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HomeMy WebLinkAbout39536 MeadowoodVICINITY MAP 0 GENERAL NOTES I ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES 2 DIMENSIONS SHOWN ON PLANS ARE FROM FACE OF STUDS AND FACE OF MASONRY UNLESS SHOWN OTHERWISE. EXTERIOR WALL DIMENSIONS ARE FROM FACE OF STUD. 3 ALL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY OWNER, CONTRACTOR SHALL FURN15h ALL PLUMBING, MECH, * ELECTRICAL SYSTEMS FOR INSTALLATION OF THIS EQUIPMENT 4 COORDINATE ALL APPLIANCE AND PLUMBING FIXTURE OPENINGS WITH CABINETRY. 5 VERIFY WINDOW AND DOOR OPENING DIMENSIONS w/ MANUFACTURER SIZES 6 DOOR AND WINDOW OPENINGS THAT READ 3080, 20X40, ETC ARE 3'-0" X 8'-0", 2'-0" X 4'-0". ETC. 7 CONTRACTOR SHALL POST LOAD CAPACITY SIGN PER LOCAL FIRE MARSHAL 8 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS * DIMENSIONS AT THE JOB 51TE PRIOR TO COMMENCING WORK CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS EXISTING CONDITIONS TO THE DESIGNER BEFORE COMMENCEMENT OF WORK. THE DESIGNER'S RESPONSIBILITIES EXTEND ONLY TO CHANGING THE DRAWINGS * UP TO THE VALUE OF SAID DRAWINGS. 9 THE CONTRACTOR SHALL SUPPLY, LOCATE * BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS * PITCHES AS MAY BE REQUIRED TO ATTACH * ACCOMMODATE OTHER WORK 10 ALL DETAILS * SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL * SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE IN THE WORK WHERE A DIFFERENT DETAIL 15 SHOWN. 11 DEVIATIONS FROM THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER. MODIFICATIONS OF STRUCTURAL DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH THE MODIFICATION. ALL CHANGES TO STRUCTURAL DETAILS CONSTRUCTED WITHOUT PRIOR APPROVAL OF THE ENGINEER ARE AT THE CONTRACTOR'S AND OWNER'S RISK 12 IT 15 THE INTENT OF THE DESIGNER THAT THIS WORK BE IN CONFORMANCE w/ ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THI5 TYPE OF CONSTRUCTION $ OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORKING IN CONFORMANCE w/ ALL APPLICABLE CODES REGULATIONS. FLORIDA PRODUCT APPROVAL SCHEDULE PRODUCT CATAGORY MANUFACTURER FLORIDA PRODUCT APPROVAL NUMBER DOORS * WINDOWS SEE CONTRACTORS SCHEDULE FOR FLORIDA PRODUCT APPROVAL NUMBER UNDERLAYMENTS/ PEEL POLYGLA55 USA FL 5259 SEAL MEMBRANE WOOD CONNECTORS 51MP50N STRONG TIE FL 9589, 10007, 10441, 10446, 10447, 10456, 10531, 10667, 10860, 10866, 11468, 11473, 11496, 13872, 13975 CONCRETE LINTEL CAST CRETE FL 158.1, FL 158.2 ROOFING/ SHINGLES GAF FL 10124, FL 31588, FL 33750 ROOFING/SINGLE PLY ROOF GAF FL 10124, FL 31588, FL 30780 SYSTEMS ROOFING/BITUMEN ROOF GAF FL 10124, FL 31585, FL 39780 SYSTEM ROOFING/ TAMKO BUILDING PRODUCTS FL 3901 NON-STRUCTURAL METAL ROOFING ROOFING/ VENTILATORS LOMANCO FL 2547, FL 3595, FL 3792, FL 3793, FL 3794, F 15696 FL 1202 FL 28 5 FL 29284 7 47 , PANEL WALL/ SOFFITS KAYCAN LTD. FL 39778, FL 39367, FL 16503, FL 24564 PANEL WALL/ SIDING LP BUILDING PRODUCTS FL 9190, FL 38694 PANEL WALLS/SIDING JAMES HARDIE PRODUCTS FL 10477, FL 13192, FL 13223, FL 13265, FL 19901, FL 32103 NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FOR 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFE5510NAL5SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF ALLTECh STRUCTURAL ENGINEERING, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. O h ELEVATION G WALL PRE55URE ZONES (150V IO VIEW) O h ELEVATION n c i, 0 GABLE FLAT ROOFS Oa° 01 OO IOO f---------�-- O - -r--------- OO I OO -- GABLE FLAT ROOF5 i I ; 71<0<451 =Ko7 L M tSJI V \� a = Width of Edge 5trlp hip ROOF 7°<©<45° ROOF PRE55URE ZONES (PLAN VIEW) FLORIDA STRUCTURAL DESIGN CRITERIA (FBCR — 2020 7TH EDITION) GABLE B - 2/12-4/12 ROOF 5LOPE(7-20 DEGREES) = Vult 40 P5F ZONE I, 16.95 -42.00 FLOOR LIVE LOAD 80 P5F CORRIDO ZONE 2n, 16.95 -61.20 R5 2 r, 3 e = ROOF LIVE LOAD 20 P5F ZONE 3r= 16.95 -72.80 ROOF DEAD LIVE LOAD 10 P5F WIND LOAD: WIND50KNE DEBRIS AREA YES WALL: I WIND SPEED= 145 MPH ZONE 4 = 22.75 -24.60 Vult 2 RI5K CATEGORY: II ZONE 5 = 22.75 -30.40 3 WIND EXPOSURE B GARAGE DOORS: CATEGORY 4 ENCLOSURE ENCLOSED 9'X7 19.9 -22.50 CLASSIFICATION: INTERNAL PRESSURE ±0.18 16'X7 19.5 -21.2 COEFFICIENT= 5 COMPONENT * CLADDING END ZONE WIDTH =a= 41 FOR ROOF ANGLE= (>7 TO 20°) H=0 TO 30 FEET HEIGHT * EXPOSURE ADJUSTMENT COEFFICIENT = 1.0011 (DESIGN PRESSURE P5F*) 501L BEARING PRESSURE: 1,500 P5F (ASSUMED) FRAMING N OTE5 ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION FOUNDATION NOTE 1) A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE 51DE FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS GARAGES AND CARPORTS OPEING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 1-3/5" (35mm) IN THICKNESS, SOLID HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1-3/5" (35mm) IN THICK, OR 20 MINUTE FORE=RATED DOORS w/ SELF CLOSURE DEVICE DUCT PENETRATION DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SEPARATION REQUIRED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" (12.7mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8" (15.9mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LE55 THAN 1/2" (12.7mm) GYPSUM BOARD OR EQUIVALENT. SURFACE GARAGE FLOOR SURFACES SHALL BE APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OR FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF FLUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY, FLOOD HAZARD AREAS RESERVED AUTOMATIC GARAGE DOOR OPENERS AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN ACCORDANCE WITH UL325 ENCLOSED STRUCTURE NOTES IN LIEU OF IMPACT WINDOWS OR AN APPROVED SHUTTER SYSTEM, A PLYWOOD PANEL MUST BE MADE FOR EACH NEW WINDOW AND STORED ON SITE, THE PLYWOOD PANEL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS: MINIMUM THICKNESS: 7/16" MAXIMUM SPAN: 8' PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED AND MARKED W/ DESIGNATION FOR EACH WINDOW 2 1/2" #8 WOOD SCREWS WITH A MAXIMUM SPACING OF 16" FOR LE55 THAN 4' PANEL, 10" FOR LE55 THAN 0 SPAN AND 8" FOR LE55 THAN 8' SPAN WHERE 5CREW5 ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED U51NG VI5RATION-RE515TANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 1500 LB. SUCH AS THE 51MP50N DM5A37 MACHINE SCREW ANCHOR DOORS MUST BE EQUALLY PROTECTED UNLESS ENGINEERED FOR WIND LOADS, INCLUDING FRENCH DOORS. TERMITE TREATMENT SOIL CHEMICAL BARRIER METHOD Notice of termite protection. A permanent Sign which Identifies the termite treatment provider and need for rein5pectlon and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel. Protection against decay and termites. Condensate lines and roof downspouts shall dl5charge at least I foot (305 mm) away from the structure 5idewall, whether by under ground piping, tail extCn51on5, or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than 6 inches (152 mm) horizontal projection except for end rakes or on a roof above another roof. gable R318.1 Termite protection. Termite protection shall be provided by registered termltICICe5, mcludmg soil applied pe5ticlde5, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use a5 a preventative treatment to new construction. See Section 202, Reg5tered Termiticlde. Upon completion of the application of the termite protective treatment, a certificate of compliance shall be I55ued to the building department by the licensed pest control company that contam5 the following statement: "The bullring has received a complete treatment for the prevention of