDATION PLAN FOR LOAD BEARING OR �_ `n 51ZE5 4 MORE INFO. ;� GLEAN d COMPACTED 501-. SHINGLE /TILE ROOF - SEE ELEVATION EXTERIOR WALL E 2 X 5TUD - (95% MODIFIED PROCTOR PER ASTM D1551) -5 BAR TRANSITION L PAGES FOR MORE INFO. FASTENING TO BE AS 12 PRE ENGINEERED WD STEEL AGI STD. T11 HOCK (TYP) PERM ,NUi -ACTURFRS SPECIFICATIONS. SEE TRUSS 2 , D.C. n n n ^ Gara e Wall Section Brn Wall ; r r ^ ^ r (TVP) 10" x I/2" DIA. "J" "{, a" C. M. U. :r•.. `: CONTRACTOR TO PROVIDE MANUF. EL EV. III X P.T.STUD S 1 scAL E: NTs DOCUMENTATION TO INSPECTOR � TIME OF R -3a INSULATION OR PER ENERGY CALC5. BOL TS 4 WASHERS W/ Uplift 2'-0" O.C. (MAX) #5 VERT. IN FILLED INSPECTION. IF SHINGLE 15 USED, �� ^ , r CENTERED ON WALL CELL UNDER_ LAYMENT TO COMPLY WITH FBCIz META20 UNLESS NOTED OTHERWISE SEE FOR EXTERIOR 905.2 1, TRU55 SHEET FOR MORE NFO. BRNG, OR GARAGE 1/2" DIA x 6" E P Masonr Transition Detail rL.00R BRNG WALL TITEN HD TRU55 (4) 10d NAILS S 1 SCALE: NTS NOTE: r^ E� ELEVATION VARIES / E - BRG INTO DL REGARDLESS Or ANY OTHER NOTE, ALL `�� PL TE 5YP LUM3ER TO BE #I OR BETTER ..e �.` TOP OF MASONRY TITEN HD 4a" O.G. IF 2 X P.T. PLATE 5EE PLAN 5CFFIT/FA5CIA LE55 THAI! 5'-0" WALL 15 INTERIOR DBL. TOP PLATE FROM PROPERTY LINE TO BRING WITHOUT I/2" GYP. BD. CEILING COMPLY WITH F3CR 302.1. SEE UPLIFT, 24" O.G. IF ` EXTERIOR FINISH I/2" GYP. BOARD TYP. SEE NOTE ON N -I EI_E`/ATION PAGES' FOR WITH UPLIFT. o•°o• ('_EE ELEVATIONS) —1/2" GYP. BOARD CELL TO BE FULLY ter" PAGE FOR G ARAGE SOFFIT/FASCI ^ DETAIL ° SECURE PLATE W/ 10" 1/2 1 APPLICATION e .° —.-a' — °—pY �.'� ��.. : _.- GRADE DIA. IIJ11 BOLTS GROUTED J• .I° ..4 : t a d. �\ VARIES SEE ROOF PLAN ° ° — — WASHERS '� ERE4'-0U.G. 2X S.Y,P. 1 5TUD5 '� to O.C. d 1 . v .° , ° . ° . °4 . ' • '., �' (MAX.) CENTERED ON � � DRILL 3 =FOXY � I d . 1x2 T NAILER 811x8" K.O. CMU BOND BM. w/ I - i5 BAR a e . • °' ' ' v. - - - r I FI NOTE: P LE (I) 51MP�ON 5PH4 ° °' _ WALL. (REFER TO FND p CONT. (MIN LAP = 25) GROUT CEI LS TYP. F °. •;'°: v .°. -I -I FLR PLN FOR WALL INTO INT__/BOND r I/2" DRYWALL SOLID - VERIFY W/ FLOOR PLAN. 9 a -I (! I- r^^ INSULATION OR PER ENERGY OR GIP BEAM MISSING DOWELS: WHERE TOOTING ' b THICKNESS) CALC5./5PEC5. ABOVE WITH I JI DOWELS ARE PLACED INCORRECTLY a"x3" PRECAST CONCRETE LINTEL ° ° ° ' I -I I -I MINIMUM OR MISTAKENLY ELIMINATED, REPLACE VERT. WALL REINF. ^ nrr r _� ° ° , ' CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W/ WINDOW OPENINGS SEE rL R PLN ^rr "°, v. "r r A ^ ^ ^ ^ n ^ EMBED ACI STD. NOCK FOOTING SEE �. ,' . 4 .ON .. 5Lr B. USE 9IMPSON SET I GRADE 1605 BAR. INSTALL IN SLAB n FOR LINTEL SCHEDULE _ I� IN BOND BM. S BAR FOUNDATION PLAN FOR — _ — — _ —I � SEE: FOUND. PLAN r r� NIGH STRENGTH I °� W/ 5" MINIMUM EMBEDMENT, USE SIZES MORE INFO, _ _ _ _ _ _— I I -I I FOR MORE INFO. EPDXY , ^ ^ _ SIMPSON SET EPDXY. MAXIMUM OF 3 PRECA5T CONIC SILL _ _ _ -1o'-011r ^ n r -III -I I -_III_ I I ELEV TOP Or SLAB / IN A ROW VOR 10 TOTAL ON A CURTAIN NAILER PT ° PROJECT WITHOUT WRITTEN APPROVAL. Ix4 � WINDOWS 4 S.G.D. _ ' � I—I i I- #5 FAR VERT. WALL REINF. CONT. NOTE: Q — — _ — TO BOND BEAM. EMBED AGI STD. "AT 2x16 WALLS USE SPH16 CONNECTORS IN LIEU OF 5PH4 GONNEGTORS SHOWN. AT 2xa WALLS z _ _ — �; • MISSING 'TRUSS ANCHORS: TRUSSES HOOK o" IN BOND BEAM. GROUT ^F ( IL < ^rr y~•'✓T• 5EE FOUND. PLAN I RICH ARE PLACE: D SUCH THAT AN WINDOW W/ 5CREEN US_ SPNB CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE —'-,-. - : ; ?':' ; ;. , ` ` , EMBEDMENT ANCHOR 15 MISPLACED (WHERE APPLICABLE) CELLS SOLID. 2x3, USE SIMPSON 5PI'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 3 SIMPSON 5P2'6 ON Lu FOUNDATION PLAN 4. DRILL d EPDXY OR MISSING MAY BE FASTENED TO THE EACH SIDE OF STUD TO TOP PLATES. U.N.O." �j FOR SIZES 3 MORE :a ^ MINIMUM EMBEDMENT n^ r ^ r CL EAN d COMPACTED SOIL. u — MASONRY BOND BEAM USING ONE 3 x16 G! LU. PER ASTM G-90 (TYPJ INFO. 5" SIMPSON SET I I SIMPSON HT5M16, MAX. CAP 15 1115 0. FIR " (95)16 MODIFIED PROCTOR PER ASTM DI -551) r MAXIMUM OF 5 IN ROW 3 10 TOTAL 1x2 PT FIR STRIP 24 O.C. FM=1900 PS.I. (MN.) IJJ/ TYPE M OR EPDXY (L n S MORTAR PER ASTM C-210 WITHOUT WRITTEN APPROVAL. Ix4 PT BA5E NAILER K Gara e Wall Section Brn Wall j: 1/2" DIA x 6" 51MP50N H3 w/ a -ad S'1 SCALE: NTS _I INSUL. PER CALC5, t 5PEG5 F I II r E r, ^ ^ ^ ^ TITEN FID 24 NAILS FASTEN TO TOP � W/O Uplift EXISTING M^SONRY- � 4 CONC. SLAB. SEE O.C. \ BOTTOM PLATE PLUS BOND BEAM OR I I NORIZ. BLOCKING 43SLAB FOUND. PLANX 5TUD5 � ^I EY 0'-0" TOP Cr- SLAB ' 1_ REINFORCED DELL � O.C. 1/2" GYP. BOARD 24"OC. r FOOTING 5EE — _ v 2x4 PT PLATE SECURE PLATE W/ FOUNDATION PLAN FOR T 51ZES 4 MORE INFO. ' HILTI CF62 POWDER ^ n _ �INOUL.-.TION OR 5/3" CEMENTI'TIOUS FINISH PER ®' ACTUATED PINS /w PER ENERGY CAL CS./SPEGS. ° FBGR 1030 - 4a O.C. OR FQUAI ^ _ Q P. Retrofit Vert. Dowel Detail p Typical Ext. Masonry Wall SectionX/.`—,`."`/`-`-- SCALE: NTS "r C I n rr-rr n• S-1 CONT. 2X PT SOLE SCALE: NTS 4 .ON . 5�r B. SPLATE-: - _-- FOUND. PLAN FOR CMU WALL .SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. EL PLAN FI FV 0' 0" TOP OF SLAB / _ a TOP TIE BEAM SCHEDULE C{ NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: ^rr r L -- — — — — — — — <.�5 VERT. CORNER SEE N - I FOR :.` a - I. 5/8DIAMETER x 16 EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 24 O.C. Lu ' ;r ; ..', CELL FILLED W/ .' ADDITIONAL/ALTERNATE �) .•1., . 5EE FOUND. PLAN <i CONCRETE PARAMETERS. INTERIOR BEARING WAL L: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: �, r r FOOTING SEE r r CONTROL JOINT DOES NOT EXTEND 1. 5/3" DIAMETER x 6" EMBEDMENT 51MP50N TITEN HD ANCHORS SPACED A MAXIMUM OF 40" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. Q CAULKED JOINT W/ 3/8" lERTI .AL REINFORCING (5EE O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 43" Or, IF RE515TING GRAVITY SIZES 4 MORE INFO. (95,% MODIFIED PROCTOR PER ASTM D1551) BACKER BAR AT MAX. PLAN FOR SIZE d LOCATION) THROUGH TIE BEAM/KO BLCCK LOADS 05 LAP CONT. #5 EXP05ED FACE - a M Garage Wall Section_ Non=Brn . 25" LAP S-1 SCALE: NTS Example CMU Wall Control Joint Detail H Wood Frame To Masonry Attachment Detail E p S1 Only SCALE: NTS R Corner Co nfiinuit Detail S 1 SCALE: N.T.S. Brng WallO y s-1 SCALE:NTS NOTE: GONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AMC) REPORT ANY DISCP.EPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLAN5 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 THE5E PLANS, RE0AR1;)LE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF \/ORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECU(EfJ FROM THESE PLAN5 WITHOUT THE EXPRESS APPF.OVAL OF VORTEX ENGINEERING, LL-- SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LL(-'. HARMLE55 TO ANY LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISION�S�091 i (1 By n . aw cr� < a�� O J. o G> /° � •��• ) � .4 •iii Lu -L —I F?tup0= J� O IS `x �-� Q �5�0�� c� >, �F -t� }9 "I1� � b C) J U r Q L �v9 zl� U Lu u o v MM M ®m® ®®® o�`"c� m ID to LLM Ar 1k �Q DATE 08-30-17 SCALE NOTED DRAWN MK/PDK JO© _ Sheet content: Structural Details 5heet number: 1 SIMPSON MT610 EACH TRUSS SIMPSON A35 ANGLE REFER TO TYPICAL 2-5TORf W/12-SdX 1 1/2" WALL SECTION FOR NAIL$ EA. STUD TO INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ TOP CHORD 1/4"x 3" TAPGONS a 12" O.C. WITH MAX. o" FROM 2x1,1 WALL W1 STUDS END OF MEMBER MAS, a lo" O.G. OPENINGS. 7/I0 APA RATED WOOD SHEATHING 2X MEMBERS ATTACHED SIMPSON 6PH4 W/5IMP5ON A35 WHERE EA, STUD NEEDED TO MEET DORMER ROOF BY J MANUFACTURER'S TRUSS MANUF. OR ATTACHMENT POINT CONVENTIONALREQUIREMENTS. FRAME (SEE PLAN) PRF -ENGINEERED PRE-ENGINEERED FLOOR JOIST ROOF TRU5SE5 1 �op T 2-2"x4" BI OCKING SIMPSON LSTAI2 EACH IF 1X THEN ATTACH WITH 4-loD COM STUD OR EQUIV, CEILING BOARD PER WINDOW THROUGH TOENAILS EACH rVN ARCH. PLANS BRA 11NG I 2X WOODTN END ROOF TRANS BY ROOF TRUSS MANUF. ATTACH TO 2X BUCK. -Z TYP. LOAD BEARING WALL HT510 W/ 16-10d 2X4 BLOCKING w/ NOTE: CONST. 2"x4" a lo" O.C. (SINGLE EA. TRUSS TO 3-0.131 x 3 1/2" R.5. "AT 2xo WALLS USE 5PHo BOTT. PLT., DOUBLE TOP PLT.) BOTTOM TO ATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRUSS KPRE-ENGINEERED 5PH4 CONNECTORS SHOWN, MANUFACTURER GIRDER AT 2x8 WALLS USE SPHa IF 2X ATTACH TO CMU, F Dormer Knee Wall Attachment Detail CONNECTORS IN LIEU Or I I r w/ 1/4 x 3 TAPCON5 SPH4 CONNECTORS SHOWN. 12 O.G. W/MAX. o S2 SCALE:NTS K Floor Truss To Girder Connection FOR WALLS LARGER THAN FROM END OF BUCK. S 2 2x8, USE 51MP50N 5PI'S ON (TYP. ALL 2X WINDOW SCALE: NTS EACH 61DE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 SIMPSON 2x8 LEDGER W/ 2x8 LEDGER W/- 4 / 5P2'6 ON EACH SIDE OF 4-0.131 x 3 1/2" �- 4-(0.131 x 3 1/2" - STUD TO TOP PLATES. R.S. NAILS PLYWOOD TO R.S. NAILS UN.O.II EACH STUDS EXTEND PAST EACH STUDS FLOOR TRUSSES HANGER ,TO BE 61MP60N 2x2 PT V-RTICAI (ABVWALL TO BE ATTAOHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET 5HEATNING SPAN RATINGS/CODE. TYP. lo" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRE5 ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)l0d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR PRE -ENG. WOOD INFORMATION NOT SHOWN. DETAIL FLOOR TRU55E5 LU5, L5U, WITH 1/2" ANCHOR BOLT /@ 24" O.G. TYP. Ix4 PT BASED ON HANGER TO rr OR L35U VERTICAL (BELOW) a) WALL TO BE ATTACHED WITH M General lrre alar Window Attachment INFORMATION BY PRE Mr- BE 51MPSON PRE--NGINEERED MIN. 1/4 x 2-1/4 TAPCON %o 12 O.C. OR PER MANUFACT. WOOD ROOF LUS LSU, OR WOOD ROOF SPECS. 