subterranean termites. Treatment 15 in accordance with rules and laws e5tabll5hed by the Florida Department of Agriculture and Consumer Services." R318.1.1 if 5011 treatment 15 used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction 15 complete. R318.1.2 If 5011 treatment 15 used for Subterranean termite prevention, 5011 area d15turbed after initial chemical 5011 treatment shall be retreated with a chemical 5011 treatment, Including spaces boxed or formed. R318.1.3 If soil treatment 15 used for Subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpo5e Shall be created by L151ng plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical 5011 treatment. R318.1.4 If 5011 treatment 15 used for subterranean termite prevention, chemically treated 5011 shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment 15 required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor 15 poured, shall be done In such manner a5 to avoid penetrating or disturbing treated 5011. R318.1.5 If soil treatment 15 used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical 5011 treatment, to enhance vertical penetration of the chemicals. R318.1.6 If 5011 treatment 15 used for Subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within I foot (305 mm) of the primary ucture 5idewaII5. Also a vertical chemical barrier shall be applied promptly after construction str I c pp p p y 15 completed, including initial Iand5caping and irrigation/sprinkler installation. Any soil dl5turbed after the chemical vertical barrier 15 applied 5hall be promptly retreated. R316.1.7 If a regl5tered termiticide formulated and regl5tered a5 a bait system 15 used for subterranean termite prevention, 5ectlon5 R318.1.1 through R318.1.6 do not apply; however, a Signed contract assuring the Installation, maintenance and monitoring of the baiting system for a minimum of five years from the 155ue of the certificate of occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R318.1.8 If a registered termiticide formulated and registered a5 a wood treatment 15 used for subterranean termite prevention, Section5 R318.1.1 through R318.1.6 do not apply. Application of the wood treatment termiticide shall be a5 required by label direction5 for use, and must be completed prior to final building approval. R318.2 Penetration. Protective sleeves around metallic piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials and, If 5011 treatment 15 used for subterranean termite protection, shall receive application of a termiticide in annular space between sleeve and pipe. BUILDING CODES 2020 FLORIDA BUILDING CODE, 7th EDITION, RESIDENTIAL 2020 FLORIDA BUILDING CODE, 7th EDITION, BUILDING 2020 FLORIDA BUILDING CODE, 7th EDITION, ENERGY 2020 FLORIDA BUILDING CODE, 7th EDITION, TEST PROTOCAL 2020 FLORIDA BUILDING CODE, 7th EDITION, PLUMBING 2020 FLORIDA BUILDING CODE, 7th EDITION, MECHANICAL 2020 FLORIDA BUILDING CODE, 7th EDITION, EXISTING BUILDING 2020 FLORIDA BUILDING CODE, 7th EDITION, FUEL GAS 2020 FLORIDA BUILDING CODE, 7th EDITION, ACCE551BILITY 2020 FLORIDA FIRE PREVENTION CODE NEC 2017 NATIONAL ELECTRICAL CODE-NFPA 70 FAIR HOUSING GUIIDLINE5 TO THE BEST OF THIS DESIGNER'S KNOWLEDGE, ENCL05ED PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS AS DETERMINED IN ACCORDANCE WITH CHAPTERS 553 AND 633, LAWS OF FLORIDA. PROTECTION OF OPEN I NG5 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (II mm) AND A MAXIMUM SPAN OF 8' (2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE -AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.1(2) OR A5CE7, WITH THE PERMANENT CORROSION -RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1,2 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33" (10058mm) OR LE55 WHERE Vult DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 DOES NOT EXCEED 130 MILES PER HOUR (58m/5) Table R301.2.1.2 Windborne Debris Protection Fastening Schedule for Wood Structural Panels, Reserved. FA5TNER SPACING (INCHES) FA5TNER TYPE PANEL SPAN <_ 4 PANEL SPAN <_ 6 PANEL 5PAN <_ 8 FEET FEET FEET NO 8 WOOD SCREW BASED 16 10 8 ANCHOR WITH 2" EMBEDMENT LENGTH NO 10 WOOD SCREW BASED 16 12 9 ANCHOR WITH 2" EMBEDMENT LENGTH NO 1/4" LAG SCREW BASED 16 IG 16 ANCHOR WITH 2" EMBEDMENT LENGTH FOR 51: 1" = 25.4 mm, I' = 304.8 mm, I POUND = 4.448N, I MILE PER HOUR = 0.447 m/5 a. THIS TABLE 15 BASED ON Vult AS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3, OF 130 MPH AND A 33' MEAN ROOF HEIGHT. b.FA5TENER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FA5TENER5 SHALL BE LOCATED A MINIMUM OF I" FROM THE EDGE OF THE PANEL. c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF 2 INCHES MINIMUM INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED A MINIMUM OF 2-1/21NCHE5 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. d. WHERE PANELS ARE ATTACHED TO MA50NRY/5TUCCO, THEY SHALL BE ATTACHED U51NG VI15RATION-RE515TNAT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 1500 POUNDS. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS R308.4 hazardous locations. The following 5hall be considered Specific hazardous locations requiring safety glazing materials: I. Glazing in swinging doors except jalou5ie5 2. Glazing in fixed and sliding pane15 of 5liding door a55embIle5 and pane15 in sliding and blfold closet door a55embIle5. 3. Glazing in Storm doors. 4. Glazing in unframed 5winging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing In any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing 15 less than 60 Inches (1524 min) above a standing surface. G. Glazing in an Individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing 15 within a 24-inch (610 mm) arc of either vertical edge of the door in a closed F051tion and where the bottom exposed edge of the glazing 15 less than 60 inches (1524 mm) above the walking surface. 7. Glazing in an Individual fixed or operable panel, other than in those locations described in preceding Items 5 and 6, which meets all of the following condition: 7.1 Exposed area of an Individual pane greater than 9 square feet; 7.2 Exposed bottom edge 1e55 than 18 inches above the floor; 7.3 Exposed top edge greater than 36 inches above the floor; and 7.4 One or more walking 5urface(5) within 36 inches horizontally of the plane of the glazing. 8. Glazing in guards and railings, including structural baluster panels and nonstructural In -fill panels, regardless of area or height above a walking surface. 