8-2 SCALE: N rs nr TRUSSES L58U MIN. TRUSSES CMU WALL BELOW CONTRACTOR. INTERIOR ' SIMPSON CS�(o � ___ _ _. GORN�R 1@ 10ll O.C. AREA -11 7 HORIZONTALLY PLYWOOD TO 2x8 LEDGER III/ EXTEND TO 4-0.131 x 31/2" R.S. INTERIOR BOTTOM OF WALL r NAILS ,@ EACH AREA 2X BUCK5 ATTACHED W/ FL "FLOOR TRUSS 2x8 LEDGER W/ O.C.x I TAPCONS " 12 (FIELD VERIFY II OWITH MAX. o" FROM 4-0.131 x 3 I/2 END OF MEMBER o WITH TRUSS R.5. NAILS @ nr r LAYOUT EACH 5TUD5 Mr S. OPENINGS. LOCATION) CMU WALL BELOW WIT1-1 FLOOR TRU55 WITH -OUT FLOOR TYPICAL PLAN VIEW TRUSS T ical Led er Detail 2X MEMBER5 ATTACHE W/SIMPSON A35 WHERE 1-2NEEDED TO MEET SCALE:NTS I MANUFACTURER'5 • . ATTACHMENT POINT SEE TRUSS SHEET 2x TOP PLATE SEE TRU55 &HEET REQUIREMENTS. -- -- FOR STRAPPING FOR STRAPPING CONT' -,, �-TOP CHORD 51MP60N A35 SEE TRU55 7/l0" MIN. APA DOUBLE 'TOP PLATE 5 H E E T FOR RATED SHEATHING (MIN. STUD GRADE SYP) r, �� -) n nnI NAILED TO 2X OR VV VV V V SM5 To STRAPPING—,_ N VVV I/lo" MULLION MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM BY MANUFACTURER. FASTEN EA. STUD —� f - NOTE: E n r RATED 5HTG. TRU55 TO TRUSS UN TOP OF BOTTOM TO TOP PLATE W/ AT 2xo WALLS USS PRE-ENGINEERED ^� - PRE-ENGINEERED CHORD BOTTOM OF TOP CHORD SIMPSON 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 'a PANEL EDGES w/ (3) lod TOENAILS EA. END SIMPSON 5PI IW/ 10-I0d NAILS EA.\ STUD FOR STUDS BELOW HDR. (2) 51MPSON 3P4 W/ o-10dxl 1/2 NAILS EA. STUD II . II TITEN ND BOLTS a' a a ROOF-TRU55 2X a lo" OC.� 2x BOTT. PLATE CONT. ----_� -`� F 1/2" x 2" ROOF TRU55^0.131 PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. r r PRE-ENGINEERED WOOD TRU55 • • • 1/2" GYP. BOARD X IF IX THEN ATTAGN WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTAGN TO 5/a" x 8" f L_. I 1LL_ TRUSS lod a o" OC.� L_ L- J HEADER. PLAN5, THEY SHOULD BE READ CAREFULLY ENG, WITHOUT WRITTEN PERMISSION FROM THE BY THE REQ/Er SE 15 NOT APPLIGAP�L E. FOP, F�'AME TO SLAB APP!-IGATION ONL 1', 7 SIMPSON A35 �i) ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ATTACHED W/ �SIMP50N A35 � ALL 2X TO 2X WINDOW ATTACHMENT POINTS TO 2X I/4"X 3 I/2" MEMBERS OR DIRECTLY TO CMU/WOOD NOTE: TRUSS O to O.C. CONT, TO FRAMING ONLY. NUMBER OF DIAG. MEMBERS USE 51MP50N 5PI'S ON EACH SIDE OF ON STUD TO BOTTOM RELATIVE TO NUMBER OF REQUIRED 2x STUDS u1 _ L)Lu ATTACHMENT POINTS PER MANUFACTURER. 2X MASONRY SCREW O.G. BUCKS TO BE ATTACHED TO CMU PER lo" O.C.- "TYPICAL AT ALL LOAD BEARING 5YP. SPECS GIVEN IN TN15 DETAIL, 2X TO 2X 11 II n I � n n r r OF J BULTo WITH E�CPANoION E�OLTS I� NOT P�RMITT�D. IF 2X ATTAGN TO ATTACHMENT TO BE SIMPSON A35. KNEE DOOR. am WALL ABOVE ARCI-I NECESSARY ONLY PER .- 2X4 BLOCKING ��� PRECAST OPENING VARIATIONS. MIN. 2X BUCK FOR THE HEADER. °O m WINDOW/SHEATHING ATTACHMENT TOP/51DE5 OF ARCH OPENING. IF ARCH TOP NECESSARY. ALL OTHER STRAPPWG PROHIBITS 2X THICKNESS @ CENTER OF ARCH, USE DIRECT ATTACHMENT TO 5P2'B ON EACH SIDE OF STUD TO CMU/WOOD FRAMING, WITH OR WITHOUT IX 3-0.131 x 3 1/2" 24 O/C W/ 3-0.131 x 3 1/2" R.B. BUCK, WITH 2X BUCK ,� EACH 51DE TO 4" O.G. EDGES OF OPENING. ALL TAPCONS TO HAVE GRADE SHALL BE USED FOR NOTE- 2X8 PT MIN. MIN, 1-1/4" EMBEDMENT. TAPGONS g 12" O C. W/MAX. o" FROM TOP PLATES. UN.O." SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET 5HEATNING SPAN RATINGS/CODE. TYP. lo" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRE5 ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)l0d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED, REFER TO ORIGINAL PLANS FOR PRE -ENG. WOOD INFORMATION NOT SHOWN. DETAIL FLOOR TRU55E5 LU5, L5U, WITH 1/2" ANCHOR BOLT /@ 24" O.G. TYP. Ix4 PT BASED ON HANGER TO rr OR L35U VERTICAL (BELOW) a) WALL TO BE ATTACHED WITH M General lrre alar Window Attachment INFORMATION BY PRE Mr- BE 51MPSON PRE--NGINEERED MIN. 1/4 x 2-1/4 TAPCON %o 12 O.C. OR PER MANUFACT. WOOD ROOF LUS LSU, OR WOOD ROOF SPECS. 8-2 SCALE: N rs nr TRUSSES L58U MIN. TRUSSES CMU WALL BELOW CONTRACTOR. INTERIOR ' SIMPSON CS�(o � ___ _ _. GORN�R 1@ 10ll O.C. AREA -11 7 HORIZONTALLY PLYWOOD TO 2x8 LEDGER III/ EXTEND TO 4-0.131 x 31/2" R.S. INTERIOR BOTTOM OF WALL r NAILS ,@ EACH AREA 2X BUCK5 ATTACHED W/ FL "FLOOR TRUSS 2x8 LEDGER W/ O.C.x I TAPCONS " 12 (FIELD VERIFY II OWITH MAX. o" FROM 4-0.131 x 3 I/2 END OF MEMBER o WITH TRUSS R.5. NAILS @ nr r LAYOUT EACH 5TUD5 Mr S. OPENINGS. LOCATION) CMU WALL BELOW WIT1-1 FLOOR TRU55 WITH -OUT FLOOR TYPICAL PLAN VIEW TRUSS T ical Led er Detail 2X MEMBER5 ATTACHE W/SIMPSON A35 WHERE 1-2NEEDED TO MEET SCALE:NTS I MANUFACTURER'5 • . ATTACHMENT POINT SEE TRUSS SHEET 2x TOP PLATE SEE TRU55 &HEET REQUIREMENTS. -- -- FOR STRAPPING FOR STRAPPING CONT' -,, �-TOP CHORD 51MP60N A35 SEE TRU55 7/l0" MIN. APA DOUBLE 'TOP PLATE 5 H E E T FOR RATED SHEATHING (MIN. STUD GRADE SYP) r, �� -) n nnI NAILED TO 2X OR VV VV V V SM5 To STRAPPING—,_ N VVV I/lo" MULLION MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM BY MANUFACTURER. FASTEN EA. STUD —� f - NOTE: E n r RATED 5HTG. TRU55 TO TRUSS UN TOP OF BOTTOM TO TOP PLATE W/ AT 2xo WALLS USS PRE-ENGINEERED ^� - PRE-ENGINEERED CHORD BOTTOM OF TOP CHORD SIMPSON 5P2 w/ (12) NAILS FULL DEPTH BLOCKING 'a PANEL EDGES w/ (3) lod TOENAILS EA. END SIMPSON 5PI IW/ 10-I0d NAILS EA.\ STUD FOR STUDS BELOW HDR. (2) 51MPSON 3P4 W/ o-10dxl 1/2 NAILS EA. STUD II . II 5PHo CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x2 USE WALLS USE 6PHa CONNECTORS IN LIEU OF 5PH4 CONNECTORS TITEN ND BOLTS a' a a ROOF-TRU55 2X a lo" OC.� 2x BOTT. PLATE CONT. ----_� -`� F 1/2" x 2" ROOF TRU55^0.131 PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. r r PRE-ENGINEERED WOOD TRU55 • • • 1/2" GYP. BOARD SEE IF IX THEN ATTAGN WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTAGN TO 5/a" x 8" f L_. J TRUSS lod a o" OC.� J J HEADER. PLAN5, THEY SHOULD BE READ CAREFULLY ENG, WITHOUT WRITTEN PERMISSION FROM THE BY THE REQ/Er SE 15 NOT APPLIGAP�L E. FOP, F�'AME TO SLAB APP!-IGATION ONL 1', 2x8 PT MIN. FRAMING FROM FOR LARGER THAN 2x2, - WOOD TRU55E6 ATTACHED W/ �SIMP50N A35 � ALL 2X TO 2X MORE I/4"X 3 I/2" CONNECTION POINTS. NOTE: TRUSS O to O.C. CONT, TO INFO USE 51MP50N 5PI'S ON EACH SIDE OF ON STUD TO BOTTOM '- PO.. s=T SLIDING 2x STUDS u1 _ L)Lu WINDOW ATTACHMENT POINTS TO 2X MASONRY SCREW O.G. MEMBERS OR DIRECTLY TO CMU/WOOD lo" O.C.- "TYPICAL AT ALL LOAD BEARING 5YP. TOP CORD (3) 0.131 x 3 I/2" -.A- COMMON 0 TRUSS CHORDS 11 II n I � n n r r OF J BULTo WITH E�CPANoION E�OLTS I� NOT P�RMITT�D. IF 2X ATTAGN TO PLATE SIMPSON DOOR. am ATTACHMENT POINTS PER MANUFACTURER, 2X 5PHo CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x2 USE WALLS USE 6PHa CONNECTORS IN LIEU OF 5PH4 CONNECTORS TITEN ND BOLTS a' a a ROOF-TRU55 2X a lo" OC.� 2x BOTT. PLATE CONT. ----_� -`� F 1/2" x 2" ROOF TRU55^0.131 PRECAST CONCRETE LINTEL. SEE FLOOR PLAN FOR MORE INFO. r r PRE-ENGINEERED WOOD TRU55 • • • 1/2" GYP. BOARD x 3 1/2" COMMON NAILS EA. GONN�CTION _i -APA RATED SHEATHING NAIL r PER SC "0" IF IX THEN ATTAGN WINDOW THROUGH BUCK TO CMU/ WOOD FRAMING. IF 2X THEN ATTAGN TO 5/a" x 8" f L_. J SHOWN. FOR WALT S lod a o" OC.� J J HEADER. PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. WITHOUT WRITTEN PERMISSION FROM THE BY THE REQ/Er SE 15 NOT APPLIGAP�L E. FOP, F�'AME TO SLAB APP!-IGATION ONL 1', 2x8 PT MIN. FRAMING FROM 2X BUCK. LARGER THAN 2x2, - WOOD TRU55E6 ATTACHED W/ �SIMP50N A35 � ALL 2X TO 2X • AT OPENING5 GREATER THAN 5'-2" I/4"X 3 I/2" CONNECTION POINTS. NOTE: TRUSS O to O.C. CONT, TO INSUL. PER CAI GS. 3 SPECS USE 51MP50N 5PI'S ON EACH SIDE OF ON STUD TO BOTTOM '- PO.. s=T SLIDING SPECIFICATIONS u1 _ L)Lu WINDOW ATTACHMENT POINTS TO 2X MASONRY SCREW O.G. MEMBERS OR DIRECTLY TO CMU/WOOD vo�u, _ iE Q Ci iE `' O F� cz "TYPICAL AT ALL LOAD BEARING 5YP. TOP CORD (3) 0.131 x 3 I/2" -.A- COMMON 0 TRUSS CHORDS 11 II n I � n n r r OF J BULTo WITH E�CPANoION E�OLTS I� NOT P�RMITT�D. IF 2X ATTAGN TO PLATE SIMPSON DOOR. am ATTACHMENT POINTS PER MANUFACTURER, 2X .- 2X4 BLOCKING ��� PRECAST 0.131 x 3 I/2° THE HEADER. °O m COMPONENTS #I NECESSARY. ALL OTHER STRAPPWG CMU, w/ I/4"x 3" 5P2'B ON EACH SIDE OF STUD TO WALL ABOVE ARCH NECE65ARY ONLY PER 3-0.131 x 3 1/2" 24 O/C W/ 3-0.131 x 3 1/2" R.B. CONCRETE LINTEL. SEE 4" O.G. WINDOW/SHEATHING ATTACHMENT a GRADE SHALL BE USED FOR NOTE- 2X8 PT MIN. TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS /@ CENTER OF TAPGONS g 12" O C. W/MAX. o" FROM TOP PLATES. UN.O." ARCH USE DIRECT ATTACHMENT TO CMUdOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH SIDE TO R.S. � EA. TRU55 DONT EDGE5 OF OPENING. ALL TAPCON6 TO HAVE FLOOR PLAN FOR MORE INFO. POCKET SLIDING MIN. 1-1/4" EMBEDMENT. 2x4. FOR 2x DEPTHS VERTICAL WALL TO BE ATTACHED WITH END OF BUCK• (TYP. Al I 2X C� INSTALL I/2 .0 o -� - n rn 1/2" DIA. x o" TITEN WINDOW SUCK THREADED ROD DOOR. GREATER TNrN ND. - ATTACHMENT) 2x4 #2 GRADE SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BE51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. lo" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 @ EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY IN SIMPSON SET OR BETTER MAY .r I CONTRACTOR, EPDXY @ 2'-0" BE USED. ALL 4x NOTE: IX PT VERTICAL @ WALL SP1 EACH 5'iUD O.G. (MAX) L�J FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I CENTERED ON 11 -`-ll I Imo— 1 FATION FOUNDATION BE #2 GRADE. 2-1/4" TAPCON @ 12" O.C.OR I I 2x2 PT N Fre ularit Width Less Than Window Width Attachment OUND WALL. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O. PER MANUFACT, SPECS, I I Ixo HEAD S-2 SCALE: NTS CMU WALL - SEE 2X PT SIZE, : MORE SEE FOUND. SIZES 4 MORE 4"CONC. SLAB. B Structural Kneewall FLOOR PLAN FOR BOTTON INFO, PLAN INFO. MORE INFO. PLATE SEE FOUND, S_2 SCALE: NTS PAVERS OR PAVERS OR PLAN 4 CONC. INSTALL GLASS PER I I -BLOCK WALL BEYOND " 4" GONG. • a v .. aMANUFACTURER 2X BEARING WALL W/ SLAB a SLAB q a STUDS '0 1(" OC. \ — � a..4 � a a•, d _ a a jjTi CAULK UNDER FRAME 7/Io APA RATED RE -ENG INE ERE D a• •< -. I a - y� FLOORI RUSE E �- WOOD SHEATHING FLOOR TRU55 FLOOR TRUSS 2xo SOLID BLOCKING UJ/ GONG. SILL - 3-0,131 x 3 I/2" TOENAILS ' CMI) Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail CEMENTITIOUS FINISH EA. END H PER FBCR "103! S_2 SCALE: NTS S-2 SCALE: NTS EDGES 2 x 4 RIBBON (SEAMS OF ATTACHED TO EACH 4" CONC 5LAB # a FLOOR JOIST WITH 3-0.131 SEE FLR PLN FOR HDR. SIZE i -M ^X CORNERS � 48 O.G. SHEATHING ) NOTE: \ x 3 1/2" NAILS AT Zx WALLS THAT ARE WIDER THAN 2x4 FOR ROIH OPENINGS UNDER 51MPSON SPH4 wl o-IOd d WHERE THE HEADER IS NOT FULL 5'-0" (1)51MP5ON G51( OR (1) NAILS EACH I'o" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD a. o 51NPSON G510 EA. STUD M5TA24 w/ 22-I0d NAILS NOT GO OVER SHEATHING) BLOCKING lo" O.C. RIPPED DOWN TO BASE OF 2X4 NT% e CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TORIBBON BELOW\_"IMP50N EA TRUSS NAILS EA. SIDE INTO CRIPPLE WIDTH d ALLOW THE INSTALLATION OF a STUDS) (DICT) THE SPH CONNECTORS ABOVE THE __ a TYP. LOAD HEADER 4 FOR THE PROPER FOOTING SEE " SIMP�O REFER TO T'fPICAL 2 5TOR1' WALL BEARING IV, INSTALLATION OF THE CRIPPLE FOUNDATION PLAN • 4 HETA_0 SECTION FOR INFORMATION NOT IIMFILIFT STRAPPING. AT 2xo WALLS USE SPNo IN FOR SIZES ,g MORE a BLOCKING 3EAM- CMU WALL SHOWN FOR RO+JrH OPENINGS OVER LIEU OF 6PH4, AT 2x8 WALLS USE 5PH3 a 5'-0" USE (2) 51MP60N GSI( IN LIEU OF 5PH4, FOR WIDER WALLS USE NFO. FOR WALL, Truss Over Wall OR (2) M5TA24 (U.N.0) SIMPSON C510 IN AN SPH PANEL rQ Cantilevered FloorCONFIGURATION. ATTACH PAD BLOCKING Non-Brn . Mitered Glass Framing Detail SHEATHING CI "2x " KING 5TU w/ (3) 0.131 x 31/2" NAILS TO HEADER L -- - - FOR ROOFS S-2 SCALE: NTS MIN. UN.O." S 2 SCALE: NTS TONGUE 4 SPECIFICATION 'FOR KINGS : CRIPPLES WHEN NECESSARY TO MAINTAIN PROPER GROOVE FOR 2X4 GRO55 THE FOLLOWING 'HALL APPLY U .O. CLEARANCES FOR THE WINDOW/DOOR FLOORS BRACING 42-�� WITHIN AN OPENING IT IS ACCEPTABLE 2X4 RAT RUN + AT OPENINGS UP TO 3'-'0" (1) TO UPSET THE HEADER SUCH THAT ONE ''J'' - O.C. ON TOP OF BRACING 4a" CRIPPLE (I) KWG IS REQUIRED ON FA"T'-N IJIALI OR BOTH GF THE TOP PL RTES IS J BOLT T�.C1�'� A��r'fFNT GI-� 41 i': TITEN ND BOLTS THREADED ROD SET IN SIMPSON SET EPDXY i OF BOTT. CHORD FOR 4 1/2" x 5" EMBED F 1/2" x 2" 1/2" x 511 EMBED O.G. ALL AROUND SET. IT IS NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER X q " " E Ir • THE FOLLOIUIN� J �OLT� GAN �E REPL AGED UJITr-I T�� GORRE�F'ONDIN� �O� Tom. 5/a" x 8" f L_. J ALL 3HEATNING APA APPROVED, EXTERIOR GRADE. FOR ROOF 5HEATHING, USE 2" FULL HEAD RING SHANK (0.2a0" MN.) J J J HEADER. PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. WITHOUT WRITTEN PERMISSION FROM THE BY THE REQ/Er SE 15 NOT APPLIGAP�L E. FOP, F�'AME TO SLAB APP!-IGATION ONL 1', BUTT. CHORD 4 TRUSS ' \ - WOOD TRU55E6 ATTACHED W/ �SIMP50N A35 � ALL 2X TO 2X • AT OPENING5 GREATER THAN 5'-2" � 4 CONNECTION POINTS. . NOTE :THE STF?ENC�TN Or THE GONGfPETE SHOULD 5E MIN. 25rD0 F'5I, SUP�STITUTION WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS u1 _ L)Lu WINDOW ATTACHMENT POINTS TO 2X IN WIDTH, l2) CRIPPL E5 s (2) KINGS ARE REQUIRED ON EAGN SIDE OF MEMBERS OR DIRECTLY TO CMU/WOOD vo�u, _ iE Q Ci iE `' O F� cz ELIMINATED THE SPH4 CONNECTORS SHOWN AT THAT LOCATIONS ARE NOT FRAMING ONLY. NUMBER OF DIAD. MEMBERS 11 II n I � n n r r OF J BULTo WITH E�CPANoION E�OLTS I� NOT P�RMITT�D. vw < Lu ~ V ori RELATIVE TO NUMBER OF REQUIRED am am ATTACHMENT POINTS PER MANUFACTURER, 2X .- 2X4 BLOCKING ��� WNW cn BUCKS TO BE ATTACHED TO GNU PER THE HEADER. °O m SPECS GIVEN IN TH15 DETAIL. 2X TO 2X NECESSARY. ALL OTHER STRAPPWG ATTACHMENT TO BE SIMPSON A35. KNEE WALL ABOVE ARCH NECE65ARY ONLY PER 3-0.131 x 3 1/2" 24 O/C W/ 3-0.131 x 3 1/2" R.B. OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT a TOP/51DE5 OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS /@ CENTER OF . ALL OTI �Eiz SOL T OPTIONS MUST 5E PEYIEUJED $ APPPO�/ED B'i E.O,P, IN UJRITINC. ARCH USE DIRECT ATTACHMENT TO CMUdOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH SIDE TO R.S. � EA. TRU55 DONT EDGE5 OF OPENING. ALL TAPCON6 TO HAVE MIN. 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "O" THIS SHEET. FRAMING ABOVE/BE51DE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. lo" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'S SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/SIMPSON A35 @ EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY IN SIMPSON SET OR BETTER MAY .r I CONTRACTOR, EPDXY @ 2'-0" BE USED. ALL 4x NOTE: IX PT VERTICAL @ WALL SP1 EACH 5'iUD O.G. (MAX) L�J FOOTING SEE FOOTING SEE MATERIAL MAY TO BE ATTACHED WITH 1/4" x I CENTERED ON 11 -`-ll I Imo— 1 FATION FOUNDATION BE #2 GRADE. 2-1/4" TAPCON @ 12" O.C.OR I I 2x2 PT N Fre ularit Width Less Than Window Width Attachment OUND WALL. PLAN FOR 4"GONG. SLAB. PLAN FOR U.N.O. PER MANUFACT, SPECS, I I Ixo HEAD S-2 SCALE: NTS CMU WALL - SEE 2X PT SIZE, : MORE SEE FOUND. SIZES 4 MORE 4"CONC. SLAB. B Structural Kneewall FLOOR PLAN FOR BOTTON INFO, PLAN INFO. MORE INFO. PLATE SEE FOUND, S_2 SCALE: NTS PAVERS OR PAVERS OR PLAN 4 CONC. INSTALL GLASS PER I I -BLOCK WALL BEYOND " 4" GONG. • a v .. aMANUFACTURER 2X BEARING WALL W/ SLAB a SLAB q a STUDS '0 1(" OC. \ — � a..4 � a a•, d _ a a jjTi CAULK UNDER FRAME 7/Io APA RATED RE -ENG INE ERE D a• •< -. I a - y� FLOORI RUSE E �- WOOD SHEATHING FLOOR TRU55 FLOOR TRUSS 2xo SOLID BLOCKING UJ/ GONG. SILL - 3-0,131 x 3 I/2" TOENAILS ' CMI) Lintel Pkt. Slider Detail I Wood Frame Pkt. Slider Detail CEMENTITIOUS FINISH EA. END H PER FBCR "103! S_2 SCALE: NTS S-2 SCALE: NTS EDGES 2 x 4 RIBBON (SEAMS OF ATTACHED TO EACH 4" CONC 5LAB # a FLOOR JOIST WITH 3-0.131 SEE FLR PLN FOR HDR. SIZE i -M ^X CORNERS � 48 O.G. SHEATHING ) NOTE: \ x 3 1/2" NAILS AT Zx WALLS THAT ARE WIDER THAN 2x4 FOR ROIH OPENINGS UNDER 51MPSON SPH4 wl o-IOd d WHERE THE HEADER IS NOT FULL 5'-0" (1)51MP5ON G51( OR (1) NAILS EACH I'o" O.G. (CAN WIDTH OF THE WALL, ADD 2x PAD a. o 51NPSON G510 EA. STUD M5TA24 w/ 22-I0d NAILS NOT GO OVER SHEATHING) BLOCKING lo" O.C. RIPPED DOWN TO BASE OF 2X4 NT% e CENTER ON HEADER U.N.O. (11 SUFFICIENT TO FLUSH THE HEADER TORIBBON BELOW\_"IMP50N EA TRUSS NAILS EA. SIDE INTO CRIPPLE WIDTH d ALLOW THE INSTALLATION OF a STUDS) (DICT) THE SPH CONNECTORS ABOVE THE __ a TYP. LOAD HEADER 4 FOR THE PROPER FOOTING SEE " SIMP�O REFER TO T'fPICAL 2 5TOR1' WALL BEARING IV, INSTALLATION OF THE CRIPPLE FOUNDATION PLAN • 4 HETA_0 SECTION FOR INFORMATION NOT IIMFILIFT STRAPPING. AT 2xo WALLS USE SPNo IN FOR SIZES ,g MORE a BLOCKING 3EAM- CMU WALL SHOWN FOR RO+JrH OPENINGS OVER LIEU OF 6PH4, AT 2x8 WALLS USE 5PH3 a 5'-0" USE (2) 51MP60N GSI( IN LIEU OF 5PH4, FOR WIDER WALLS USE NFO. FOR WALL, Truss Over Wall OR (2) M5TA24 (U.N.0) SIMPSON C510 IN AN SPH PANEL rQ Cantilevered FloorCONFIGURATION. ATTACH PAD BLOCKING Non-Brn . Mitered Glass Framing Detail SHEATHING CI "2x " KING 5TU w/ (3) 0.131 x 31/2" NAILS TO HEADER L -- - - FOR ROOFS S-2 SCALE: NTS MIN. UN.O." S 2 SCALE: NTS TONGUE 4 SPECIFICATION 'FOR KINGS : CRIPPLES WHEN NECESSARY TO MAINTAIN PROPER GROOVE FOR 2X4 GRO55 THE FOLLOWING 'HALL APPLY U .O. CLEARANCES FOR THE WINDOW/DOOR FLOORS BRACING 42-�� WITHIN AN OPENING IT IS ACCEPTABLE 2X4 RAT RUN + AT OPENINGS UP TO 3'-'0" (1) TO UPSET THE HEADER SUCH THAT ONE ''J'' - O.C. ON TOP OF BRACING 4a" CRIPPLE (I) KWG IS REQUIRED ON FA"T'-N IJIALI OR BOTH GF THE TOP PL RTES IS J BOLT T�.C1�'� A��r'fFNT GI-� 41 i': BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. WALL PLATE OR BOUNDARY NAILING RAT RUNS roR 4 �� WACH .SIDE OF THE HEADER E - ELIMINATED TO MAINTAIN THE FULL (PERIMETER OF O.C. ON TOP , ` , 11 SHEATHING a 3" DIAPHRAGM) 2�C4 R^T RUN �� TRUSS SP^NS ^T GP�NIN�a 3 -o TO 5 -2 IN DEPTH HEADER SPECIFIED IN THE PLAN BRAGNG @ 48" TITEN ND BOLTS THREADED ROD SET IN SIMPSON SET EPDXY i OF BOTT. CHORD FOR 4 1/2" x 5" EMBED WIDTH, (2) CRIPPLES d (1) KING 15 REQUIRED ON EACH SIDE OF THE 1/2" x 2" 1/2" x 511 EMBED O.G. ALL AROUND SET. IT IS NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER 5/0" x 'o" " " E Ir • THE FOLLOIUIN� J �OLT� GAN �E REPL AGED UJITr-I T�� GORRE�F'ONDIN� �O� Tom. 5/a" x 8" 5/0" XV, O.C. ON TOP OF ` ALL 3HEATNING APA APPROVED, EXTERIOR GRADE. FOR ROOF 5HEATHING, USE 2" FULL HEAD RING SHANK (0.2a0" MN.) HARMLF-55 TO ANY LIABILITY, CLAIMS, TRUSS SPANS PARTIES IN THE PROJECT. IF BOUND HEADER. PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. WITHOUT WRITTEN PERMISSION FROM THE BY THE REQ/Er SE 15 NOT APPLIGAP�L E. FOP, F�'AME TO SLAB APP!-IGATION ONL 1', BUTT. CHORD 4 TRUSS ' \ - WOOD TRU55E6 ATTACHED W/ C • < • AT OPENING5 GREATER THAN 5'-2" � 4 E.O.R. WHEN THE TOP PLATE 15 . NOTE :THE STF?ENC�TN Or THE GONGfPETE SHOULD 5E MIN. 25rD0 F'5I, SUP�STITUTION BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRU55 TOP CHORD BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER 24" O.C. WALL PLATE OR BOUNDARY NAILING RAT RUNS roR 4 �� WACH .SIDE OF THE HEADER E - ELIMINATED TO MAINTAIN THE FULL (PERIMETER OF O.C. ON TOP , ` , 11 SHEATHING a 3" DIAPHRAGM) 2�C4 R^T RUN �� TRUSS SP^NS ^T GP�NIN�a 3 -o TO 5 -2 IN DEPTH HEADER SPECIFIED IN THE PLAN BRAGNG @ 48" TITEN ND BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x o" OF BOTT. CHORD FOR 4 1/2" x 5" EMBED WIDTH, (2) CRIPPLES d (1) KING 15 REQUIRED ON EACH SIDE OF THE 1/2" x 2" 1/2" x 511 EMBED O.G. ALL AROUND SET. IT IS NOT ACCEPTABLE TO OPENING SUBSTITUTE A LESSER DEPTH HEADER 5/0" x 'o" " " E Ir • THE FOLLOIUIN� J �OLT� GAN �E REPL AGED UJITr-I T�� GORRE�F'ONDIN� �O� Tom. 5/a" x 8" 5/0" XV, O.C. ON TOP OF ` ALL 3HEATNING APA APPROVED, EXTERIOR GRADE. FOR ROOF 5HEATHING, USE 2" FULL HEAD RING SHANK (0.2a0" MN.) HARMLF-55 TO ANY LIABILITY, CLAIMS, TRUSS SPANS PARTIES IN THE PROJECT. IF BOUND HEADER. PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. WITHOUT WRITTEN PERMISSION FROM THE BY THE REQ/Er SE 15 NOT APPLIGAP�L E. FOP, F�'AME TO SLAB APP!