9. Glazing in wa115 and fences enclosing indoor and outdoor swimming pools, hot tubs and 5pa5 where all of the following conditions are present: 9.1 The bottom edge of the glazing on the pool or spa 51de 15 Ie55 than 60 inches above a walking surface on the pool or spa 51de of the glazing; and 9.2 The glazing 15 within 60 inches horizontally of the water'5 edge of a swimming pool or spa. IO.Glazing adjacent to stairways, landings and ramps within 36 mche5 horizontally of a walking surface; when the exposed 5urface of the glass 15 less than 60 inche5 above the plane of the adjacent walking surface. II.Glazing adjacent to stairways within 60 inche5 horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass 15 less than 60 inches above the nose of the tread. SCOPE OF WORK NEW CONSTRUCTION BUILDING CODE REQ U I REM ENT5 ALL WORK MATERIALS * INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL EXTANT ORDINANCES, STATE * LOCAL BUILDING CODES, OSHA REGULATIONS * CODES IN FORCE BY REFERENCE, LATEST ADOPTED EDITIONS. THESE DRAWINGS ARE DONE IN COMPLIANCE TO THE 2020 FLORIDA BUILDING CODES, 7th EDITION. DIMEN510NING METHOD WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ELEVATION OF FLOOR HEIGHTS ARE TO THE PRIMARY FINISHED FLOOR LINE. EXTERIOR DIMENSIONS ARE TO OUTER EDGE OF MASONRY BLOCK OR OUTER EDGE OF FRAMING SHEATHING. DISCREPANCIES DISCLOSURE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND COORDINATE CONDITIONS IN THE FIELD. ALL DISCREPANCIES AND CONFLICTS SHALL BE REPORTED TO THE DESIGNER OF RECORD IN WRITING PRIOR TO PROCEEDING OR CONTINUING WITH CONSTRUCTION. UNREPORTED DISCREPANCIES AND CONFLICTS REMAIN RESPONSIBILITY OF THE CONTRACTOR. COPYRIGHT STATEMENT ONTWERPE STUDIO, LLC HEREBY EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER RIGHTS IN THESE PLANS. THIS SET OF DRAWINGS 15 NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT IN WRITING OF ONTWERPE STUDIO. LLC, 42 BRADFORD STREET, NORTH CAROLIONA, NC 28358. AREA TABULATION (5 F) ELEVATION A * B SPACE PROPOSED DETACHED GARAGE 728 TOTAL 5F 728 PAGE INDEX GLO PROJECT INFORMATION CLO ARCHITECTURAL SITE PLAN ALO FLOOR PLAN * NOTES, ELEVATIONS E1.0 ELECTRICAL PLAN, NOTES t DETAILS FOUNDATION PLANS, ROOF FRAMING PLANS 51.0 * NOTES 5D1.0 PERTINENT PROJECT STRUCTURAL NOTES 5D2.0 PERTINENT PROJECT STRUCTURAL NOTES U JUDITH ANN KOEHN, CPBD, AIBD j AKOHN@ONTWERPE5TUDIO.COM -' 727.490.94591 910,374.7663 p WWW.ONTWERPE5TUDIO.COM to z toLU N•C•B•D•C Q i NATIONAL COUNCIL OF • 11 �c A o, �FP P 4 Judith Ann Koehn CERTIFICATION NO. 10.257 MEMBER Creating where people liveA I B D AMERTCAv L\BTITIITE of BUILDING DESIG 2 N 1� u J O (n O m J F — O Q O _-) O O C) J W � Q m = L� Iry D_ LJ N aau11ny8. E: �-..., .......... Kelly E. NO 56191 -; STA E OF 1uQ� Lyons �. O q 10 P G��,: 2022*05, This item has been electronically signed and sealed by Kelly E. Lyons PE2 using a Digital Signature and date. J{ Printed copies of this document are not considered signed and sealed and the 13:07:36 • signature must be verified on any electronic copies, ,__ -04' 00' 0 Ao N O zoo W0A F � UOM '� Q M F7 > W C7 W�aCM0AO�Z O0 0-t A U-- ,� t O AOw �� �a I�HU� ¢ �- �•, 1nALL OACoo SF 14pNATI®NRIDA9�DLY A rn UAL rRL�AND THC CODE, o®RDINANdj� '0F6PNRI1LLiSFz r w a 0 0 REVIEW CITY fps U OPZEP N ��� EXAMINER I ai ZW `mil w � � x R W W � t�---1 0., c� F-� a REV DATE DESCRIPTION z 3 PROJECT NO: 2204-256 DATE: 23.05,2022 DRAWN BY: A. KOHN *CONSTRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNEP, THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER. PROJECT DATA 5/23/2022 12:25:43 PM T i_F_F_T_ 11 0 7 1 -- 7 i iLf TTi --f i —� GLO 51TE DATA ZONING: R2 # OF STORIES I STORY BUILDING HEIGHT: (mean roof height) STRUCTURE I5(/) NOT LOCATED IN A SPECIAL FLOOD ZONE (5FHA) FLOOD ZONE: X-AREA OF MINIMAL FLOOD HAZARD CURRENT STRUCTURE COMPLIES w/ FEMA REGULATIONS PARCEL 13-2G-21-0140-00000-1210 IDENTIFICATION #: LEGAL MEADOWOOD E5TATE5 PB 15 PG DESCRIPTION: IOG LOTS 120 * 121 FRONT BUILDING: 25' 5ET5ACK5 INTERIOR 51DE: 51 REAR: 10, IMPERVIOUS AREA AREA S.F. TOTAL LOT AREA G,499 BUILDING FOOTPRINT 1919 UTILITY SHED IGO DRIVEWAYS * WALKWAY5 1333 DETACHED GARAGE 726 IMPERVIOUS AREA TOTAL 4140 (-% MAX.) O.G37021 5 U RVEY DATA THE DESIGNER A55UME5 NO RESPONSIBILITY NOR LIA51LITY FOR DATA CONTAINED IN SURVEY, PRIOR TO CONSTRUCTION, BUILDER TO VERIFY SURVEY IN FIELD AND NOTIFY DESIGNER OF ANY DI5CREPANCIE5 LEGEND — — — — PROPERTY LINE — — PROPERTY SETBACK/ UTILITY EASEMENTS INDICATES NEW ADDITION TO EX15TING STRUCTURE FENCES -CHAIN LINK TOSED/ ADJACENT STRUCTURE FOOPRIN ° CONCRETE n c LEGEND AND ABBREVIATIONS: F.I.P.=FOUND IRON PIPE F.I.R.=FOUND IRON ROD S.I.R.=SET IRON ROD FND.=FOUND S.P.K.=SET NAIL & DISK A/C=AIR CONDITIONER —P—=OVERHEAD POWER —T—=OVERHEAD TELEPHONE MAS.=MASONRY CONC.=CONCRETE W/C=WITNESS CORNER X-100'=TYPICAL ELEVATION N/R=NOT RECOVERABLE FND=FOUND W/F=WOOD FENCE P.C.=POINT OF CURVATURE F.C.M.=FOUND CONCRETE MONUMENT F.F.E.=FINISHED FLOOR ELEVATION P.O.B.=POINT OF BEGINNING P.O.C.=POINT OF COMMENCEMENT G.T.I♦=GRATE TOP INLET O.R.=OFFICIAL RECORD BOOK D.B.=DEED BOOK S/W=SIDEWALK D/W = DRIVEWAY (P)=PLAT (F)=FIELD (D)=DEED F.P.K.&D.=FOUND NAIL AND DISK COV.=COVERED P.C.P.=PERMENENT CONTROL POINT N.G.V.D.=NATIONAL GEODETIC VERTICAL DATUM P.R.M. = PERMENENT REFERENCE MONUMENT R/W=RIGHT—OF—WAY P.B.=PLAT BOOK PG.=PAGE W/F=WOOD FENCE C/L—CHAIN LINK ESM'T.=EASEMENT (C)=CALCULATED (R)=RECORD C.B.=CHORD BEARING RES.=RESIDENCE P/A=POOL PUMP ASSEMBLY CH.=CHORD C.M.P. = CORREGATED METAL PIPE R.C.P. = REINFORCED CONCRETE PIPE M.E.S.=MITERED END SECTION L 0 T i 2 2 �10•00� 1 (P) F.I.R. 1/2 S 8606'22"E 110.24'(F 0.3 NO ID#4 C L „ LO I - -- 20.3� . s— r-- 00 I LOT 121 c°n` i � � I F.I.R. 1/2" I o T I 'I NO ID# I �Q `t o o In v 1 0 O 000 o t 0.1' Uj 00 I oN 'off �� oLn �o � rr) �t- 0 LL � z z CIO� �. a� 3.7' 0 •O, c� 6 '(F)110♦00'cp) 1 10.42 LOT 120 _ 0.1' 10.1' Metal 6 hed N 10.1' Metal r- Shed S 85"51,29�W F.I.R. 1 /2" � NO ID# � 5' Utility Easement i IL O T 1 1 9 21.0' 26.0' 1 i I o N ' A/C 12.7' • ; U V 4) I i I�. 0 O >N (_0 � I 'j o Ln �I ' C � — — ---�z 0� .__ o1 I v I Conc. � D/W ' 29.0_ 19. �-- t /kirw WALKWAY CL _ _� 'a• , • •I • DETACHED N % �.4.' • .'. ' . . GARAGE IA'p• 6.. • .41 • •• A ' •',4 4 .• •• • d \`' a,• ' a 0 n, O ol o 0 O, o0 I 01 qct© , ^ Cn LL- - 0 I I Q0 J 1 � � I --_ --- _20.4' - 1 10.41 ' (F) F.I.R. 1 /2,� I 0.0 1 10.00 (P) No I D# , I i I SITE PLAN I CURVE DATA C 1 Radius = 255.19' Arc = 35.65' Delta = 08°00'00" Chord = 35.62 (P) 35.57 (F) C. B. = S 0 00 15' 1 1 "E (F) C 2 Radius = 365.19' Arc = 51.00' ' Chord = 50.95' (P) 51.14'(F) C.B. = N 00° 18'44"W F I ry a 0 Oc9 I 0 1 0 o Q I , �I W a� I >In �I �I Q O IN 0 5'-411 10'-(5" 211-4" SCALE: 3/32" = I'-0" NORTH z JUDITH ANN KOEHN, CPBD, A15D j AKOHN@ONTWERPE5TUDIO.COM 727.490.9459 1 910.374.78G3 WWW.ONTWERFE5TUDIO.COM 2 LO z w N•C•B•D•C Q • NATIONAL COUNCIL OF • e� z �+ eo o° 1° oP 4 c ti r Judith Ann Koehn CERTIFlOATION No 10-257 TM MEMBER Creating where people live I- B D, AMERICA_N INSTITIITE of BUILDING DESIGN N It Ln O c W m 1 C) O Q O Q o :_1 r O �, 0z o < U.J J (S) m � G m= LLJ N REV DATE DESCRIPTION 2 3 PROJECT NO: 2204-25G DATE: 23,05.202 2 DRAWN BY: A. KOHN *CONSTRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNER. THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER. ARCHITECTURAL 51TE PLAN C1.0 5/23/2022 12:25:46 PM - ELEVATION ELEVATION. RIGHT ELEVATION Iefr n C ELEVATION FRONT 0 N 2 G'-011 KEYNOTES ASPHALT SHINGLES. MATCH I� EXISTING OIX2 2 SHINGLE MOLD 2XG FASCIA CEMENT PLASTER FIN1511 OVER CONCRETE MASONRY SHALL BE 4 5/6" THICK TEXTURED, MATCH EXISTING HOUSE O6" TRIM BOARD + I" 5 LEGEND (5X8XIG CMU EXTERIOR WALLS " INDICATES STEP DOWN AND MEASUREMENT NOTE: ALL NEW CONCRETE BLOCK WALLS SHALL BE CONSTRUCTED A5 5HEAR WALL5 FILLED CELLS NOTE: FILLED CELLS NEXT TO ALL OPENINGS, UNDER ALL GIRDERS, @ ALL CORNERS, AND 48" O.C. MAXIMUM. CONTRACTOR TO VIP FILLED CELL5 -TYP NOTE: ALL ANGLES ARE 45 DEGREE5 U.O.N. 0 21 41 81 SCALE: 114" = 1'-0" C4 z O z W 0 JUDITH ANN KOEHN, CPBD, A15D AKOHN @ONTWERPE5TUDIO.COM 727.490.5459 1 910.374.78G3 WWW.ONTWEP,PESTUDI O.COM N•C•B•D•C • V10"ILCOU."F• MEMBER Creating where people live A 11 B DR. AMERICAN E of BUILDING- DESIGFN N Ln CL O co cf) uu o m t� o O � O : d o o � O aL <t �- uj uw Ln m ry � LU N 0 0 W oo W M N zai z wa x � W W W �-4 REV DATE DE5CRIPTION 2 3 PROJECT NO: 2204-25G DATE: 23.05.2022 DRAWN BY: A. KOHN *CONSTRUCTION DOCUMENT5 ARE ORIGINAL AND UNPU151-I5HED MATERIALS OF THE DESIGNER, THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE DESIGNER, FLOOD PLAN 5/23/2022 12:25:52 PM FLOOR PLAN F---I I-, , ---- _ _- A2.0 rl 1 I- ITTIT-- 5/23/2022 12:25:57 PM ELECTRICAL KEY 5YM130L —4•5• HOSE BIB 120V DUPLEX CONVENIENCE DUPLEX OUTLET.