-IGATION ONL 1', BUTT. CHORD 4 TRUSS ' \ - WOOD TRU55E6 ATTACHED W/ C • < • AT OPENING5 GREATER THAN 5'-2" � 4 E.O.R. WHEN THE TOP PLATE 15 . NOTE :THE STF?ENC�TN Or THE GONGfPETE SHOULD 5E MIN. 25rD0 F'5I, SUP�STITUTION FOR SPANS u1 _ L)Lu IDd 9 EA. 2-16d TRUSS JOINT IN WIDTH, l2) CRIPPL E5 s (2) KINGS ARE REQUIRED ON EAGN SIDE OF - M) aksF- W _)p U� t vo�u, _ iE Q Ci iE `' O F� cz ELIMINATED THE SPH4 CONNECTORS SHOWN AT THAT LOCATIONS ARE NOT I a w�'�� ww�< 11 II n I � n n r r OF J BULTo WITH E�CPANoION E�OLTS I� NOT P�RMITT�D. vw < Lu ~ V ori — am am ATTACHED W/ .- 2X4 BLOCKING ��� WNW cn Incq m c THE HEADER. °O m NECESSARY. ALL OTHER STRAPPWG FOUNDATION PACE TAKES PRECEDENCE. 3-0.131 x 3 1/2" 24 O/C W/ 3-0.131 x 3 1/2" R.B. ' ' ANY DIFFERING NOTATIONS FOR CRIPPL ES VOR KINGS MADE ON SHALL APPLY, AND ANY TRUSS COMPONENTS ABOVE THE OPENING . ALL OTI �Eiz SOL T OPTIONS MUST 5E PEYIEUJED $ APPPO�/ED B'i E.O,P, IN UJRITINC. R.S. � EA. TRU55 DONT TOENAILS 3 PA THE PL AN SET SHALL CONTROL. 5- Llt-A#AGTI-R4��r? HEADER C� LU I - - - (ON SECOND FLOOR FOR ROU H END -- SIMPSON A34 OPENINGS UNDER 5'-0" ONLY (U SIMF60N +` 1/2" HIGH CONNECTOR C51e, SPAN FLOOR SYS. TO STRENGTH OR W/4 -5; X 1 1/2" (ON CONG. SLAB) 51MP60N HTT4 BLOCKING/RUNNER5 BELOW 5/2" GYP. INTO BLOCK W/ (1) 5/3"x3" ATR IN SIMP60N SET " ! 4-3d X 1 1/2° EPDXY 1 (13) lod NAILS MASONRY WALL META 12 � 24 Or. INTO TOP (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL I n AT INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (1) 6IMP60N PLAT_ WALLS KITH NO UPLIFT, HTT4 W/ (1) 51V E•C THREAD ROD SET IN STRAPPIIT NA'f LI 51MF60N SET EPDXY 3 (13) lod NAILS 5TRAAF TED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. ELIM8OTHERWISE NOTED BLOCK SET OR 51MP50N MSTCMOO IF FILLED CELL OCCURS BELOW "J" BOLTS TITEN ND BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2" x o" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 3" 1/2" x 2" 1/2" x 511 EMBED 5/2" x o" 5/0" x 'o" 5/0" x 5" EMBED 5/a" x 8" 5/0" XV, 5/a" x 5" EMBED TYF'IrAL NAILING SCHEDULE Ext. Wall Con. @ Non -Load t3rn HIGH WIND T NAIL I 5HEATHIN6 IBOUNDARYI EDGE FIELD ROOF I x 21/2" RINr 5HANK 1/1'0" All $-2 WALL .I 1 x 3" COMMONCOMMON 111611 3" 4.1 611 FLOOR I Ix 3 loll CCCOMMON VA" T.G. o" o" 12" ALL 3HEATNING APA APPROVED, EXTERIOR GRADE. FOR ROOF 5HEATHING, USE 2" FULL HEAD RING SHANK (0.2a0" MN.) HARMLF-55 TO ANY LIABILITY, CLAIMS, NOTE: ON 10-24" PANELS DOUBLE PL YCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED a RIDGE OR HIP. @ 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FI ATWISE OR EDGEWISE ON BOTH PANEL EDGES. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APDL IGATION5 SHALL FOLLOW TABLE R102.3.5 IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 2508.5,4 IF COMMERCIAL AT A MINIMUM, OR AS PER M,^-,NUFACTUREf�'S SPECIFICATIONS IF MORE STRINGENT, UNLESS NOTED OTHERWISE WITHIN THE PLANS SET. T ical Nailin Schedules (Floor Roof Wall NOTE: Ext. Wall Con. @ Non -Load t3rn . Location T p. Header Detail THESE PLANS ARE THE PROPERTY OF E S_2 RETURNED UPON COMPLETION OF THE SCALE: NTS $-2 SCALE: NTS S-2 SCALE: NTS NOTE: GONTRACTOR TO VERIFY ALL DIMEN5ION5 IN FIELD AND REPORT ANY D15GP.EPANGI_5 TO ENGINEER PRIOR TO 5TARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED 6Y CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT 'THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLF-55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY C • < � 4 u1 _ L)Lu Www wL= O IL -(t F 5_7 - M) aksF- W _)p U� t vo�u, _ iE Q Ci iE `' O F� cz C O " L xurL%Q LL � I a w�'�� ww�< vim uz [�u� J vw < Lu ~ V ori — am am ®1 mmm WNW cn Incq m c °O m o C� LU DATE 00-3047 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: structural Details Sheet number: 2 00 \ 0.131 x 3" COMMON SEE TABLE FOR NAILING 4 0A OR 0'-.0 MIN. \ lo" o.c. �r�"CHEDUL E @ SPLICE 4-0.131 x 3 1/2" COM. - DOUBLE TOP PRE-ENr-z UJOOD TRU5S (T -TF) 4-0.131 x 3"FLATE APA n �\\\ COMMON aaa as 3-0.131 x 3" COMMON �� DOUBLE STUD , KATFD 5HEATHING. SE�__ EA. SIDE OF JOINT 0,131 x 3 -- NAILING SCHEDULE rt r - STUDS 1/o" o.c. COM, TABLE FOR u /@ 10 o.c. PT BOAT. _ P ATTACHMENT. U.N.O. 4 ;' (I) SIM 50N 15TA1z \ -� PLArE STRAP 4a" O.C. 51 3 , --- 3-0131rOM. TRU$$ \2x4 BLOCKING lU 61MP50N L6TA12 I/2 CEILING ,xl P BD W/ Sd 4-0.131 x 3" � pp- 2-0.131 x 3 1/2 ATTACHED W/ (TYP) OR COOLER NAILS 7 Off'. OR COMMON �y� COM. (1) SIMPSON L TAIr CHORD (2) 0.131 x 3 PROTIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 2-0,131 x 3'1-1-1 45U.G. ATTACHED I/2" TOENAILS 0.131 x 31/2" NAILS (4 BAY OR a Ft FROM 5 SEE TABLE BELOW COMMON � DOUE3LE STUD CONDITION TO BOTTOM CHORD EACH END, o" 0. C. MASONRY WALL) _ FOR LAPSPLICE OF GABLE UNO. CONTINUOUS 1/2 GYP BD NOTE: CROSS BRACING 4 �- a11 MASONRY WALL 2 \ ' W/(I) #5 REBAR ALL BLOCKING TO BE _ TOP PLATE EA5'FENEE5 / CONT. IN KNOCKOUT -FLAT OR CATHEDRAL REPEATED 43" U.C. TYP. COURSE E Ex anded Blocking Information Diagram 2-0.131 X 3 S 3 SCALE: Mrs 3 — \°>nnI I wl c �� 1/2" COM. TABLE FOR ATTAGHMENT���/ I I I I I I ��,"'N ��Z .. I -,H I I 1i1*l.o.� U,V 2x4 "T" BRAG �OR L6TAI2� 5EGURE RIDGE BEAM TO CLEAT W/ (4) lod TOENAILS EACH SIDE �L PRO%IDP (FS)H N n IIS � FA �L—. J RAFCOLLAR B $-3 SCALE:NTS TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) -0.131 x 31/21, A �� COM TOP PLATE �\ 3 -0 NM 3--� p - 10.131 x 3 1/2" COM. , — PT BOTT. PLATE APA RATED SHEATHING. / SEE NAILING SCHEDULE TOP PLATE FA5TENER SCHEDULE (INTERIOR WALL) LAPSP LIGE NAILING 9 SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 3" 0/C (0.131 x 3" 3" 0/C TABLE FOR ATTAGHMENT���/ I I I I I I ��,"'N ��Z .. I -,H I I PRE-ENGINEERED O`/ERLAP TPJ55 BRACING � WOOD TRUSSES 9 L EAST ONE TRU55 SPACE 4'-0" 4'-011 � � NOTE: 5: 0.131 x 3" COMM. 9 l o' o.c. 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL 11IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF �� ;�, OVERLAP , BE '"l SOUTHERN YELLOW PINS � 24 O.G. MAX.MA.0SECTION SIZE SMALL 1w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL6 711 O.G. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN As FOLLOWS: A BEARING WALL, USE THE FOLLOWING PLATES: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA l4 BAY _ - P"PN53Z IN LOCATIONS WHERE A LAP SPLICE Is NOT CLOSE. UP TO 4 -0 --- 2X4 12'-0" TO 15'-011 ---- 2X10 , ^ OR S FEET FROM MASONRY WALL) 41.011 TO 8'-O" _ - 2Xo 11 -_ - PSPN51oZ IN LOCATIONS WHERE A LAP SPLICE 15 CL OSE. ' 15 0 TO 18 O -- 2�C12 \' V-0" TO 12'-0" ---- 2Xa \� F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) S 3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 617E OF 2x12 FOR 2x12 RAFTERS. 51MPSON HT.5110 3. CLEAT 5HALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT "HALL BE FASTENED As SHOWN W/ ! o APA RATED SHEATHING. SEE 6IMP50N MSTA24 TENSION STRAPS a EACH TRUSS USING (14) 10d NAILS. INSTALL THE 12d COM, SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED $TRAP BY CUTTING A HOLE INTO THE SHEATHING '@ EACH SIDE OF TRUss 4 THREADING 12" O.G. SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/211 NAILS THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TU TOP OF CLEAT. . \ 4-lod COM. FFOR ATTACHMENTS INTERSECTING BLOCKING 2-3d COM. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 6IMP60N HT520 W/ ( 20) 10d 0.131 x 3 1/2" NAILS FOR 2x12 RAFTERS, (10) IOd NAILS FOR 2x10 RAFTERS, (14) loci NAILS FOR 2x10 ;� �I1, COM. a" Or. - is RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2xo RAFTERS W/ SPAN5 LESS THAN 4'-011 `� z x4 W/I/2 PLYWD. MINIMUM (2) 0.131 x 3 I/2" MINIMUM 1"X4" TRUSS � � � � n � SPACER NOTE: 2X4'5 RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (a) IOd NAILS. : ^ MAY BE TURNED SIMPSON HTT4 W/ PER JOINT BRACING APA RATED SHEATHING.—\ o TRUs6Es @ 24" Or. °' r'I SEF NAILING SCHEDULE 5. SECURE RAFTER" TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) IOd FLATWISE 60 NO r m 5/3 DIA A.B. TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. U5E (3) IOd 4 (o) IOd SPACER Is NEEDED. Truss Bracin averla Detail U.N.O./2 CEILING GYP BD W/ 5d A COOLER NAILS 7" O.G. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L5"U23 W/ (IO) IOd 4 (5) lOd x I I/2" FOR 2x3 lod COM, all O.C. S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR a RAFTERS. USE LSU2% W/ (o) IOGI 4 (5) IOd x 11/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-011 IOd COM. 12" Ft FROM MASONRY WALL) OR GREATER. 2xo RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TUE-NAILED TO RIDGE 44od COM. - (1) 51MP50N L5TA12 BEAM W/ (a) loci NAILS. STRAP 4a° O.C. ''' o. WHERE NEEDED, PROVIDE FLAT 2Xo BLOCKING BETWEEN TRU"SES AT TOP CORD FOR INF. PEADER (NON-E3EAi�'INr_:s ) 4 STUD CORNER ll) SIMPSON NETA20 F INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) lod TOENAILS AT _ SEE FLOOR PLAN FOR s E 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORP. STr�tFPIN� INFO taTION 43" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH LENGTH 4 WIDTH BOTTOM CHORD OF BLOCKING UNO, H END, DBL TOP PLATE _ FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valley Set Attachment DetailPGeneral Wood Attachment Details 0.131 x 3 I/2" R.S. NAIL S a 12" FLAT OR CATHEDRAL S-3 SCALE: NTS 5.3 SCALE: NTS O.G. ALL-AROUND 3" MASONRY WALL WIN) #5 - 1/2" GYP BD REBAR DONT. IN y -- NOTE: CROSS BRACING 4 - - KNOCKOUT COURSE INSTALL SIMP$ON LU524 WALL SHEATHING ALL BLOC INC TO BE KNEEWALL MIN. EA. SIDE OF THF ALL RAFTERS SHALL BE #2 NAILED PER REPEATED 481' O.C. TYP. ^ ^ ^ SOUTHERN YELLOW PINE a 01/5 2 STUDS /@ MIN. CEILING JOISTS, JOISTS 24 O.C. MAX. SECTION DBL 2X4 Io O.G. TO BE PER NOTE 1 PLATE GOVT, SIZE SHALL BE o a'-011 (MAX.) TYP. MasonryGable End DETERMINED ACCORDING fC/ rL '� W/ 5IMP50N TO THE LENGTH OF SPAN HT520 /@ 32° S 3 SCALE: NTS t t NOTES: ct� rr1 SS P .