(GFI) 120V OR 240V, GFI OUTLET, (W)WEATHERPROOF DUPLEX RECEPTACLE w/ GFI. (AR) ARC FAULT CIRCUIT INTERRUPTER 220V OUTLET 120V DUPLEX CONVENIENCE RECEPTACLE, +48, + 72" FOR MICRO -HOOD, IN ATTIC(DASHED) 120V DUPLEX CONVENIENCE DUPLEX RECEPTACLE, CEILING MOUNTED - GARAGE 14 DOOR OPENER -�- SWITCHES 3-WAY SWITCH KD WALL MOUNT FIXTURE GARAGE DOOR PUSH BUTTON ® 48" FLUORESCENT/LED LIGHT FIXTURE GENERAL ELECTRICAL NOTES: 1) PER NEC SECTION 210.12(5) ALL 15A * 20A, 120V BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE AFCI PROTECTION. 2) CARBON MONOXIDE PROTECTION PER FLORIDA 5TATUTE5 553.585 (2). TO BE INSTALLED WITHIN 10' OF EVERY SLEEPING ROOM. 3) PER NEC SECTION 210.8(5)(4) ALL 15A * 20A, 125V RECEPTACLES INSTALLED OUTDOORS MUST BE GFI-PROTECTED. 4) PER NEC SECTION 210.8(13)(5) ALL 15A * 20A, 125V RECEPTACLES INSTALLED WITHIN G' OF A SINK (IN NON -DWELLING UNIT OCCUPANCIES-i.e. OUTDOOR SUMMER KITCHENS RECEPTACLES) MUST BE GFCI-PROTECTED. 5) PER NEC SECTION 40G.8(5)(1) 15A * 20A RECEPTACLES IN A WET LOCATION MUST BE WITHIN AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN ATTACHMENT 15 PLUGGED IN AND ALL NON -LOCKING RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT. G) PER NEC SECTION 40G.11 IN DWELLING UNITS, ALL 15A * 20A, 125V RECEPTACLES SHALL BE LISTED AS TAMPER -RESISTANT. 7) PER NEC SECTION 800.15G NO LE55 THAN ONE COMMUNICATIONS OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT. 8) PER NEC SECTIONS R3,14.3 AND R315.1 SMOKE DETECTORS TO BE INSTALLED IN51DE EA SLEEPING AREA 9) PROVIDE GAS DROPS AS PER SPECIFICATIONS. 10) PRE -WIRE FOR OPTIONAL CEILING FAN PER SPECIFICATIONS. CENTER JUNCTION BOX IN ROOM. 11) JUNCTION BOX AT WATER HEATER, RANGE AND /OR DRYER TO BE 220v WHERE GAS IS NOT AN OPTION, AND IIOv WHEN GAS 15 AN OPTION. PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE 12) PROVIDE ADDITIONAL EXTERIOR WEATHERPROOF RECEPTACLE WIN 15' OF CONDEN51NG UNITS 13) ALL GARAGE OUTLETS SHALL BE ON A DEDICATED CIRCUIT. 14) ELECTRICAL RECEPTACLE, SWITCH QUANTITIES * LOCATIONS SHOWN ON PLAN ARE FOR ILLUSTRATION PURPOSES ONLY. ACTUAL NUMBER * LOCATIONS SHALL BE FIELD DETERMINED AS PER CLIENT * BUILDER EXCEPT WHERE CODE REQUIREMENTS APPLY, ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 NEC /NFPA 70 ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT COMPLIANCE WITH THE FBC ENERGY CONSERVATION R404. z J 2 V) z w 0 JUDITH ANN KOEHN, CPBD, AIBD AKOHN @ONTWERPESTUDIO.COM 727.400.9459 1 910.374.78G3 WWW.ONTWERPE5TU DI O.COM N•C-B•D•C MEMBER Creating where people live A I B Q_, AMERICAN E of BUILDING- DESIGN N Ln 0 m W O m C 0 — Q V 0 0 LL Q �- UJ lU - m J J Ln !L W N REV DATE DESCRIPTION - - z 3 PROJECT NO: 2204-25G DATE: 23.05.2022 DRAWN BY: A. KOHN "CONSTRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNER, THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER. 0 2' 4' 8' ELECTRICAL PLAN ELECTRICAL PLAN I m SCALE. 114„ = 1'-0" E I.O -- - - i __1_1i 11T--. "C iL e a➢7I P i ]TM lt�:i i :n.. � i -� - -. T- I I I TRU55 5Y5TEM REQUIREMENTS FL (2020 FDC), WIND: 140-150 MPH I ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRU55 MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUB5TITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD, 2 TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 3 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTURER. THE TRUSS ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER, THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL 5EALED SET OF ALL CALCULATIONS AND 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 AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 4 ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED U51NG THE M05T RECENT TPI CRITERIA, TRUSSES TO BE HANDLED AND INSTALLED U51NG M05T RECENT 15C51 RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER M05T RECENT 15C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY, TRU55 ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRU55 TO TRU55 CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENT5.UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. 5 ALL METAL CONNECTORS * FABRICATIONS SHALL COMPLY w/ A15C SPECS. 6 SOLID BLOCK ALL J015T $ RAFTERS AT POINTS OF SUPPORT. 7 CONTRACTOR SHALL CORRELATE w/ TRUSS MANUFACTURER TO ENSURE ADEQUATE BEARING 15 PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES. 8 CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY * SUITED FOR EACH APPLICATION AND BE RESPONSIBLE FOR ITEMS TO BE INSTALLED CORRECTLY, 9 BRACE TRUSSES DURING ERECTION * AFTER PERMANENT INSTALLATION TO COMPLY w/ TPI BWT-76 10 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT w/ MASONRY, CONCRETE OR 501L SHALL BE PRESSURE -TREATED. 11 ALL WOOD FRAMING SHALL BE FABRICATED * INSTALLED PER AITC AND TPI NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 12 ROOF SHEATHING: EXPOSURE B, 7/16" W5P. EXPOSURE C, 10/32" W5P. ATTACHE w/ 8d COMMON NAILS w/ 6:12 NAILING PATTERN PERIMETER EDGE ZONE (48") NAILING TO BE 4:4 NAILING PATTERN (INSTALL BLOCKING IN PERIMETER EDGE ZONE AT 48" O.C.) 13 ALL TRUSSES SHALL BE DESIGNED FOR BEARING ON SPF#2 OR #3 PLATES OR LEDGERS (UNO) DE51GN NOTE FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, NOTE: FOR MUST REVIEW AND APPROVE TRUSS PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TRU55 CONNECTORS, FOUNDATION , AND BEARING WALLS ALL SUBJECT TO CHANGE BA5ED ON TRUSS PLANS NOTE: ROOFING TRU55E5 5Y OTHERS HEADER/BEAM * COLUMN NOTES: THE NUMBER SHOWN AT BEAM AND HEADER SUPPORTS INDICATES THE NUMBER OF SUPPORT STUDS REQUIRED IN STUD POCKET OR COLUMN. THE NUMBER OF KING STUDS AT EACH END OF THE HEADERS IN LOAD BEARING AND EXTERIOR WALLS SHALL BE ACCORDING TO ITEM (d) IN TABLE R602.3(5) OR AS BELOW UP TO 4': 1 KING STUD 41-81 2 KING STUDS 8'-II' 3 KING 5TUD5 OVER 11' 4 KING STUDS HEADER AT LOAD BEARING WALLS: 2X4 WALLS (2) 2X10 (U.N.O.) 2XG WALLS (3) 2XIO (U.N.O.) USE (1) JACK AND (1) KING STUD AT EACH END, U.N.O. SEE TBL RG02.7.5 FOR FULL HGT STUDS AT EACH END IN EXTERIOR WALLS NON LOAD (1) 2X4 LAID FLAT FOR OPENINGS UP TO 8' w IF VERTICAL DISTANCE BEARING: TO PARALLEL NAILING SURFACE 15 NOT MORE THAN 24" USE (1) JACK AND (1) KING STUD AT EACH END HEADER HEIGHT NOTE: ALL WINDOW HEAD HEIGHTS ARE 0-8" A.F.F. UNLE55 NOTED OTHERWISE. TYPICAL 51MP50N HANGERS ITEM NUMBER MODEL FA5TNER5 UPLIFT# SHEAR NOTES JACK TRUSSES WD. TO HETA20 16-10d X 1-1/2" 1890 271/625 MASONRY BEAM5/HIP GIRDER/COMMON HETA20 32-IOd X I-1/2" 2,646 540l1,250 (2) STRAP / TRUSSES WD. TO TRU55 / GIRDER MA50NRY COMMON TRU55E5 HU526 28-I0d 1,550 - HANGER (HANGERS) GIRDER TO GIRDER HGU5210-2 62-16d 3,080 - HANGER (HANGERS) WOOD TO WOOD NO 16-8d X 1-1/2" 850 505/450 WOOD / WOOD VALLEY TRUSSES / LU528-2 10-16d 1,140 1.265 FRAMING HIP GIRDER HETA16 32-10d X I-I/2" 2,500 1.210 (2) STRAP PER1,160 MANUF. WOOD TO WOOD GIRDER MT518 28-I06 X 1-1/2" 2,000 - (2) STRAPS " OR EQUAL T/C TAPCON CONCRETE FA5TNER5 LOADS TAKEN FROM MANUFACTURERS SPECIFICATIONS ACTUAL LOADS MAY BE LE55 NOTE: SEE 2ND