--- 2X4 1. ADJACENT NAILS ARE O.G. OR CSIo S, e3 DRIVEN FROM OPPOSITE 2x4 WD CONST, w - TO ALIGNING FLASHING ALL-AROUND 31.011 TO 3' O" ---- 2X3 "IDES OF THE COLUMN lo" O.G. LLA ` _ STUDS BELOW SADDLE v> c SEE NAILING APA RATED SHEATHING. SEE NAILING / \ 2. ALL NAILS PENETRATE -v ROOF ELEMENT SCHEDULE TABLE FOR ATTACH THF FRAME I_/ 0 I TO 15 -0 -- 2iCIO LEAST 3/4 Or THE 2xo SOLE PLATE- � � `- ELEMENT SCHEDULE SCHEDULE �rABLF FOR ATTACHMENT. U.N.O. Or CEILING WITH � 15 -0 TO la -0 ---- 2X12 �A^ c r THE ^ CUT OUTSIDE EDGE ATTACHMENTS THICKNESS, OF THE LAST - C O TO ALLOW 4-0.131 x 3 1/2" NAILS - PLUM CONNECTION GS to TOP TO EA. STUD ALL LAMINATION ° w/ SHEATHING FASTEN CNURD TO r ATTACHED W/(4) 0.131 x n 3. FOR X PLY, PROVIDE I/4"SOLI I r F n r AROUND PERIMGT-R. DIA. I R�Wa OR EQUA_ TO ROOF SHEATHING HIMNEY ,PA RATED I 1'-0" 3 1/2 NAILS a - / BLOCKING to 1/4" x EA. SHEATHING. SEE -I`M4' INTERSECTING NOTES : (SPACE AS SHOWN FOR 511 WOOD SCREWS 411 CORNER NAILING SCHEDULE o BLOCKING 3 -PLY) r O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR I. ALL CEILING FRAME TO BE AS PER TABLE A. 'OR 5 -PLY, PROVIDE 1/4111 1i TRUSSES 24: OC. ATTACHMENT. U.N.O. p a DIA. X 711 LAG SCR�WS _ ll) 51MPSON LsTAl2 1/211 CEILING GYP BD W/ ,2A. FOLLOW NAILING PATTERN FROM THE � O OWN AL (SPACE -AS APPROVED PLAN5 FOR SHEATHING ATTACHMENT. EACH END OF IIL11 �d COOLER NAILS 7" U.G. 5. REFER TO NDS 6ECTION 2xo BLOCKING FASTENED TO BR-nCE OR EQUAL, DIAPHRAGM M T .Frame Down C1 = a� Entr 3. WHEN INSTALLING SIMPSON PRODUCTS REFER 15.3 FOR ADDITIONAL ROOF SHEATHING - �FRAMING to 4-0,131 x 3 1/2" AREA (4 BAY OR a Ft S 3 SCALE: NTS TO 51MP6ON'6 INSTRUCTIONS 4 5PECIFICATION6. INFORMATION NAILS EACH END c FROM MASONRY WALL) 2x4, 2xo, OR 2xa S.Y.P. °1 B lb" O.C. SEE I II Fireplace Chase Detail 1i1*l.o.� U,V 2x4 "T" BRAG �OR L6TAI2� 3'-0" B $-3 SCALE:NTS PRErROOF 7RUSnES / ��� � ? CONTINUE SHEATHING BELOW Q CONVENTIONAL CONVENTIONAL FRMG I@ ATTACHED $TRUCTURE5 WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS \ -" ENTRYWAYS 4 PORCHES 9'-0" TOP PLATE FA5TENER SCHEDULE (INTERIOR WALL) Ery ✓ 4-XI.IJI / J I/L l.+Vl I. 1 � SINGLE STUD CONDITION r 4 STUD CORNER 2x4 lo" o.c, LAPSPLIGE NAILING 9 SPLICE ALL OTr1ER NAILING 24" 2 -ROWS 0.131 x 3" 6" 0/G 0.131 x 3" S" 0/G PRE-ENGINEERED O`/ERLAP TPJ55 BRACING � WOOD TRUSSES 9 L EAST ONE TRU55 SPACE 4'-0" 4'-011 � � NOTE: 5: 0.131 x 3" COMM. 9 l o' o.c. 2x4 BLOCKING ATTACHED I/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL 11IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF �� ;�, OVERLAP , BE '"l SOUTHERN YELLOW PINS � 24 O.G. MAX.MA.0SECTION SIZE SMALL 1w/ (2) 0.131 x 31/2" TOENAILS COOLER NAIL6 711 O.G. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN As FOLLOWS: A BEARING WALL, USE THE FOLLOWING PLATES: EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA l4 BAY _ - P"PN53Z IN LOCATIONS WHERE A LAP SPLICE Is NOT CLOSE. UP TO 4 -0 --- 2X4 12'-0" TO 15'-011 ---- 2X10 , ^ OR S FEET FROM MASONRY WALL) 41.011 TO 8'-O" _ - 2Xo 11 -_ - PSPN51oZ IN LOCATIONS WHERE A LAP SPLICE 15 CL OSE. ' 15 0 TO 18 O -- 2�C12 \' V-0" TO 12'-0" ---- 2Xa \� F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) S 3 (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 617E OF 2x12 FOR 2x12 RAFTERS. 51MPSON HT.5110 3. CLEAT 5HALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT "HALL BE FASTENED As SHOWN W/ ! o APA RATED SHEATHING. SEE 6IMP50N MSTA24 TENSION STRAPS a EACH TRUSS USING (14) 10d NAILS. INSTALL THE 12d COM, SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED $TRAP BY CUTTING A HOLE INTO THE SHEATHING '@ EACH SIDE OF TRUss 4 THREADING 12" O.G. SCHEDULE TABLE ATTACHMENT. U.N.O. W/(4) 0.131 x 3 1/211 NAILS THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TU TOP OF CLEAT. . \ 4-lod COM. FFOR ATTACHMENTS INTERSECTING BLOCKING 2-3d COM. 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING 6IMP60N HT520 W/ ( 20) 10d 0.131 x 3 1/2" NAILS FOR 2x12 RAFTERS, (10) IOd NAILS FOR 2x10 RAFTERS, (14) loci NAILS FOR 2x10 ;� �I1, COM. a" Or. - is RAFTERS WITH 5PAN5 OF 4'-0" OR GREATER. 2xo RAFTERS W/ SPAN5 LESS THAN 4'-011 `� z x4 W/I/2 PLYWD. MINIMUM (2) 0.131 x 3 I/2" MINIMUM 1"X4" TRUSS � � � � n � SPACER NOTE: 2X4'5 RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (a) IOd NAILS. : ^ MAY BE TURNED SIMPSON HTT4 W/ PER JOINT BRACING APA RATED SHEATHING.—\ o TRUs6Es @ 24" Or. °' r'I SEF NAILING SCHEDULE 5. SECURE RAFTER" TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) IOd FLATWISE 60 NO r m 5/3 DIA A.B. TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM (7) 10d x 1 1/2" NAILS INTO 2x12 RAFTERS. U5E (3) IOd 4 (o) IOd SPACER Is NEEDED. Truss Bracin averla Detail U.N.O./2 CEILING GYP BD W/ 5d A COOLER NAILS 7" O.G. OR EQUAL, RESPECTIVELY FOR 2x10 RAFTERS. USE L5"U23 W/ (IO) IOd 4 (5) lOd x I I/2" FOR 2x3 lod COM, all O.C. S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR a RAFTERS. USE LSU2% W/ (o) IOGI 4 (5) IOd x 11/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-011 IOd COM. 12" Ft FROM MASONRY WALL) OR GREATER. 2xo RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TUE-NAILED TO RIDGE 44od COM. - (1) 51MP50N L5TA12 BEAM W/ (a) loci NAILS. STRAP 4a° O.C. ''' o. WHERE NEEDED, PROVIDE FLAT 2Xo BLOCKING BETWEEN TRU"SES AT TOP CORD FOR INF. PEADER (NON-E3EAi�'INr_:s ) 4 STUD CORNER ll) SIMPSON NETA20 F INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) lod TOENAILS AT _ SEE FLOOR PLAN FOR s E 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORP. STr�tFPIN� INFO taTION 43" O.G. ATTACHED TO EXPANDED 0.131 x 3 1/2" TOENAILS EACH LENGTH 4 WIDTH BOTTOM CHORD OF BLOCKING UNO, H END, DBL TOP PLATE _ FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) Valley Set Attachment DetailPGeneral Wood Attachment Details 0.131 x 3 I/2" R.S. NAIL S a 12" FLAT OR CATHEDRAL S-3 SCALE: NTS 5.3 SCALE: NTS O.G. ALL-AROUND 3" MASONRY WALL WIN) #5 - 1/2" GYP BD REBAR DONT. IN y -- NOTE: CROSS BRACING 4 - - KNOCKOUT COURSE INSTALL SIMP$ON LU524 WALL SHEATHING ALL BLOC INC TO BE KNEEWALL MIN. EA. SIDE OF THF ALL RAFTERS SHALL BE #2 NAILED PER REPEATED 481' O.C. TYP. ^ ^ ^ SOUTHERN YELLOW PINE a 01/5 2 STUDS /@ MIN. CEILING JOISTS, JOISTS 24 O.C. MAX. SECTION DBL 2X4 Io O.G. TO BE PER NOTE 1 PLATE GOVT, SIZE SHALL BE o a'-011 (MAX.) TYP. MasonryGable End DETERMINED ACCORDING fC/ rL '� W/ 5IMP50N TO THE LENGTH OF SPAN HT520 /@ 32° S 3 SCALE: NTS t t NOTES: ct� rr1 SS P .--- 2X4 1. ADJACENT NAILS ARE O.G. OR CSIo S, e3 DRIVEN FROM OPPOSITE 2x4 WD CONST, w - TO ALIGNING FLASHING ALL-AROUND 31.011 TO 3' O" ---- 2X3 "IDES OF THE COLUMN lo" O.G. LLA ` _ STUDS BELOW SADDLE v> c SEE NAILING APA RATED SHEATHING. SEE NAILING / \ 2. ALL NAILS PENETRATE -v ROOF ELEMENT SCHEDULE TABLE FOR ATTACH THF FRAME I_/ 0 I TO 15 -0 -- 2iCIO LEAST 3/4 Or THE 2xo SOLE PLATE- � � `- ELEMENT SCHEDULE SCHEDULE �rABLF FOR ATTACHMENT. U.N.O. Or CEILING WITH � 15 -0 TO la -0 ---- 2X12 �A^ c r THE ^ CUT OUTSIDE EDGE ATTACHMENTS THICKNESS, OF THE LAST - C O TO ALLOW 4-0.131 x 3 1/2" NAILS - PLUM CONNECTION GS to TOP TO EA. STUD ALL LAMINATION ° w/ SHEATHING FASTEN CNURD TO r ATTACHED W/(4) 0.131 x n 3. FOR X PLY, PROVIDE I/4"SOLI I r F n r AROUND PERIMGT-R. DIA. I R�Wa OR EQUA_ TO ROOF SHEATHING HIMNEY ,PA RATED I 1'-0" 3 1/2 NAILS a - / BLOCKING to 1/4" x EA. SHEATHING. SEE -I`M4' INTERSECTING NOTES : (SPACE AS SHOWN FOR 511 WOOD SCREWS 411 CORNER NAILING SCHEDULE o BLOCKING 3 -PLY) r O.C. ALL-AROUND TOP CHORD ENG. TABLE FOR I. ALL CEILING FRAME TO BE AS PER TABLE A. 'OR 5 -PLY, PROVIDE 1/4111 1i TRUSSES 24: OC. ATTACHMENT. U.N.O. p a DIA. X 711 LAG SCR�WS _ ll) 51MPSON LsTAl2 1/211 CEILING GYP BD W/ ,2A. FOLLOW NAILING PATTERN FROM THE � O OWN AL (SPACE -AS APPROVED PLAN5 FOR SHEATHING ATTACHMENT. EACH END OF IIL11 �d COOLER NAILS 7" U.G. 5. REFER TO NDS 6ECTION 2xo BLOCKING FASTENED TO BR-nCE OR EQUAL, DIAPHRAGM M T .Frame Down C1 = a� Entr 3. WHEN INSTALLING SIMPSON PRODUCTS REFER 15.3 FOR ADDITIONAL ROOF SHEATHING - �FRAMING to 4-0,131 x 3 1/2" AREA (4 BAY OR a Ft S 3 SCALE: NTS TO 51MP6ON'6 INSTRUCTIONS 4 5PECIFICATION6. INFORMATION NAILS EACH END c FROM MASONRY WALL) 2x4, 2xo, OR 2xa S.Y.P. °1 B lb" O.C. SEE I II Fireplace Chase Detail FLOOR PLAN FOR PRE-ENGINEERED SIZING OF 5TUD5 TRUSSES 0 24" O.G. FLAT OR CATHEDRAL 3'-0" B $-3 SCALE:NTS 2x BLOCKING a ALL--� (1) 61MP5ON HIDA OR HT516 5HEATHING- SEAMS, 2x4 Io" or. 9'-0" USE EDGE NAILING 9'-411 2x4 lo" o.c, SCHDUL E. E NOTE: CROSS BRACING 4 2xo lo" o.c. ENGINEERING, LLC, OR ANY CONSTRUCTION APA RATED SHEATHING. SEE NAILING BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. ALL BLOCKING TO BE N TYP. Frame Wall Gable End REPEATED 43" O.C. TYP. ENGINEERING, LLC SHALL AUTOMATICALLY ENGINEERING U.N.O. S 3 SCALE: N,rs SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND UNDRACE WALL ; HF=IG HT 61'P 3'-0" 2x4 lo" o.c. 3' 3" 2x4 Io" or. 9'-0" 2x4 lo" o.c. 9'-411 2x4 lo" o.c, 10'-011 2xo lo" o.c. NOTES: "TYPICAL AT ALL LOAD BEARING SYP. _ COMPONENTS, LUMBER TYPE AND GRADE MAY "FOLLOW THIS TABLE FOR ITS GIVEN OPTIONS." "LUMBER DEPTHS (2) 21'x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH tu/ (2) ROWS OF uj/ 51MPSON 5D525600 WOOD ) R.S. NAILS 0.131 x 3" R.S. NAILS o" SGR�WS STAGGERED lot[ �� SUr�STITUT�D FOR E n RED '@ o ANY STUD WORK AT lo" STAGGERED Q o" O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (#2 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR SYP MINY' OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN a" - M �� 311 USE (3) ROWS. USE (2) ROWS @ oil OC.. APA RATED PRE-ENGINEERED rAPA RATED SHEATHING. SEE NAILING ^'I - n TRu"SEs z4",, N 141 mph MAX., Ex C, Enclosed, Exterior Frame Wall Table Q T Nailin Schedule for Built=�lJ Sn^,THING. 