FLOOR PLAN AT PLUMB DOWNS UNLE55 NOTED OTHERWISE PER NOTE OR DETAIL a N, Lu w z 0 z w ry n a 5 H EAR WALL NOTE ALL EXTERIOR WALLS ARE TO BE CON5IDERED SHEAR RF-515TING COMPONENTS. ROUGH OPENING NOTE: FIELD VERIFY MASONRY AND FRAME OPENINGS OF WINDOWS AND DOORS WITH MANUFACTURE SPECIFICATIONS. MINIMUM ROOF SHEATHING THICKNE55 WIND SPEED RAFTER/TRU55 SPACING 150 140 24 IN, O.C. 7/16 15/32 (24/16) 15/32 (32/16) 19/32 MINIMUM SHEATHING THICKNESS, INCHES (PANEL SPAN RATING) EXPOSURE C (40/20) (40120) MINIMUM SHEATHING THICKNESS, INCHES 19/32 0/32 (PANEL SPAN RATING) EXPOSURE D (40/20) (40/20) ROOF SHEATHING ATTACHMENT WIND SPEED RAFTER/TRU55 SPACING 140 150 24 IN, O.C. E F E F EXPOSURE B RAFTER/TRU55 5G = 0.42 6 6 6 6 RAFTER/TRU55 5G = 0.45 6 6 6 6 EXP05URE C RAFTER/TRU55 SG = 0.42 1 4 1 4 1 4 4 RAFTER/TRU55 5G = 0.49 6 6 6 6 EXPOSURE D WTERlTRU55 5G = 0.42 4 4 4 4 RAFTERfTRU55 5G = 0.49 6 6 4 4 E = NAIL SPACING ALONG PANEL EDGES (INCHES) F = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) a.FOR SHEATHING LOCATED A MINIMUM OF 4 FEET FROM THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 51DE OF RIDGES AND HIPS, NAIL SPACING 15 PERMITTED TO BE 6 INCHES ON CENTER ALONG PANEL EDGES AND 6 INCHES ON CENTER ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. b.WHERE RAFTER/TRU55 SPACING 15 LE55 THAN 24 INCHES ON CENTER, ROOF SHEATHING FASTENING 15 PERMITTED TO BE IN ACCORDANCE WITH THE AWC WPCM OR THE AWC ND5. VENT AREA I'-4" 26'-0" I'-4" 879 SQ. FT- ROOF FRAMING PLAN ATTIC VENT CALCULATION PROVIDE ATTIC VENTILATION IN COMPLIANCE W/ F.B.0 RESIDENTIAL CODE. THE REQUIRED NET FREE VENTILATING AREA OF NOT LESS THAN 1/150 OF THE SPACE VENTILATED. AREA MAY BE REDUCED TO 1/300 PROVIDED THAT 50 PERCENT (BUT NOT MORE THAN 80%) OF THE REQ'D VENTILATING AREA IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE WITH THE BALANCE OF THE REQ'D VENTILATION PROVIDED BY THE EAVE OR CORNICE VENTS. NOTE: TYPICAL VENTILATION INCLUDES 1. SOFFIT VENTS (AREA: 6.42 SQ.IN. PER FOOT- VERIFY W/ MANUFACTURER) 2. LOMANCO 770* ATTIC VENT LOCATED 12" MIN. FROM RIDGE (AREA: 70 SQ. IN. - VERIFY W/ MANUFACTURER). *(1) LOMANCO 770D VENT AT 140 S.I. EA CAN BE USED IN PLACE OF (2) 770 VENTS. AREA 1 - AREA VENTILATION REQUIRED - UPPER & LOWER VENTS PROVIDED 879 S.F. ATTIC AREA / 300 = 2.93 S.F. X 144 = 421.92 S.I. 421.92 S.I. / 2 = 210.96 S.I. UPPER AND LOWER VENTILATION REQUIRED UPPER VENTILATION PROVIDED 4 LOMANCO OFF RIDGE VENTS AT 70 S.I. EA. = 280.00 > 210.96 S.I. LOWER VENTILATION PROVIDED 33 FT. SOFFIT VENTS (MIN.) AT 6.42 SI./FT = 211.86 > 210.96 S.I. 2 0-0" 41-011 1. 21-0" 1. 41-011 1. 41-011 1. 4'-011 1 41-01' I 41-011 II - - #5DI.0) IWASHERII DRYER I m I ROUGH OPENING NOTE. I INDICATES OPENING VIF MA50NRY4 FRAME OPENING5 OF WINDOWS * DOORS w/ MANUF. IN WALL ABV SDLO 4" THICK, 2500 P.5.1, CONCRETE SLAB ON GRADE W/ 6x6 WELDED WIRE MESH OR FIBER ME5H OVER I I 6 MIL VAPOR BARRIER ON CLEAN, I Q I WELL- COMPACTED, TERMITE I I TREATED, GRANULAR FILL. -TYPICAL I i Lu o I o� I o Q I INDICATES I - #5 VERT. REBAR IN MASONRY CELL FILLED SOLID I W/ CONCRETE. VERT. REINF. O SHALL BE HOOKED INTO BEAM I ABV * FTG. BELOW PROVIDE 25" I `t MIN. LAP WHERE 5PLICED/WIRE TOGETHER. TYPICAL I I 5 p I SDLO 5DI.0 5DI.0L4 I o ------------------------ - -� FOUNDATION PLAN no [_ SLAB LEGEND x 2 INDICATES RECESS IN 5LA5 E _ ] INDICATES OPENING ABV INDICATES STEP DOWN AND MEASUREMENT IN SLAB INDICATES 145 VERTICAL REBAR ■IN GROUTED FILLED CELL IN NEW 5" CMU WALL(5HEAR WALL 5ECRTON). FILL 50LID FROM FTG TO TIE BEAM AtINDICATES 245 VERTICAL REBAP, FILL 50LID FROM FTG TO TIE BEAM NOTE: VERT, REINF. SHALL HOOK INTO BEAM ABOVE * FOOTING BELOW, PROVIDE 25" MIN. LAP WHERE SPLICES OCCUR, AND WIRE TOGETHER. FILLED CELLS NOTE: FILLED CELLS NEXT TO ALL CORNERS, NEXT TO ALL OPENINGS, UNDER ALL GIRDERS, @ ALL CORNERS, AND 48" O.C. MAXIMUM. "CONTRACTOR TO VIF ALL EXISTING FILLED CELLS -TYP 7 z JUDITH ANN KOEHN, CPBD, AIBD > AKOHN@ONTWERPE5TUDIO.COM 727.490.9459 1 910.374.7863 p WWW.ONTWERPE5TUDIO.COM z w N-C-B-D'C 0 • NATIONAL COUNCIL OF • o 0 �� oP 4 � r Judith Ann Koehn cEUWICATI - 10.267 W TM MEMBER Creating where peape live A L B.D� : AMERICAN E of BUILDING- DESIGN N It Ln O c� O m (WJ V Q O � o Q 0 (� V Q 0 Lu m J S_ L In =' _ T CO Q_. LLJ N zp wFA� w A`aoN� N � O U OQ zOU �CUm pg w rA w �A z oxA k o,V� W� w EnO �pZ p A0 M b �E4z8 F � OumU � a 0 0 � h � W QMN Z >* a M M �l' � '4 '?i wa x W W z W h--�i R, N E-I A-i REV DATE DESCRIPTION 2 3 PROJECT NO: 2204-25G DATE: 23,05.2022 DRAWN BY: A. KOHN *CONSTRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNER, THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER, 0 21 4' 8' 5TUCTURAL PLANS SCALE: 114" = P-0" 51.0 5/23/2022 12:26:03 PM HI I i. I I u', H i-ii ".Ili I I II - 1111 111 111A IIII: 1i TRU55 5Y5TEM REQUIREMENT5 FL (2020 FBC), WIND: 140-150 MPH I ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTUREP, TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRU55 MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. 2 TRU55 MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, 3 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRU55 MANUFACTUREP, THE TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR THI5 PROJECT, AND AS SUCH, 15 RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRU55 MANUFACTURER, THE DELEGATED ENGINEER 15 RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THI5 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 AT TH15 TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 4 ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED U51NG THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED U51NG M05T RECENT 15C51 RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER M05T RECENT 5C51 RECOMMENDATIONS UNLE55 NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER 15 RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENT5.UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW 15 SUBJECT TO MODIFICATION BASED ON REVIEW LETTER, 5 ALL METAL CONNECTORS * FABRICATIONS SHALL COMPLY w/ A15C SPECS. G SOLID BLOCK ALL J015T * RAFTERS AT POINTS OF SUPPORT. 7 CONTRACTOR SHALL CORRELATE w/ TRU55 MANUFACTURER TO ENSURE ADEQUATE BEARING 15 PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES. 8 CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY * SUITED FOR EACH APPLICATION AND BE RESPONSIBLE FOR ITEMS TO BE INSTALLED CORRECTLY. 9 BRACE TRUSSES DURING ERECTION * AFTER PERMANENT INSTALLATION TO COMPLY w/ TPI 5IM"-7G 10 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT w/ MASONRY, CONCRETE OR 501L SHALL BE PRESSURE -TREATED. 11 ALL WOOD FRAMING SHALL BE FABRICATED * INSTALLED PER AITC AND TPI NATIONAL DE51GN SPECIFICATIONS FOR WOOD CONSTRUCTION. 