5E� NAILING SCHEDULE O.C. - CHEDULE TABLE FOR ATTACHMENT. $-3 SCALE:Nrs S-3 yp� g p Columns &BEAMS TABLE FOR a N,O. SCALE: NTS ATTACHMENT. U.N.O. SEE DETAIL A NOTE: THREE OR ON TH15 SHEET n ,COMPRESSION WEB ^ DROPPED MORE REPEATEDSLOPING OR WHEN TRUSS 4 STUD ARE �ONTINUOU^ 20' 0" 20'-011 SEE EXPANDED (TYP) NOTE: GABLE END FOR IDENTICAL TRUSSES �tp0 VERTICAL ALIGNED SIMPSON TWIST I. SEE TIRUS� BOTTOM CORD BLOCKING T DIAGRAM OUTRIGGER Inl I HAVE '� STRAP TYPE CONNECTOR MANUFACTURER Sn^-- I^ BRACING 1X4 lHT"/MTs) MAY BE DIAGONAL BRACE' n ^ ^ ^ MIN. (U SIMPSON 2x4 BL OCKWG 1/2" CEILING GYP BD W/ (AS REQUIRED BY ONTINUOU5 PERMANENT LATERAL NAILED TO TRUSS 4 STUD TRU55 ENGINEERING LS"rAl2 STRAP ATTACHED W/ (2) 5d COOLER NAILS 7" BELOW. NO 5PH4 IS WHEN STUD Is CUT SHEETS FOR ' NEEDED 9 THIS STUD. o NOT ALIGNED ADDITIONAL 48" O.G. 0.131 x 3 1/2" R.5, OC.. OR EQUAL, HIB -91) BRACE (CLB) TOENAIL 5 EACH DIAPHRAGM AREA (4 NETA 20 a 4a" O.C. END, UNO. BAY OR a Ft FROM ATTACHED TO MASONRY WALL) ATTACH CHORD OF -1/2 GYP BD FLAT OR CATHEDRAL GABLE 1 NOTE: CROSS BRACING 4 3" MASONRY WALL ALL BLOCKING TO BE W/0) #5 REBAR CONT. REPEATED 49," OC TYP 1/2" CEILING CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15GREPANCIES GYPSUM BD WORK. THESE PLANS ARE'rHE PROPERTY pF WITH A TRUSS NOTE: °°° AND/OR WHEN PERMANENT BRACING "AT 2xo WALLS USE SPHo TRUSS STRAP Is THAT M'f BE R_EOUIRED. CL B DIAGONAL ERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF - ° ° BRAGE AS NOT DIRECTLY 2. T 3RACINC- MAY BE NAILED TO OPPOSITE 50E OF WEB 5PH4 CONNECTORS SHOWN. - ° ° ° ° ATTACHED TO^TuD USE n) USED IN FLA(--=- OF REQUIRED BY TO PREVENT LATERAL MOVEMENT 4 AT 2x,5WALLS USE 5PH,5 �^ �a..�l SHOULD BE REPEATED 0 CONNEGTOR5 IN LIEU OF - SIMP50N 6PI-14 PERMANENT BRACING o APPROXIMATELY 20' INTERVALS. SPH4 CONNECTORS SHOWN. OR 5P2 PROVIDED IT EXTENDS w FOR WALLS LARGER THAN OVER 0 LEAST 90% OF IL 1x4 MIN. BRAGING W/(3) 0.131 x 2x8, U5E 51MP50N 5P1'5 ON TYPICAL NIDA CONFIGURATION, DO NO"r NAIL z IN KNOCKOUT COUR5E 31/2" NAILS @ INTERSECTING EACH SIDE OF STUD TO THE UJE3. WEBS BOTTOM PLATE 4 51MP50N THROUGH OTHER STRAPPING/CONNECTORS. 5P2'S ON EACH SIDE OF REFER TO CONNECTOR NOTES FOR FRAME TO STUD TO TOP PLATES. TRUSS CONNECTIONS. It G } 4- F U I z s L4l Lll V U.N.O. - - -c Gable Section - For Gable Less Than r;­�CLB Diagonal Brace20' Max Intervals Detail �= TOP 11 BOTTOM CORD - - NOTE: SEE TRUSS LAYOUT GABLE ENE), BRACING a S 3 �� SCALE: NTS S 3 SCALE: NTS FOR ANY ADDITIONAL 4'-0" O.C. MAX. FOR FIRST 4 �0 High STRAPPING REQUIRED Frame Wall Truss Connection Detail R Gable & Cig Bracing Diagram (4) ROWS OF TRU55E5 S 3 SCALE: NTS S-3 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15GREPANCIES I—No WORK. THESE PLANS ARE'rHE PROPERTY pF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJEG"r. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REOARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VUR7EX ENGINEERING, LLC, OR ANY CONSTRUCTION MONSOON THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ GAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY • LLl < q CD za O S mLL_ s`-�`�`r1 l 1 Z LL Q Ly U JZC) Ly 2iL011 [YTS VJ�rL }�- •,-.�y IGuj LLU ( C Q w�vQ ZE`�Wz 0 C � O -Q� LU ch - L LU _ ,L ®® ®® m tr G } 4- F U I z s L4l Lll V U.N.O. - - -c Gable Section - For Gable Less Than r;­�CLB Diagonal Brace20' Max Intervals Detail �= TOP 11 BOTTOM CORD - - NOTE: SEE TRUSS LAYOUT GABLE ENE), BRACING a S 3 �� SCALE: NTS S 3 SCALE: NTS FOR ANY ADDITIONAL 4'-0" O.C. MAX. FOR FIRST 4 �0 High STRAPPING REQUIRED Frame Wall Truss Connection Detail R Gable & Cig Bracing Diagram (4) ROWS OF TRU55E5 S 3 SCALE: NTS S-3 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD AND REPORT ANY D15GREPANCIES TO ENGINEER PRIOR TO 5TARTIN0 ANY WORK. THESE PLANS ARE'rHE PROPERTY pF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJEG"r. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REOARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VUR7EX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ GAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY • LLl < q CD za O S mLL_ s`-�`�`r1 l 1 Z LL Q Ly U JZC) Ly 2iL011 [YTS VJ�rL }�- •,-.�y IGuj LLU ( C Q w�vQ ZE`�Wz 0 C � O -Q� LU ch - L LU _ ,L ®® ®® m tr DATE SCALE NOTED DRAWN MiC/PDK JOB Sheet content: Structural Details sheet number: ®141 '-- DBL. 2 x 4 TOP PLATE SIMPSON SPH4 0 EACH STUD TO TOP PLATE WALL CONNECTION W10 WINDOW I. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 BOT. CORD OF TRUSS. 51MP50N L5TA30 w/ 22 -10d NAILS a) 24" O.G. MAX OR EACH STUD. 2. PROVIDE 2X BLOCKING '@ SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (5E AM lo" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS SEE ELEVATION PAGES F ROOF COVERING 4 5MEATHING DETAIL SEE ELEVATION - PAGES FOR SOFFIT 4 FASCIA DETAIL WE). HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY 5PEC6 OR ENERGY CALC5 1/10" APA RATED SHEATHING MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 6-2 2 x 4 50LE PLATE 5IMP60N C510 OR 51MP60N M5TA3o a 32" O.C. OR EVERY OTHER STUD, TYP., BLOCK A5 NEEDED 2x4 *2 SYP RIM w/ (5) 0.131 x - 3 1/2" NAILS EA. TRU65 JOIST (INSET) 2x4 FLATW16E VERT, BLOCKING AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS, 2x4 02 SYP RIM w/ (5) 0.131 3 1/2" NAILS EA. TRUSS JOIE (INSET) SHEATHING TO BE FLUSH UJ/ — BLOCK SEE TRUSS LAYOUT FOR — STRAPPING INFORMATION 3" CONC. K.O. BLOCK BOND BEAM POUR SOLID UJ/ I - 15 REBAR CONT. HORN. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RE515TANT PRE -CAST CONC. SILL 4" NIGH CONC. BLK. 3" CMU PER A5TM-C 90, 1900 P51 MIN. UJ/ TYPE M OR 5 MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINI5H PER F3CR "103! T 5EE ELEVATIONS NOTE: "AT 2xo WALLS USE 5PHo CONNECTORS IN LIEU OF 5PN4 CONNECTORS E HOIUN. AT 2x8 WALLS USE 6PH8 CONNECTORS IN LIEU OF 51-1-14 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE SIMPSON 5PI'5 ON EAC' -1 51DE OF STUD TO BOTTOM PLATE 4 51MP60N 5P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ENGINEERED ROOF TRU55E5� @24" O.G. MAX. 12 SEE ELE`. INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 0 EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION DBL. 2 x 4 SYP 'TOP PLATE U)/ 6IMP50N 5PN4 Q lo" O.C. EACH STUD (12) IOd NAILS EACH. GYP BOARD RETURN SILL CAULK WINDOW 2 x 4 SILL 2X FRAME WAL L SEE TABLE "N" ON SHEET S-3 FOR SPACING. 1/2" GYPSUM BOARD 3/4" T4G GLUED W1 CONSTR. ADHESIVE 4 NAILED SEE SCHEDULE DETAIL "O" ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES a 24" O.C. `4 - '—SIMPSON HETA20 /@ 32" O.G. IF ATTACHED TO RIMJ015T5, 024" O.C. MAX IF ATTACHED TO FLOOR TRUS5E5 44 1/2" CEILING GYP. BOARD SEE NOTE ON N -I PAGE FOR GARAGE ADPL KATION IX P.T. FURRING HORIL I x o P.T. CURTAIN NAILER 9 OPENING5 FRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. SUCK STRIP WINDOW SILL - CAULK WINDOW II i1/2" GYP5UN BOARD II SEEP OUND aPLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. (-A-jypical Two Story Wall Section S 4 SCALE: NTS �– DBL. 2 x 4 TOP PLATE 51MP50N SPI -14 IcD EACH STUD TO TOP PLATE WALL CONNECTION W10 WINDOW SEE ELEVATION PAGES FOR SOFFIT 4 FASCIA DETAIL (2)-2x WE). HEADER (U.N.O.) W1 1/2" FLITCH PLATE SEE FLOOF PLAN FOR EXACT SCHEDULE WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 1110" APA RATED SHEATHING NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 USE 2- 15 BARS IN K.O. BLOCK TOP (2) TWO COURSES 8" CONC. K.O. BLOCK BOND — BEAM POUR SOLID (2500 PSI) U)/ 2 - #5 REBAR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. SILL 4" HIGH CONC. BILK. 8" CMU PER A5TM-C 90, 1900 P51 MIN. UJ/ TYPE M OR 5 MORTAR PER A5TM-C 210. 5/a" CEMENTITIOUS FIN15H PER FBCR 1036 SEE ELEVATION PAGES FOR ROOF COVERING 4 SHEATHING DETAIL 5EE ELEVATI 4 ENGINEERED ROOF TRUSSES 024" O.C. MAX. 12 SEE ELE` / INSULATION BAFFLE INSULATION PER COMMUNITY SPECS OR ENERGY CALLS I/2" GYPSUM CEILING BOARD HURRICANE ANCHOR a EACH TRUSS 5EE 'TRU55 LAYOUT FOR STRAPPING INFORMATION D13L. 2 x a SYP TOP PLATE UJ/ 51MP50N 5PH8 Q lo" O.C. EACH STUD (12) 106 NAILS EACH. GYP. 30ARD RETURN WINDOW SILL CAULK ,@ WINDOW 2x8SILL 2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR SPACING. 1/2" GYPSUM BOARD INSTAL L 1/2" DIA. x a" °J" BOLTS 4 WASHERS W1 5" IMBED 2'-0" O.C. (MAX.) CENTERED ON WALL. SIMPSON SPHa 2x8 PT 50LE PLATE IX P.T. FURRING How. I x h P.T. CURTAIN NAILER a OPENINGS PRECA5T CONCRETE LINTEL 5EE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP WINDOW SILL - CAULK WINDOW 1/2" GYP5UN 80ARD - . 4"GONG. SLAB. SEE FOUND. PLAN a 4 u 4:$ FOOTING SEE FOUNDATION PLAN FOR 517E5 4 MORE INFO. (-��Typical Two Story Wall Section �W/0 Floor System SCALE:NTS � c ■ f� NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D15.REPANGIE5 TO ENGINEER PRIOR TO 5TARTIN0 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. U5E OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANOE5 TO THESE PLANS, REOARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENOINEERING, LL(., OR ANY GON5TRUGTION EXECU'(ED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLE55 TO ANY LIABILITY, CLAIMS, 5UIT5, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND 5PECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY .°• / ° •0 P •Jl Lt.) {t CC: < z Vp ��� 7W°~ _ooh i-�3 �o Lu ua cz F p L8 Xz� F— r�-��, ��vo-Tv pz v � <w -fS 0 xp� iu2F1- I— t—KWo� Q ~U�p CL W QW_Uc 1 p= LL Lu ®® mmm ®MM m A-18 m }' �I -7 LQ DATE 00-3.047 SCALE NOTED DRAWN r lK/PDK JOB Sheet content: Structural Details Sheet number: SEGMENT LENGTH TO 5E EQUAL TO OR GREATER THAN "H" ATTACH TRU55E-5 PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.G. --- AND ATTACH WITH (3) 0.131"x3-1/2" TOENAILS AT EACH END TYP. SHE AT' A5 DELINEATED ELSEWHERE IN PI �iOUBLE TOP PLATE SET, (MIN. STUD GRADE 5YP) IN FIELD AND REPORT ANY DISCREPANCIES PROVIDE A MINIMUM 2 PLY END STUD WORK. DIA x 1/8" VORTEX ENGINEERING, LLC., AND 5HALL BE WASHER 1/2" DIA ALL -- 7- THREAD ROD WITHOUT' WRITTEN APPROVAL OF VORTEX 1/2" PIA /2" DIA ANCHOR BOLT cOUPLING O EACH END OF DETAIL \ PARTIES IN THE PROJECT. IF BOUND SPEGIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY FULL DEP�&%'LJKING SHEATHING EDGE5 w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. SIMPSON HTT4 OR EQUAL AT EACH END OF SEGMENT , 2x STUDS l� o" O.G. \ ��% / \ , INS TALL SIMPSON 65116 CROSS STRAPS WITH ( U 0.131"x3 -I/2" NAIL AT EACH PASSING STUD AND 5L OCK, AND WITH 4 NAILS MINIMUM AT E� H . END TO TOP AND s w 50TTOM PLATES/END STUDS. STRAPS SHOULD 5E c DIAGONAL AND AT 45 REL ? ION TO HORIZONTAL. TYPICAL. INSTALL 5/5" THREADED ROD IN 5IMP50N SET EPDXY OR EQUAL W Cj N W z ' q Lu LL ~n v[Y tLl Lu a Q � � H[] LLy�LL� I... d: W � _L Lu rz ^ H LY W1 i— �` fGw1 �u Wu,p l}i � a ['Z Q FE S CD z 4�71 vT—u5 W Y' n W L LU LLJ IF DOUSL E END STUD 15 OVER A VOID SPACE, INSTAI, L SOLID W BELOW. — tL >< >< QO w AV WITH 6" MIN ��PGKING EMBEDMENT, LLJ DATE 08-3.047 SCALE NOTED DRAWN r'lK/PSK JOB CMU WALL - SEE / FLOOR TRU56E5 FLOOR PLAN FOR TYP, MORE INFO. 2X BOTTOM PLATE WITH (4) MAILS AT EACH — PA551NG TRU55 OR NAILS ALONG THE 50TTOM PLATE INTO A PARALLEI TRU55/RIM JOIST AT 4" O.C. ALL NAILS TO 3E 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail S-5 SCALE: NTS AT GROSS STRAPPED 5EGMENT, IF 5HEA'T"ING 15 GYPSUM WALLBOARD, ATTACH WITH 'oD COOLER NAILS AT I" O.C. OR #6 X 1-1/4" SCREWS ro" O.C. ALONG EDGES AND 12" O.G. IN THE FIELD. IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAII INKY �r(-,H DULE AT 0/52. NOTE: "AT 2x6 WALL 5 USE SPINO CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5P"5 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MPSON BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMP50N 5P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." FOLLOW TABLE BEL( FOR APPROPRIATE SPACING V SIZE OF WALL STUDS. STUDS SHALL SE IN5TALLE1 MAX. IV' U.G., SEE 'N'/5-3 G516 OR M5TA 36 a 32"O.C. (36" LONG) FROM EA. STUD TO (2X12) WOOD BLOCK FLOOR JOIST 2x12 5YP � WOOD — BLOCK BETWEEN FLOOR JOIST WITH 5 - TOENAILS. NOTE: SEE 'N75-3 FOR STUD INFORMATION NOTE: "AT 2x6 WALLS USE SPHo CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x5, USE SIMPSON 5P1'6 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x16 WALLS USE SI N6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x5, USE SIMP50N BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ALT. Frame/Masonry 51MP50N SP{ -14 EA. STUD TOP 4 BOTTOM OF WAL FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. 5T SHALL BE IN5T' a MAX, 16" U.C. DIA. 1/2" J -BOL 1 OR WITH 6IMP5( SET EPDXY, 5" EMBEDMENT 1 Connection #1 SCALE: NTS x 5.Y.P. TOP PLATE 2x4 S.Y.P. 12 RIBBON W/4-106 /@ EA. FLOOR TRUSS. a N I 0.131 x 3 1/2" EA. )INT SIDE. '@ 32" O.C. ON THE AGE OF 2x12 JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d EA. TRUSS. ALT. Frame/Masonry Connection #2 2x4 SOLE PLATE — --� PROVIDE (2) 16d COM a EACH TRUSS 51MP50N CSIo W/ MIN (22) 106 COMMONS (12 MIN. EAC" ENE)) 17054 MAX @ 24" O.C. MAX OR EACH STUD WRAP UNDER TOP PLATE (IST FLR) 2x4 #2 5YP RIM w/ (3)— lod NAILS EA. TRU55 JOIST (INSET) 1/2" GYPSUM BOARD 51MP50N MT5110 a — --___- EACH FLOOR TRUSS 24" O.G. MAX. 1110" SHEATHING MIN., ---� SEE GENERAL NOTE FOR NAILING PATTERN PT 2X 50T. PLATE W/ SIMPSON SPI -44 �@ EA. STUD w/ (10) 10d NAILS EACH SCALE: NTS ENGINEERED ROOF TRUSSES X24" O.C. �,--INSULATION PER ENERGY CALCS 1/2" GYPSUM CEILING 50ARD HURRICANE ANCHOR �@ EACH TRU55 PROVIDE CONTINUOU5 STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE SPI -114 /w EA. STUD 1/2" GYPSUM 3/4" TVG GL UED W/ CONSTR. ADHESIVE 4 NAILED SEE 5CHEDULE DETAIL "O" ON SHEET 5-2 PRE ENGINEERED WOOD ;/Z—�FLOOR TRU55E5 @ 24" O.G. z /Z 1/2° GYPSUM CEILING BOARD W/ KNOCK - DOWN DRAG FINISH SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION D5L. 2X TOP PLATE w/ 51MP50N 5PN4 9 10" O.C. w/ (12) IOd NAILS EACH 1/2" GYPSUM 50ARD 1/2" ANCHOR BOLT '@ 24" O.G. W/ NUT V 2" SQUARE BY I/5" WASHERS 4"CONC. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION a PLAN FOR SIZES 4 MORE INFO. Typical Two Story Interior Bearing Shear Wall Section SCALE:NTS 2"X4" PANEL 5L000 FOR THE FIRST 8'-0" C FROM EA, END. (TYP) CHORD ATTACHED W/ COMMON TUE NAILS 2"X4" CROSS 5RACE 10 45" OIG FOR THE 1ST 2'-0" OF END WALL W1 (4) 0.131X3 1/2" 'a) E/ - INTO 2"X4" BLOCKING 2"X4" PANEL BLOCKINC 45" O/C FOR THE FIR: 5'-0" OF END WALL FRC EA. END. (TYP) TOP V BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE Nr 2"X4" GROSS BRACE 0 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" w EA. INTO 2"X4" BLOCKING FLOOR 2"x4" PANEL BLOCKING 0 45" O.G. FOR—JOIST THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END. (TYP) TOP 4 BOTTOM G"ORD ATTACHED W/ (2) 16d TOE NAILS. ..k WHEN CROSS BRACE ANGLE CREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2`x4` CRO56 BRACE 10 45" O.C. FOR — THE Ist 2'-0" OF END WALL W/ (2) 10dx3" EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) ... WHEN ANGLE IS GREATER THAN 45 CR055 BRACE @ 45" O.G. FOR THE Ist 4'-0" OF END WALL. Floor Truss Parallel To Brq. Wall SCALE: NTS ,D FLOOR FRAMING 1P50N C51/o OR M5TA36 STRAP 32" O.C., EVERY OTHER ;GH STUD OOR J015T-SEE FRAMING PLAN ;EP SCREED INSTAILED PER MANUF. 1PSON HETA20 @ 32" D.C. MAX. fill/1/ 1/2" DIA NUT IN FIELD AND REPORT ANY DISCREPANCIES W/ MIN, 1-1/4" WORK. DIA x 1/8" VORTEX ENGINEERING, LLC., AND 5HALL BE WASHER 1/2" DIA ALL -- 7- THREAD ROD WITHOUT' WRITTEN APPROVAL OF VORTEX 1/2" PIA /2" DIA ANCHOR BOLT cOUPLING A.B. EXTENSION DETAIL NOTE: SEE 'N'/5-3 FOR STUD INFORMATION NOTE: "AT 2x16 WALLS USE SI N6 CONNECTORS IN LIEU OF 5PN4 CONNECTORS SHOWN. AT 2x5 WALLS USE 5PH5 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x5, USE SIMP50N BPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON 5P2'S ON EACH SIDE OF STUD TO TOP PLATES. U.N.O." ALT. Frame/Masonry 51MP50N SP{ -14 EA. STUD TOP 4 BOTTOM OF WAL FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL STUDS. 5T SHALL BE IN5T' a MAX, 16" U.C. DIA. 1/2" J -BOL 1 OR WITH 6IMP5( SET EPDXY, 5" EMBEDMENT 1 Connection #1 SCALE: NTS x 5.Y.P. TOP PLATE 2x4 S.Y.P. 12 RIBBON W/4-106 /@ EA. FLOOR TRUSS. a N I 0.131 x 3 1/2" EA. )INT SIDE. '@ 32" O.C. ON THE AGE OF 2x12 JOINT COUPLER NUT 2X4 RIBBON w/ 3-16d EA. TRUSS. ALT. Frame/Masonry Connection #2 2x4 SOLE PLATE — --� PROVIDE (2) 16d COM a EACH TRUSS 51MP50N CSIo W/ MIN (22) 106 COMMONS (12 MIN. EAC" ENE)) 17054 MAX @ 24" O.C. MAX OR EACH STUD WRAP UNDER TOP PLATE (IST FLR) 2x4 #2 5YP RIM w/ (3)— lod NAILS EA. TRU55 JOIST (INSET) 1/2" GYPSUM BOARD 51MP50N MT5110 a — --___- EACH FLOOR TRUSS 24" O.G. MAX. 1110" SHEATHING MIN., ---� SEE GENERAL NOTE FOR NAILING PATTERN PT 2X 50T. PLATE W/ SIMPSON SPI -44 �@ EA. STUD w/ (10) 10d NAILS EACH SCALE: NTS ENGINEERED ROOF TRUSSES X24" O.C. �,--INSULATION PER ENERGY CALCS 1/2" GYPSUM CEILING 50ARD HURRICANE ANCHOR �@ EACH TRU55 PROVIDE CONTINUOU5 STRAPPING CONNECTION TO FOUNDATION DBL, 2X TOP PLATE SPI -114 /w EA. STUD 1/2" GYPSUM 3/4" TVG GL UED W/ CONSTR. ADHESIVE 4 NAILED SEE 5CHEDULE DETAIL "O" ON SHEET 5-2 PRE ENGINEERED WOOD ;/Z—�FLOOR TRU55E5 @ 24" O.G. z /Z 1/2° GYPSUM CEILING BOARD W/ KNOCK - DOWN DRAG FINISH SEE NOTE ON N -I PAGE FOR GARAGE APPLICATION D5L. 2X TOP PLATE w/ 51MP50N 5PN4 9 10" O.C. w/ (12) IOd NAILS EACH 1/2" GYPSUM 50ARD 1/2" ANCHOR BOLT '@ 24" O.G. W/ NUT V 2" SQUARE BY I/5" WASHERS 4"CONC. SLAB. SEE FOUND. PLAN FOOTING SEE FOUNDATION a PLAN FOR SIZES 4 MORE INFO. Typical Two Story Interior Bearing Shear Wall Section SCALE:NTS 2"X4" PANEL 5L000 FOR THE FIRST 8'-0" C FROM EA, END. (TYP) CHORD ATTACHED W/ COMMON TUE NAILS 2"X4" CROSS 5RACE 10 45" OIG FOR THE 1ST 2'-0" OF END WALL W1 (4) 0.131X3 1/2" 'a) E/ - INTO 2"X4" BLOCKING 2"X4" PANEL BLOCKINC 45" O/C FOR THE FIR: 5'-0" OF END WALL FRC EA. END. (TYP) TOP V BOTTOM CHORD ATTAC W/ (3) 0.131 X 3" TOE Nr 2"X4" GROSS BRACE 0 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" w EA. INTO 2"X4" BLOCKING FLOOR 2"x4" PANEL BLOCKING 0 45" O.G. FOR—JOIST THE FIRST 2'-0" OF END WALL FROM EA. (TYP) END. (TYP) TOP 4 BOTTOM G"ORD ATTACHED W/ (2) 16d TOE NAILS. ..k WHEN CROSS BRACE ANGLE CREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2`x4` CRO56 BRACE 10 45" O.C. FOR — THE Ist 2'-0" OF END WALL W/ (2) 10dx3" EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45°) ... WHEN ANGLE IS GREATER THAN 45 CR055 BRACE @ 45" O.G. FOR THE Ist 4'-0" OF END WALL. Floor Truss Parallel To Brq. Wall SCALE: NTS ,D FLOOR FRAMING 1P50N C51/o OR M5TA36 STRAP 32" O.C., EVERY OTHER ;GH STUD OOR J015T-SEE FRAMING PLAN ;EP SCREED INSTAILED PER MANUF. 1PSON HETA20 @ 32" D.C. MAX. fill/1/ GONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES ell WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE ^^;LucrL0 r `f •' 7- D ID FLOOR FRAMING )� • •�� `� r '1PSON C516 OR 1"15TA36, OR ��✓�� �ci••• {x • ��``�� QUAL AT EACH STUD, TO STUD X11 J111 i 111\\�� BONE/BELOW), FLOOR JOIST, OR -OCKING. OOR J015T-SEE FRAMING: PLAN NOTE: ADD 2X4 5LOCKINr @ M5TA3o OR CSIo OR "E"CA20 WHICH IS NOT ALIGNED W1 TRU55 VERT. WE5 U51NG 2-0.131" X 3 112" TOENAILS @ EA. END. SEE YAM WHEN D15TANCE IS LE55 THAN 2'-0" lo) THE FIRST SAI' EXTEND 5"EATHING TO 2nd FLOUR BOTTOM OF BEAM OR WALL X 71 GIRDER 51MP50N 05116 W/ MIN (22) IO6 COMMONS (I1 MIN. EACH END) SEAM / GIRDER ` 2x BOT. PLATE —PRE-ENGINEERED W/ 2-0.131 x 3 1/2" FLOOR TRUSS NAILS 6" O/C a Second Floor Frame Connection @ Girder S-5 SCALE: NTS NOTE: GONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES 'T'O ENGINEER PRIOR TO E T'AKTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND 5HALL BE RETURNED UPON COMPLETION OF THE PROJECT. U5E OR COPY 15 PERMIJ`TED 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 PLAN5 WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATIGALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPEGIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY W Cj N W z ' q Lu LL ~n v[Y tLl Lu a Q � � H[] LLy�LL� I... d: W � _L Lu rz ^ H LY W1 i— �` fGw1 �u Wu,p l}i � a ['Z Q FE S CD z 4�71 vT—u5 W Y' n W L LU LLJ LU LU — tL QO w AV LLJ DATE 08-3.047 SCALE NOTED DRAWN r'lK/PSK JOB Sheet content: Structural Details Sheet number: DRYWALL OVER FUf BLOCK 1 11/16x11/16 COVE MC (010(0) Ix6 TRIM (WINDOW PER PLA EAD (WINDOW PER PLAN) "-- SILL COMPOSITE WINDOW SILL SQUARED DETAIL EDGES i 1x6 TRIM I I II BEAD BOARD---_�ELING!