12 ROOF SHEATHING: EXPOSURE B, 7/IG" W5P. EXPOSURE C, 13/32" W5P. ATTACHE w/ 86 COMMON NAILS w/ G:12 NAILING PATTERN PERIMETER EDGE ZONE (48") NAILING TO BE 4:4 NAILING PATTERN (INSTALL BLOCKING IN PERIMETER EDGE ZONE AT 48" O.C.) 13 ALL TRUSSES SHALL BE DESIGNED FOR BEARING ON SPF#2 OR #3 PLATES OR LEDGERS (UNO) DESIGN NOTE � FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DE51GN SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER. NOTE: FOR MUST REVIEW AND APPROVE TRU55 PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TRUSS CONNECTORS, FOUNDATION, AND BEARING WALLS ALL SUBJECT TO CHANGE BASED ON TRUSS PLANS NOTE: ROOFING TRU55E5 BY OTIIER5 HEADER/BEAM * COLUMN NOTES: THE NUMBER SHOWN AT BEAM AND HEADER SUPPORTS INDICATES THE NUMBER OF SUPPORT STUDS REQUIRED IN STUD POCKET OR COLUMN. THE NUMBER OF KING STUDS AT EACH END OF THE HEADERS IN LOAD BEARING AND EXTERIOR WALLS SHALL BE ACCORDING TO ITEM (d) IN TABLE RG02.3(5) OR AS BELOW UP TO 4': 1 KING STUD 4'-8' 2 KING STUDS 8'-11' 3 KING STUDS OVER II' 4 KING STUDS HEADER AT LOAD BEARING WALLS: 2X4 WALLS (2) 2X10 (U.N.O.) 2XG WALLS (3) 2XIO (U.N.O.) USE (1) JACK AND (1) KING STUD AT EACH END. U.N.O. SEE TBL RG02.7.5 FOR FULL HGT STUDS AT EACH END IN EXTERIOR WALLS NON LOAD (1) 2X4 LAID FLAT FOR OPENINGS UP TO 8' w IF VERTICAL DISTANCE BEARING: TO PARALLEL NAILING SURFACE IS NOT MORE THAN 24" USE (1) JACK AND (1) KING STUD AT EACH END HEADER HEIGHT NOTE: ALL WINDOW HEAD HEIGHTS ARE 0-8" A.F.F. UNLE55 NOTED OTHERWISE. TYPICAL 5IMP50N HANGER5 ITEM NUMBER MODEL FA5TNER5 UPLIFT# SHEAR NOTES JACK TRUSSES WD. TO HETA20 IG-IOd X 1-1/2" 1890 271/G25 MASONRY BEAMS/h I P GIRDER/COMMON HETA20 32-10d X 1-112" 2,G4G 540/1,250 (2) STRAP / TRUSSES WD. TO TRUSS / GIRDER MA50NRY COMMON TRUSSES HU52G 28-I0d 1,550 - HANGER (HANGERS) GIRDER TO GIRDER HGU5210-2 G2-IGd 3,080 - HANGER (HANGERS) WOOD TO WOOD h10 IG-8d X 1-1/2" 650 505/450 WOOD / WOOD VALLEY TRUSSES / LU528-2 10-IGd 1,140 1.2G5 FRAMING HIP GIRDER h'ETAIG 32-I0d X 1-112" 2,500 1.210 (2) STRAP PER I,IGO MANUF. WOOD TO WOOD GIRDER MT518 28-I0d X 1-112" 2,000 - (2) STRAPS OR EQUAL T/C TAPCON CONCRETE PA5TNER5 LOADS TAKEN FROM MANUFACTURERS SPECIFICATIONS ACTUAL LOADS MAY BE LE55 NOTE: SEE 2ND FLOOR PLAN AT PLUMB DOWNS UNLE55 NOTED OTHERWISE PER NOTE OR DETAIL I IT N w ry F-- O0 coo cV (�/ Lu w z z w n a 5 H EAR WALL NOTE ALL EXTERIOR WALLS ARE TO BE CONSIDERED SHEAR RESISTING COMPONENTS. ROUGH OPENING NOTE: FIELD VERIFY MASONRY AND FRAME OPENINGS OF WINDOWS AND DOORS WITH MANUFACTURE SPECIFICATIONS. MINIMUM ROOF SHEATHING TH I C KN E55 WIND SPEED RAFTER/TRU55 SPACING 140 150 24 IN, O.C. 7/IG 15/32 (24/IG) 19/32 (32/IG) 19/32 MINIMUM SHEATHING THICKNESS, INCHES (PANEL SPAN RATING) EXPOSURE C (40/20) (40/20) MINIMUM SHEATHING THICKNESS, INCHES 19/32 9/32 (PANEL SPAN RATING) EXPOSURE D (40/20) (40/20) ROOF SHEATHING ATTACHMENT WIND SPEED RAFTER/TRUSS SPACING 140 150 24 IN, O.C. E F E F EXPOSURE B RAFTER/TRU55 SG = 0.42 G G G G RAFTER)TRU55 5G = 0.49 G G G G EXF05UFIE C RAFTER/TRU55 SG = 0.42 4 1 4 1 4 4 RAFTERnRU55 5G = 0.49 G G G G EXPOSURE D RAFTER/TRU55 5G = 0.42 4 4 4 4 RAFTER/TRU55 5G = 0.49 G G 4 4 E = NAIL SPACING ALONG PANEL EDGES (INCHES) F = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) a.FOR SHEATHING LOCATED A MINIMUM OF 4 FEET FROM THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF RIDGES AND HIPS, NAIL SPACING 15 PERMITTED TO BE G INCHES ON CENTER ALONG PANEL EDGES AND G INCHES ON CENTER ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. b.WHERE WTERFRU55 SPACING 15 LE55 THAN 24 INCHES ON CENTER, ROOF SHEATHING FASTENING 15 PERMITTED TO BE IN ACCORDANCE WITH THE AWC WFCM OR THE AWC ND5. VENT AREA II-4" 20-011 1 4 879 5Q. FT. ROOF FRAMING PLAN a ATTIC VENT CALCULATION PROVIDE ATTIC VENTILATION IN COMPLIANCE w/ F.B.0 RESIDENTIAL CODE. THE REQUIRED NET FREE VENTILATING AREA OF NOT LESS THAN 1/150 OF THE SPACE VENTILATED. AREA MAY BE REDUCED TO 1/300 PROVIDED THAT 50 PERCENT (BUT NOT MORE THAN 80%) OF THE REQ'D VENTILATING AREA IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE SAVE OR CORNICE WITH THE BALANCE OF THE REQ'D VENTILATION PROVIDED BY THE SAVE OR CORNICE VENTS. NOTE: TYPICAL VENTILATION INCLUDES 1. SOFFIT VENTS (AREA: 6.42 SQ.IN. PER FOOT -VERIFY W/ MANUFACTURER) 2. LOMANCO 770* ATTIC VENT LOCATED 12" MIN. FROM RIDGE (AREA: 70 SQ. IN. - VERIFY W/ MANUFACTURER). *(1) LOMANCO 770D VENT AT 140 S.I. EA CAN BE USED IN PLACE OF (2) 770 VENTS. AREA 1 - AREA VENTILATION REQUIRED - UPPER 8 LOWER VENTS PROVIDED 879 S.F. ATTIC AREA / 300 = 2.93 S.F. X 144 = 421.92 S.I. 421.92 S.I. / 2 = 210.96 S.I. UPPER AND LOWER VENTILATION REQUIRED UPPER VENTILATION PROVIDED 4 LOMANCO OFF RIDGE VENTS AT 70 S.I. EA. = 280.00 > 210.96 S.I. LOWER VENTILATION PROVIDED 33 FT. SOFFIT VENTS (MIN.) AT 6.42 SI./FT = 211.86 > 210.96 S.I. 20-0" 4'-O" ,_ 21-011 I. 41-011 I. 41-011 1. 4'-011 1. 41-0" 41-011 ------------- SDLO IWA5HER�I DRYER' L--JIIL--J ROUGH OPENING NOTE: INDICATES OPENING VIF MASONRY 4 FRAME OPENINGS IN WALL ABV OF WINDOWS * DOORS w/ MANUF. SPEC.5. 4" THICK, 2500 P.5.1. CONCRETE SLAB ON GRADE W/ GxG WELDED WIRE MESH OR FIBER MESH OVER G MIL VAPOR BARRIER ON CLEAN, )II 4 I 5DI,0 I In I I I ( 5DI.0 I I I WELL- COMPACTED, TERMITE TREATED, GRANULAR FILL. -TYPICAL f Lu INDICATES I - #5 VERT. REBAR I IN MASONRY CELL FILLED SOLID I W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM { ABV * FTG. BELOW PROVIDE 25" MIN. LAP WHERE 5PLICED/WIRE TOGETHER. TYPICAL I ! I I I I I 5 I I SDLO 5DI.0 5DI,0 I L4 ------------------------- -i KX 4'-0" FOUNDATION PLAN SLAB LEGEND C x 2 INDICATES RECESS IN SLAB [ _ ] INDICATES OPENING ABV INDICATES STEP DOWN AND MEASUREMENT IN SLAB INDICATES 145 VERTICAL REBAR IN GROUTED FILLED CELL IN NEW 8" CMU WALL(5HEAR WALL 5ECRTION). FILL SOLID FROM FTG TO TIE BEAM INDICATES 245 VERTICAL REBAR, FILL SOLID FROM FTG TO TIE BEAM NOTE: VERT. REINF. SHALL HOOK INTO BEAM ABOVE * FOOTING BELOW. PROVIDE 25" MIN. LAP WHERE SPLICES OCCUR. AND WIRE TOGETHER, FILLED CELLS NOTE: FILLED CELLS NEXT TO ALL CORNERS, NEXT TO ALL OPENINGS, UNDER ALL GIRDERS, @ ALL CORNERS, AND 48" O.C. MAXIMUM, *CONTRACTOR TO VIF ALL EX15TING FILLED CELLS -TYP e O o e 0 21 41 81 SCALE: 114" = V-0" z JUDITH ANN KOEHN, CPBD, AIBD j AKOHN@ONTWERPE5TUDIO.COM 727.490.9459 1 910.374.78G3 ce- p WWW.ONTWERPE5TUDIO.COM V) z V) Lu N-C-B•D•C • NATIONAL COUNCIL OF • � o �s a MEMBER Creating where people live I- B Q_, ,R, A31ERICAN LNSTITIITR of BUILDING- DESIGN N It Ln Q__. O (`() c� W 1 m C O - 0 0 0 CLI Q u- U.1 W - J "5... m J _ G Lo Q_ co Q_ U- i N TWO �A a o F 3�00 o O N ,� oU�W wA uZ Q� 04 04g P4aW �� OwA >� w zOx�A CZ7C7 �O a Z H 0 A4 A� p A0 C7� C7a E. 0 W �AA 0 A U O OWE E" MwU 1 a� 0 0 x w� Z o, w a I N O z wZ. � x W � h�-i � N E-� fs. REV DATE DESCRIPTION - - z 3 PROJECT NO: 2204-25G DATE: 23.05.2022 DRAWN BY: A. KOHN *CONSTRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNER, THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER. 5TUCTU RAL PLANS 5/23/2022 12:26:03 PM PRE=ENGINEERED WOOD I TRUSSES @ "" A ACTH STRAP UNDER VA i ,5_ o_ I® CEILING: 5/8" DRYWALL OR 1/2" CEILING BOARD IX4 PT NAILER ' r- 5TD. 900 HOOK -� w c� Q TYPE "5" MORTAR n 4" THK CONC SLAB w/ GXG WI.4XWI.4 WWF OR FIBER MESH - BARRIER - (2)#5 BAR CONT.. 4 CLEAN, POISONED * COMPACTED 501L (COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D1557) HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHEDULE, SEPARATE SHEET) w/ METAL PLATE UNDER EACH TRUSS 25 YEAR DIM. OK FIBERGLASS SHINGLES ON TINTAB 15# FELT 1/2" 3-PLY PLYWOOD SHEATHING OR 5/6" 055 NAILED * w/ ALUM H-CLIP5 CONT. METAL DRIP EDGE 5/4 X 4 PRIMETRIM DRIP 5/4 X 8 OR 5/4 X 10 PRIMETRIM FASCIA OR IX8 WOOD FASCIA w/ 2XG 5U5FA5CIA ALUMINUM SOFFIT w/ CONT. VENT 8" X IG" "U" BLOCK w/ (1) #5 CONT. FILLED w/ 2500 P51 CONCRETE 8" C.M.U. TYP. EXTERIOR FINISH. SEE ELEVATIONS (1) #5 VERT. FILL CELLS (SEE FOUNDATION PLAN * NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYP. STD. 90/U+0050 HOOK BEYOND (SEE DTL) WEEP SCREED I BADE J— SOIL MINIMUM BEARING 2000 PSF • BOTTOM OF FOOTING MIN. 12" BELOW FINISHED GRADE 3" MIN. AL50 5EE DETAIL 2-52 PRE-ENGINEERED WOOD TRUSSES @ 24" OC w/ METAL STRAP UNDER EACH TRU55 SEE DETAIL 2/52 FOR LN,5. CURTAIN NAILER IXIG PT WINDOWS -EXTEND 8" X 8" "U" BLOCK w/ #5 CONT. 20" PAST WINDOWS PRECAST LINTEL w/ (1) #5 CONT.-FOR OPENINGS GREATER THAN G-0". SEE WINDOW BUCK PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT ALUMINUM FRAMED WINDOW w/ SCREEN (SEE WINDOW SCHEDULE AND ELEVATIONS CAULK AT FOR DESIGNATIONS) EACH WINDOW FLUSH CAST CONC 51LL MARBLE STOOL I 8" CMU TYP I T.O.5. GARAGE WALL SECTION 5NA5 I TYP. WALL 5ECTION TN RU WINDOW 5NT5 2 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT STEEL SERVICE -- - - -- --- - DOOR ALUMINUM -I THRESHOLD CONC BOND SET IN CAULK m BEAM (1) #5 - 5TD 90/U+OOBO HOOK PRECAST LINTEL I \ w/ (1) #5 CONT. • (U.O.N.) I , — I I I I OPENING I I I FILLED CELL w/ (1) #5 VERTICAL (2) #5 RODS G MIL VAPOR BARRIER /� 5ERVICE ROOK SN.T.5, I I F 4" CONC. SLAB NOTESFFWWP 1. FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (I) #5 ROD 3. SEE LINTEL SCHEDULE ON FLOOR PLAN FOR ADDITIONAL CONT. INFORMATION NOT SHOWN. TYF'. LINTEL A55EM5LY SCAS.LE: 3 811 MONO FOOTING It25A'-O` 6 N.T. 2-1/2"0 X IG" J-BOLTS w/ WASHER OR EQUAL 5; CONCRETE FILLED CELL w/ (1) #5 VERT MIN I ' 51MF50N MBHA HANGER BEAM OR CUSTOM STEEL BEAM -SEE PLAN HANGER w/ (5) 1/2"0 A307 (2) 5/8" 0 HOLES <o L 3/8"X4"XG" 9-8- 1/4" TYP - 3/8"X4"XW SHIM PL - 1/4" BENT PL. 5/8"0 HOLE TYP THRU BOLTS w/ NUT LVL I N°• H. PI ys WASHER OR 106 NAILS TO 11-114" 3 11112" 5 FILL EVERY HOLE. FABRICATION (FOR 11_7/8" 2 12 1/8" 4 INSTALLATION CUSTOM HANGER) 11_7/8" 3 12 1/8" 5 FILLED CELL w/ #5 VERTICAL 2XG YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB w/ (1) 5/IG"X Ll 1-5/8" LAG SCREW PER TRACK BRACKETS 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET w/ (1) 1/4" X 5/8" BOLT * NUT OR (2) 1/40 KI VETS. HAM/CM WALL CONNECTION 5NT5� 1/2110 X G" "J" BOLTS @ IG" OC OR 1/2" X G" WEDGE TYPE ANCHOR STOP MOLDING BY DOOR INSTALLER (TO SUIT) 20 GA. GALV. 5TEELEND STILE 20 GA. GALV. 18 GA. GALV. STEEL STEEL INTER. CENTER HINGE STILE FASTENED TO INTER. STILES w/ (4) #14 X 5/8" SHEET METAL SCREWS 7/I0 I.D. ROUND PUSHNUT FASTENER ((I) PER ROLLER 14 GA, ALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH w/ (4) #14 X 5/5" SHEET METAL SCREWS * (4) 1/4" X 3/4" SELF TAPPING SCREWS PER END HINGE. 2" 0 SHORT STEM, 10 BALL STEEL ROLLER TRACK77GE DOOR MOUNTING15CALE: 1 8 f1FTA II N.T.5, I REINFORCING BAR LAP SPLICES 1122A;E79 1 II GARAGE 8" CONC BLOCK DOOR WALL BEYOND EXPANSION JOINT h DRIVEWAY (1) #5 RODS I'-8" MONO 4" 1'-4" 8" FOOTING w/ (2) G MIL #5 RODS CONT. VAPOR BARRIER GARAGE DOOR 5 TYPICAL 51MP50N HANGERS MEMBER MODEL 2X8 LU526 2X10 LU5210 2X12 LU5210 (2) 2X8 HU528-2 (2) 2XIO HU5210-2 (2) 2X12 HU5210-2 (2) 9-1/4 / 11-7/8" LVL HGU5410 (2) 14" / (2) IG" / (2) 18" LVL HGU5414 (3) 9-1/4 LVL HGU55.50/10 (3) 11-7/8" LVL HGU55.50/12 (3) 14" / (3) IG" / (3) 15" LVL HGU55.50/14 (4) 9-1/4 LVL HGU57.25/10 (4) 11-7/8" LVL HGU57.25/12 (4) 14" / (4) IG" / (4) 18" LVL HGU57.25/14 CAST-CRETE PRECAST LINTEL SAFE LOAD TABLE LENGTH SAFE LOAD5-POUND5 PER LINEAR FOOT UNFILLED 8" X 8" 4'-0" (48") PRECAST 2029 4'-G" (54") PRECAST 2029 5'-4" (G4") PRECAST 2029 5'-10" (70") PRECAST 2029 G'-G" (78") PRECAST 2029 T-G" (90") PRECAST 2029 9'-4" (112") PRECAST 2029 I'-G" (120) PRECAST 2029 Il'-4" (130) PRECAST I 2029 12'-0" (J44") PRECAST 2029 13'-4" (IGO") PRECAST 2029 14'-0" (IG(5") PRECAST 2029 14'-8" (45") PRE5TRE55ED 2029 14'-8" (48") PKE5TRE55ED 2029 14'-8" (48") PRESTRESSED 2029 14'-8" (45") PRESTRESSED 2029 14'-8" (48") PRE57,E55ED 2029 14'-8" (48") PRESTRESSED 2029 14'-8" (48") PRESTRESSED 2029 14'-8" (45") PRESTRESSED 2029 14'-8" (48") PRESTRESSED 2029 IG" DEEP BEAM POURED 50LID WITH 2500 P51 CONCRETE **P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT. PLACED IN BOTTOM OF COURSE * IG" DEEP BEAM POURED 50LID WITH 2500 PSI CONCRETE FILLED 8" X IG" FILLED wi (1) #5 T*B 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 6039 z JUDITH ANN KOEHN, CPBD, AIBD AKOHN@ONTWERPE5TUDIO.COM 727.490.9459 1 910.374.78G3 2 WWW.ONTWERFE5TUDIO.COM V) z W N•C-B-D•C Q •�.ATIONALO MEMBER Creating where people live A I B D.R. AMERICAIIN INbTITIITE of BUILDIXG DESIGN C\1 u 1 CL 0 m U.1 O cm a O O Q V Q C) U'l W ..j m J Ln ry REV DATE DESCRIPTION - - z 3 PROJECT NO: 2204-25G DATE: 23.05,2022 DRAWN BY: A. KOHN *CON5TRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNER. THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER. STRUCTURAL DETAILS NOTES 5/23/2922 12:26:04 PM T-1 5D1.0 STRUCTURAL N OTE5 1) CODES 1.1 FLORIDA BUILDING CODE RESIDENTIAL 2020, 7TH EDITION 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC1318-LATE5T). 1.3 "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN% BY THE AMERICAN INSTITUTE STEEL CONSTRUCTION, 9TH EDITION. L4 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE INSTITUTE (TPI) LATEST EDITION, 2) DE51GN CRITERIA 2.1 DWELLING FLOORS - 40 P5F LIVE LOAD + 15 P5F DEAD LOAD 2.2 BALCONIES - GO P5F LIVE LOAD + 15 P5F DEAD LOAD 2.3 ROOF OVER LIVING AREAS - 20 P5F LIVE LOAD, 17 P5F (7 P5F T/C * 10 P5F B/C) DEAD LOAD FOR 5HINGLE ROOFS; 25 P5F (15 P5F T/C * 10 P5F B/C) DEAD LOAD FOR CONCRETE TILE ROOFS 2.4 WIND -145 mph 3 SECOND GUST EXPOSURE "B" IMPORTANCE FACTOR, "I" = 1, CATEGORY 11, ENCLOSED BUILDING. 2.5 NET UPLIFT DEAD LOADS 10 P5F SHINGLE; 15 P5F TILE 2.G SEE FLOOR PLAN FOR COMPONENT * CLADDING PRESSURE 3) 501L 3.1 MINIMUM ALLOWABLE 501L PRESSURE 2000 P5F. 3.2 ALL 501L 15 TO BE CLEAN * POISONED FOR TERMITES PER PBC 2020, 7TH EDITION SECTIONS 105.10, 105.11 4) CONCRETE 4.1 CONCRETE COMPRE551VE STRENGTH AT 28 DAYS: 2500 P51 (NORMAL WEIGHT). 4.2 REINFORCING BARS" A5TM AG15 (GRADE 40). 4.3 WELDED WIRE FABRIC (WWF): A5TM A185. 4.4 DETAILED REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.G EARTH SUPPORTED 5LA55: (INCLUDING EXTERIOR WALK AND DRIVE 5LA55) 3.5" THICK MIN. REINFORCED WGXG-W1.4 X WI.4 WWF AT MID -DEPTH OF SLAB. 1`I5ERME51­1 MAY BE USED IN LIEU OF WWF AT CONTRACTORS OPTION. 4.7 CONCRETING OPERATIONS SHOULD COMPLY WITH ACI STANDARDS 4.6 LAP SPLICE SHALL BE AS FOLLOWS; #5 BAR 25", #4 BAR 20", #3 BAR 15" 4.9 CONCRETE SHALL BE PACED WITHIN 90 MINUTES OF BATCH TIME OR AS REQ'D BY SUPPLIER 4.10 SLUMP RANGE 4" TO G" FOR FLAT WORK, 8'-II' w/ MORANGE WATER REDUCED FOR UNTEL POURS 4.11 PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS AS REQUIRED. SET PLASTIC TIP LEGS ON ALL EXP05ED SURFACES. 4.12 PROVIDE PROPER CLEARANCE -3" FOOTING5, 15' COLUMNS * BEAMS. 4.13 RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL OF THE SUPPLIER. 5) MASONRY 5.1 DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-LATE5T 5.2 MINIMUM MASONRY UNIT STRENGTH: 1500 P51 5.3 MORTAR SHALL BE TYPE 5. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL 15 GREATER THAN 24" TALL ABOVE GRADE, FOR STEM WALL5 TALLER THAN 40" CONTACT ENGINEER. 5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN. 5.G LINTELS 5UPPL;IED BY APPROVED MANUFACTURER: 1) FECP/CAST-CRETE CORPORATION 2( POWER CONCRETE 3) ALLIED PRECAST 4) LOTT 5) WEKIA G) MARION MASONRY G) WOOD 0.1 WOOD STRUCTURAL FRAMING MEMBERS; #2 SOUTHERN YELLOW PINE )UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS (Fb) PER ND5-LATE5T = 1250 P51 AND A MODULUS OF ELASTICITY = i,0000,000 PSI EXCEPT WHERE 5PF STUD OR CONSTRUCTION GRADE MAY BE USED. TOP PLATES SHALL HAVE NO OCCURENCE OF SPLITS, CHECKS AND SHAKES. G.2 DESIGN, FABRICATE AND ERECT WOOD TRU55E5 IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND Q5T-LATE5T EDITION G.3 ALL EXPOSED WOOD OR WOOD #1 CONTACT WITH EARTH OR CONCRETE TO BE PRE5UURE TREATED. G.