` I II I II DRYWALL FIN15H ILLI 1 !l� OVER FURRING ON BLOCK WALL (WINDOW -� PER PLAN) ti LINE OF WALL BELOW \ I-ix6 TRIM LINE OF TRIM - -_�------ BELOW --___BELoW I -j-------- _- _ COMPOSITE WINDOW PLAN LAN ELEVATION L INF OF WALL—,, BEL oW (NICHE LINE CF CASING PER PLAN) BFL DRYWALL FINISH OVER FURRING ON COMPOSITE WINDOW BLOCK WALL SILL PLAN WINDOW STOOL W/ TRIM AND BEAD BD. PLAN SPECIFIC PER PLAN $CALF: V; r-°' SHIM A5 11.41 ��- INVERTED 2 1/4' 1 DOOR CA51NG (0360 2x 5TUD5lPER 5TD. BA5E PLAN) CABINET 3 1/4' BASE BD. 0366) `- QUARTER ROUND CALI. TOP 5(, -ALE: In' = I' 0' SHIM A5 WINDOW )ETAIL 1/4' DOOR CASING (036/0) DRYWALL FINISH OVER 2x WALL (SEE PLAN) NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN rINVERTED 2 1/4' DOOR CASING (#366) Zx 3PJD5 (PER 7T!).PLAN) BASE CABINET 10' DRnWALL 3 1/4' BASE BD. l X366) QUARTER ROUND HIGH BAR TOP 5( -ALE: 1/2' : I'-0' a' W. CORIAN I TEMP. GL. ENCLOSURE x ro SAP N00 00) I/2' DRYWALL a' W. CCRIAN CAP ® "^ BELOW CAP TILE FIN15H TILE FINISH -- �_ 2x 5TUD5 (PER I�j //-OVER WATER OVER WATER PLAN) II I RE515Tr;1T RESISTANT IIWALL t: o��? z 59.11 WALL BD. -119' DRYWALL BATH it I� mu z SHOWER SHOWER it I� 51.101ER 3 1/4' BASE BD. I I II 51DE7 0366) �I ` SECTION PLAN SHOWER LOW WALL SCALE: V? : r-0' TILE TO WRAP IN WINDOW TEMP. GL. ENCLOSURE I <z LLL 5TD. 2 VAINTY q CABINFT (L O 31/4' BASE BD. ( 0366 ) 3'W. CORIAN CAP (WINDOW PER PLAN) COMPOSITE WINDOW -\ 2x 5TUD5 (PER 51LL \ PLAN) SQUARED DETAIL------- EDGES ETAIL— -_EDGES INVERTED 2 I/4' DOOR CASING (0366) DRYWALL FINISH - OVER FURRING ON BLOCK WALL VANITY LOW WALL 5CALE: 1/2' VERIFY TOP rILE SILL (WINDOW PER PLAN) LINE OF WALL BELOW 21AN SILL OJECT 1/2' OUT RECEIVE TILE) LINE OF CASING— BELOW COMPOSITE WINDOW SILL SCALE: 1/4'= I'-0' ELEVATION >-_,--- =--- L DRYWALL FIN16H PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL $GALE: V- 1'4 TE WINDOW DETAIL 2 1/4' DOOR CASING l�366) PLOORIN6 / BASE E30ARD NOTA: WHEN TILE FLOOR 15 SELECTED ONLY E3A5F 50ARI) 15 IN5TALLEp. WHEN WOOD FLOOD 15 5ELEGTED SASE E30ARID AND SHOE MOULD ARE INSTALLED, (131-PA55 DRS. PER PLAN) Ix JAMB (BI-PA$5 DRS. PEF PLAN) 1/2'- DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING 03(o6) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) "' 2 1/4' DOOR CASING 1036(o) HELD OVER 1/2' PLAN TYP. BI -PASS DRS, CASING DETAIL $GALE: I'- r -m. MAIN HOUSE GARAGE DRYWALL BASE BD. TO OVER f LAP SLAB STEP AND Q' DRYWALL TRAN51TION 3 1/4' BASE BD. /(036(0) TYP. BASE BD. AT GARAGE / MAIN HOUSE 5Ca1F: r : r-0' NOTE: ON 11"x1l" 5�4EET WILL E3E ONE HALF TPE— &GALE NOTED 5 1/4' CROWN (145) 5 1/4" CROWN 7-0-1 IxS ROUNpOVFR W/ WHITE PINS " " ROUTER Ill' DRYWALL—�__' �-31/4' BASE i5D. 26 WALL 36' OR 42' NIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN $GALE: I' : (x10 -- i- ROUTER VER W/ WHITE PINE 10' DRYWALL—:_ 3 1/4' BASE BD. 2x6 WALL 36' OR 42' NIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN SCALE: I':r-0' °JOB NUMBER 220667 GAD FILE 7EEN BUILDER TD ISSUED 06-16-16 REV15ED 07-07-16 10-05-16 11-02-16 x ro N00 00) ® "^ ESL. 1994 F �Q ® 0 mo00 t: o��? z � U) mu °JOB NUMBER 220667 GAD FILE 7EEN BUILDER TD ISSUED 06-16-16 REV15ED 07-07-16 10-05-16 11-02-16 DAVIS BEWS DESIGN GROUP 150 5fKfE ,5f8,F ~ r EASr OLQWM, ri.OKIDA 31677 813.925.1300 TE.L. 813. 925.1800 FAX W W WJDAV1SBEWS.COM TA"A • L7EN VEIL ESL. 1994 F LJ -1021 STANDARD - 42" H.-1 ROSETTE KNEEWALL ~�\ (OPT. LJ -6010 RAILING 5HOWN) Ix6 PAINTED BA5E --,, PLATE n �` � 3 1/4 BASE BD. AS APRON LJ -1011 LEVEL �\ LJ -4042 QUARTER TURN NEWEL LJ -4045 P05T NEWEL POST LJ -1021f ROSETTE LJ -4040 NEWEL P05T LJ -1011 LEVEL QUARTER TURN . U-4040 NEWEL \ POST OPT. LIH-MG2KNUC44 WROUGHT IRON BALUSTERS \'— Ix6 PAINTED BASE PLATE LJ -6010------- �- }- Ixl2 SKIRT 3 1/4" BASE RAILING - / BOARD AS APRON LJ -5015 WOOD- ==~ BALUSTERS `_ BASE l3 PER TREADCAP ) MOULD 5TANDARD - LJ-3014MR1 <= TREAD FOR CARPET Ix12 SKIRT--- _ _ (OPT. 0-8010 5ERIE5 BOARD TREAD SHOWN) LJ -8095 OAK - 1x3 PAINTED LINEAL COVE RISER MOULDING - r-� LJ-8010MRI BASE ---- - x OAK TREAD PER TM LEVEL 3 I/4" OR 5 1/4" LJ -4042 NEWEL P05T 2 EA. - LJ -3013 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR D ETAI L MA GENERAL STAIR NOTE - REFER TO FLOOR PLANS FOR TREAD DEPTH AND R15ER HEIGHT R_OUIRED. INDICATES STRIP FLOORING TO DE INSTALL ED IN 5AME ORIENTATION A5 5 1/4" LANDING TREAD LJ -2090-5 OAK 5 1/4" LANDING TREAD SELECT 2 I/4" L 5EL ECT 2 1/4" STRIP FLOORINGS STRIP FLOOR LJ -8090-5 OAK-[- 51/4" AK- "51/4" LANDING L J-4042-" TREAD % NEWEL P06T Z-- LJ-3010MRI OAK TREADS -7 �- LJ-8010MRI I OAK TREAp5-7 SEE GENERAL STAIR NOTES RAILING �- LJ-3010MR2 OAK TREADS RAILING --LJ-4042 NEWEL P05T GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN NT3. STANDARD - 42" H. KNEEWAL L (OPT. LJ -6010 RAILING SHOWN) OPT. LIN-MG2KNUG44 i \ WROUGHT IRON BALUSTERS � 1 �— LJ -4040 H. NEWEL P05T LJ -4040 NEWEL r i P05T SECTION---- \ I ��.� 1x12 SKIRT CUT THRU /� Ix6 PAINTED 5A5E ��-;` � PLATE .:��� _ BOARD BABE CAP WALL <� 3 I/4" BASE LJ -6010 A5 APRON RAILING BOARD _- LJ -1041/3 5A5E 5 -TURN-= CAP SUB TREAD MOULD STANDARD - LJ-8014MRi LJ -5015 WOOD--""-' TREAD FOR CARPET BALUSTERS _ / (OPT. (OPT. LJ -3m10 SERIES (3 PER TREAD) TREAD) LJ -8095 OAK _ 1x8 PAINTED LINEAL COVE - '- RISER MOULDING BASE -��� \ � � LJ-8010MRI PER TM LEVEL OAK TREAD 3 I/4" OR 5 1/4" 1412 SKIRT LJ -4042 BOARD NEWEL POST 2 EA. - LJ -3015 RAIL AND P05T FASTENER GENERIC STRAIGHT RUN STAIR D ETAI L 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 TREAD5 - MINIMUM SPEC 18 FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER 5TART5 AT NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" IS ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER 5TART5 WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE 51DE REMAINS "OPEN RAILING", INSTALL HYBRID TREAD5 WITH CARPET RUNNER. 5. PANDRAIL S - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP 5TAIFIEL L . 'CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURI5DICTION5 DO NOT REQUIRE HANDRAILS AT LANDINGS. 'o. 5ALU5TER5 (WOOD OR METAL) AT 6TEP5- FINISH AND APPEARANCE - WHEN IN5TALLATION 15 COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, 5CROLL5, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. 1. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWEL5. 3. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREAD5) TO 5E CLEAR -GOAT AS WELL. OPTION UPGRAPE5 FOR STAIN COLORS. 3. ALL WOOD R15ER5 TO BE PAINTED WHITE. LJ TRF LJ - TRF S" TND FULL HT. WALL CARPET STARTS AT TH15 R15ER RAILING LJ -4042 NEWEL P05T GENERIC WOOD / CARPET STAIR FLOOR PLAN N.T.5. it II I� I 4-1 k� i I CUT THRU , WALL < LJ -1041/8 — S -TURN I J-5015 WOOD--', BAL U6TER5 (3 PER TREAD) LJ - aO95 OAK1J LINEAL COVE MOULDING BASE PER TM LEVEL 3 I/4" OR 5 1/4" 1x12 SKIRT BOARD LJ -3009 BRACKET IA2 SKIRT BOARD /- LJ -6010 RAILING BASE CAP MOULD STANDARD - LJ-8014MRI TREAD FOR CARPET (OPT. LJ -3010 SERIES TREAD) �PAINTED RI RISER y —LJ -1040 / 1045 TURNOUT —LJ -4010 NEWEL POST LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 0.5. - 2x STUD WALL w/ DRYWALL FIN. LJ -5015 WOOD 'PAMPA 9 L )EN V EiZ BALUSTERS BABE CAP l3 PER TREAD) MOULD 0 Nn -ixl2 SKIRT L J-3010MRI BOARD OAK TREADS SUB TREAD --LJ-3095 OAK rr® �Jr 6 ��-� LINEAL COVE MOULDING Ixl2 SKIRT BD. 006 F- � -`------ 5A5E CAP MOULD 2x12 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS D ETAI L — NOT TO 5G41E LJ -404 42" H. LJ -1021 NEWEL RAILING R05ETTE P05T LJ -6010 36" H.-� RAILING RAILING LJ -5015 WOOD 3 1/4" BASE BALUSTERS AS APRON (3 PER TREAD)-\ LJ X042 - - WOOD TREAD POST ­Ixl2 SKIRT BD. QC --BASE LJ -0095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAN BASE PER TM LEVEL 3 1/4" OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIK"') N.T.S. N 1-n r (Y b- in LJ -4010 LJ -4045 LJ -4042 LJ -4040 TYPICAL NEWEL POST PROFILES N.T.5. 0 LJ -5015 LIH-HOLIBA51<44 LIH-POL2BA6K44 LIP-POLIKNUC44 LIH-HOL2KNUC44 LIH-HOLPLA44 LIH-HOL50144 (PLAIN) W/ LI-ALAK01 (2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES 3/4" MIN. NULE DEPTH— FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALU5TER) 36" H. RAILING' LJ-6010 RAILING LJ -4042 NEWEL P05T - LINE OF BALU5TER6 TD BE PARAL LEL TO TOP RAIL �- LJ -5015 42" WOOD BALUSTERS (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL KT3. I" MIN. HOLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT I In" EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 NEWEL POST LINE OF 5A5KET5 TO / BE PARALLEL TO 'FOP RAIL / LIH-POL2BASK44 (DOUBLE BASKET) LIH-HOLIBA51<44 (SINGLE BASKET) DECORATIVE METAL BAL U5TF:R5 (3 PER TREAD - ALTERNATE 5A5KET5 AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL NOTE: DRAW INII ON 11 Hx171I Sk4EET WILL 5E ONE NALF THE &(--� ,ALE NOTED KT.5. P MIN. HOLE DEPTH FOR BALU5TER5 IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ -6010 RAILING LJ -4042 - \ NEWEL P05T LINE OF KNUCKLES TO / BE PARALLEL TO TOP RAIL / LA `LIH-HOL2KNUC44 \ (DOUBLE KNUCKLE, LIH-HCLIKNUG44 (SINGLE KNUCKLE) DECORATIVE METAL 5ALU5TER5 (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 RAILING LJ -4042 � z NEWEL POST LINE OF SCROLL TO B!= / PARALLEL EI TO TOP RAIL L IH-HOL50144-� LIH-14OLPLA44 (SCROLL) (PLAIN) LI-ALAKOI (2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND EQ. SPACED) TYP. LEVEL 3 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL N.T.S. STAIR DETAILS, �aKswrao x ro 'PAMPA 9 L )EN V EiZ - —e�a E51'.1994 z—a- -- NCD co 0 Nn r rr® �Jr 6 ��-� 66 cc cc Q • 006 F- � E0 0� oIto, CD 'JOB NUMBER 24163.01® GAD FILE NAME TRIM DETAILS ISSUED 04-05-1J REVISED 09-06-11 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 DAVIS BEWS DESIGN GROVP 150 S-fArE 5f1ZEEr EAST OLDSMAR, FLORIDA 34677 813.925.1300 `FEL 813.925.1800 FAX W W W.DAVISAEWS.COM 'PAMPA 9 L )EN V EiZ - —e�a E51'.1994 z—a- --