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 05" PLYWOOD OR 5/8" 055 MINIMUM SHINGLES OR TILE G.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH THE CONCRETE. METAL SEAT PLATES, ROOFING FELT, OR BITUMINOUS MATERIAL SHALL BE PLACED BETWEEN ALL TRUSSES, LVL'5, ANY OTHER UNTREATED LUMBER OR PLYWOOD AND CONRETE OR MA50NRY SURFACE 7) MICRO -LAM LUMBER 7.1 MICRO -LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E=1,700,000 PSI Fb = 2,950 P51 Ft = 1,850 PSI Ft = 500 P51 (PERPENDICULAR) Fc = 2,700 P51 (PARALLEL) Fv = 285 P51 (5) STEEL 5.1 INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 8.2 FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 8.3 STRUCTURAL STEEL; A5TM A3G 8.4 STEEL TUBING; A5TW A500, GRADE B. 8.5 WELDED CONNECTIONS; 370XX ELECTRODES, MINIMUM 51ZE FILLET WELD5 3/I0, AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 8.G WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH 51DE OF THE WEB OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE COLUMN. NOTE: IT 15 THE CONTRACTORS RE51'ON515ILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALLTECH STRUCTURAL ENGINEERING INC. 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROF E5510NAL' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF ALLTECH STRUCTURAL ENGINEERING INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KELLY E. LYONS, P.E. #5G191 GENERAL NAILING SCHEDULE CONNECTION FA5TENER(5) I QUANITY/51FACING LEDGER STRIP IGd COMMON 3 AT EACH JOIST 50LEPLATE TO JOIST OR BLOCKING, IGd COMMON IG" O.C. FACE NAIL TOP OR SOLE PLATE, TOE NAIL IGd COMMON 2 STUD TO 50LE PLATE, TOE NAIL 8d COMMON 4 DOUBLED STUDS, FACE NAIL IOd COMMON 24" O.C. DOUBLED TOP PLATES, FACE NAIL IOd COMMON IG" O.C. CONTINUOUS HEADER, TWO PIECES IGd COMMON IG" O.C. ALONG EACH EDGE CONTINUOUS HEADER TO STUD, TOE 8d COMMON 3 NAIL IX8 SHEATHING OR LE55 TO EACH 8d COMMON 2 BEARING, FACE NAIL OVER IX8 SHEATHING OR LE55 TO 8c1 COMMON 3 EACH BEARING, FACE NAIL BUILT UP CORNER 5TUD5 IGd COMMON 24" O.C. BUILT UP GIRDERS AND BEAMS UP 20d COMMON 32" O.C. AT TOP AND BOTTOM TO THREE MEMBERS AND STAGGERED, 2 ENDS AND AT EACH SPLICE 1/2" GYPSUM SHEATHING II GA 1-1/2 GALVANIZED 7/I0 HEAD 4" O.C. AT EDGES, 8" O.C. AT OTHER BEARINGS 5/8" GYPSUM SHEATHING II GA 1-3/4 GALVANIZED 7/10" HEAD 4" O.C. AT EDGES, 8" O.C. AT OTHER BEARINGS 1/2" GYPSUM WALLBOARD 1-3/8" DRYWALL NAIL 7" O.C. ON CEILINGS, 8" O.C. ON WALLS 5/6" GYPSUM WALLBOARD 1-31/2" DRYWALL NAIL 7" O.C. ON CEILINGS, 8" O.C. ON WALLS HARDBOARD LAP SIDING, DIRECT TO 8d CORROSION RE515TANT w/ MIN. IG" O.C. AT TOP AND BOTTOM STUDS SHANK 0 OF 0.099" * MIN. HEAD 0 OF EDGES OF 0.240" HARDBOARD LAP SIDING, OVER IOd CORROSION RESISTANT w/ MIN. IG" O.C. AT TOP AND BOTTOM SHEATHING SHANK 0 OF 0.099" * MIN. HEAD 0 OF EDGES OF 0,240" HARDBOARD PANEL SIDING, DIRECT Gd CORROSION RESISTANT w/ MIN. G" O.C. AT EDGES, 12" AT TO STUDS SHANK 0 OF 0.092" * MIN. HEAD 0 INTERMEDIATE SUPPORTS OF 0,225" HARDBOARD PANEL SIDING, OVER 8d CORROSION RE515TANT w/ MIN. G" O.C. AT EDGES, 12" AT SHEATHING SHANK 0 OF 0.092" * MIN. HEAD 0 INTERMEDIATE SUPPORTS OF 0.225" 51MP50N CONNECTOR SCHEDULE ITEM NUMBER MODEL FA5TNER5 UPLIFT # 5HEAR # JACK TRUSSES WD TO HETA20 IG-IOd X 1-1/2" 1,890 270/G25 MASONRY 5EAM5/HIF GIRDER/ 32-I0d X (2)STRAP/TRU55 COMMON TRUSSES WD TO HETA20 11/2„ 2,G4G 540/1,250 /GIRDER MASONRY COMMON TRUSSES HU520 28-I0d 1,550 - HANGER (HANGERS) GIRDER TO GIRDER HGUS210-2 G2-IGd 3,080 - HANGER (HANGERS) WOOD TO WOOD HIOA IG-8d X 1-1/2" 850 505/450 WOOD/ WOOD VALLEY TRUSSES/ FRAMING LU528-2 10-IGd 1,140 1,2G5 HIP GIRDER HETAIG 32-I0d X 2,500 1,210 (2) STRAP PER 1-1/2" I,IGO MANUF. WOOD TO WOOD HIP MT518 28-I0d X 2,000 - (2) STRAPS GIRDER 1-1/2" * OR EQUAL T/C: TAPCON CONCRETE FASTNER5 LOADS TAKEN FROM MANUFACTURES PECIFICATION5 ACTUAL LOADS MAY BE LE55 NOTE: SEE 2ND FLOOR PLAN AT PLUMB DOWNS. APPLY 3/8" MIN CDX PLYWOOD TO CEILING USING 8d RING SHANK NAILS 4" O.C. PRIOR TO APPLICATION OF FINISHED CEILING OR APPLY STRUCTURALLY RATED CEILING FINISH 5IMP50N 5TONG TIE UPLIFT CONNECTION CRO55 REFERENCE*** CONNECTOR CAPACITY FA5TNER5 META20 1500 (14) IOd X 1-1/2" HETA20 1890 (IG) IOd X 1-1/2" H2.5 415 (10) 8d H5 455 (8) 8d H7 030 (114) 8d HTT5 3480 (18) IGd NAILS $ 5/8"0 BOLT MA5 1005 (G) IOd X 1-1/2" HD2A* 2775 5/8"0 BOLT HD5A* 3705 3/4"0 BOLT HDGA* 4405 7/8"0 BOLT LU52G 930/1040** (8) IOd X 3" HU52G 1550/3205** (20) IGd X 3-1/2" HU528 2000/3775** (30) IGd X 3-1/2" A35 450 (12),56 X 1-1/2" MT512 1000 (14) IOd X 3" MT51G 1000 (14) IOd X 3" MT520 1000 (14) IOd X 3" * MIN 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE 51DE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS 2'-fl/III OVERLAP TRUSS BRACING AT LEAST G" OVERLAP ONE TRU55 SPACE MIN. (2) 10,4 MIN. IX4 TRUSS PRE-ENGINEERED PER JOINT BRACING ( SEE 52-11 WOOD TRUSSES FOR LOCATION50 TRU55 BRACING OVERLAP DETAILS-) MINIMUM 2X4 BOTTOM CHORD BRACING IX4 MIN. �t C_ v TOP AND BOTTOM CHORD GABLE END BRACING@ 48" OC MAX FOR FIRST (4) ROWS OF TRU55E5 �t PARNINA CP TINUOU5 BOTTOM CHORD "X" BRACING (SEE BCING IX4 MIN. (SEE DETAIL S2/4) _1 DETAIL 52/5) _ ---- -- O 2 G 0 ---- I Ln -- ---- -- ---- -- ---- z lu co <C --- -- ---- -- 0 z w z NOTE: I. SEE TRU55 MANUFACTURERS TRU55 ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED. 2. 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 02% OF THE WEB. r MINIMUM PERMANENT TRUSS BRACING SNAE 6 CRO55 BRACING DETAIL NAs: 21 a^' ""AIL w/ (2) IGd NAILS K 2-1/2" LAG @ 24" OC TYP 2X4 OUTL00KER5 @ 24" OC w/ (2) 12d PER JOINT 2X4 RUNNERS SEE G/52 FOR ADD'L GABLE BRACING REQ'D 1 ALT NON -DROP GABLE END DETAIL 5NT5 3 3/4" X 2" PT STUCCO GTllb DRIP FASCIA �� RIDGE LINE ++++++++++_I++++++++++++++++++++++++++++ + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + z+ + + + + + + + + i4 + + + + + + + + + o+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + # + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (D USE 51MP50N META 20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMP50N H10 (OR EQUAL) CONNECTORS @ FRAME WALLS NOTE: I. 5EE STRUCTURAL NOTE5 FOR 5hEAThNG 5PECINCATION5. 2, END JOINTS OF ThE ROOF 5MEATNING + + + + + SMALL 5E 5TAGGERD AND OCCUR OVER FRAMING 8d RING 5hANK NAILS @ G" OC - + + + + + MEMEER5 4" OC @ GABLE END WALL OR GABLE TRU55 + + + + + 8d RING SHANK NAILS @ 4" OC EDGE5 8d COMMON NAILS @ 6" OC INTERMEDIATE ROOF I=RAMING NAILING 5CHEDULE 0" GABLE ROOF OVERHANG SNAS: 4 UPLIFT CONNECTORS FOR HIP FRAMINGI SNA5. 1 5 1 7 z JUDITH ANN KOEHN, CPBD, AIBD j AKOHN@ONTWERPE5TUDIO.COM -' 727.490.9459 1 910.374.78G3 p WWW.ONTWEP\PE5TUDIO.COM 2 V) z 0 w N'G'B-D'G • NATIONAL COUNCIL OF • Ye A tiF4 4,r MEMBER Creating where people live A I B.DR AAIERICAN INBTTTUTE of BUILDING DESIGN CV It Ln QL. O UJ 0 co m O Q Q 0 OL 0 Q L' u.j W - J 15 .... Q J G Ln _ L.1 N E aFAaO w a 0 N >U�U M ��qxA IautnO U i A0 Z� 0 0 w� v w M w ►--a � c! w� REV DATE DESCRIPTION t-- PROJECT NO: 2204-25G DATE: 23.05,2022 DRAWN BY: A. KOHN *CONSTRUCTION DOCUMENTS ARE ORIGINAL AND UNPUBLISHED MATERIALS OF THE DESIGNER. THEY SHALL NOT BE COPIED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGNER. STRUCTURAL DETAILS NOTES 5/23/2022 12:26:09 PM SD2.0