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Home My WebLink About7337 Steer Blade Dr99 99 `� L T FOR: V i • HORION • S 12602 TELECOM DRIVE, TAMPA, FL 33637 T491= (813) 740-9720 Fax: (813) 740-9715 t> r�1� �p p 9 �/ �"x pp�--4yy i'-..�'( �h of �-1H PREVA1�1NG G1.1;1 04°SP\;e C;COE, .=.I_ECTyRICpC�+IODE�, � d >-•�4 I11� F � �p '�.�i''. t'. M ^{'�1 33�5'S(, �)�! �ItaANCE C TY OF®EPHYE k�I . L1 PLAN EXAMINER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pZ,GRIDA BU16D1NG CODE, g=RuLl 7TH 2DM1l•t*ON ( G) -AM AW Irk M AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -111N. INTERIOR FINISH - CLASS B -BASIC WIND SPEED — Vult=150 MPH YBSQ=Ilil MPH -EXPOSURE - B -1-STORY RESIDENCE - •2—STORY RESIDENCE — MAX.. HEIGHT AS PER LOCAL AND STATE CODES ABV. Svc ALT. AMP AMP. BD. cL CAB. CLG, CLR CONc. CPT . G.T. D. DBL. D.G. DIA. DIM. DISP. OF. D. D.S. ow: EA. EFRLEV. EXH. -EXT. F.G1FX. F.G. FIN. FLR. FLUOR. F.F GDR' GAR. DISP. G.P.I. GL. GYP. BD. H.H. N.C. a Sw RHT INT. ABOVE LAV. LAVATORY AIRCONDITIONING MC. LUMwGDs ALTER AT E MC. MEDICINE CABINET ALTERNATE MIN MINIMUM NRER AMPERAGE MIN. MINIMUM BOARD M.T. METAL THRESHOLD CENTERLINE MTD. MOUNTED CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSHBUTTON CERAMIC TILE PH. PHONE DRYERPLY. PLATE DOUBLE PR_ PLYWOOD DUAL GLAZED PR PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.c. xETURNAIRGRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM, ROOM DISHWASHER B.C..ROUGH COOHEEXTDR EACH S.D. SMOKE DETECTOR EEQUAATION S.H. SHEETS HUNG EXHAUST SHWR. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SE GL. SLIDINGGLASS FLOOR STD. STANDARD FLUORESCENT Sws SHEAR WALL FOOTMGFRENCH �R TBMP. TEMPERED GLASS GARBAGE DISPOSAL T.O.C. TOP FCURB GROUND -FAULT CIRCUIT T.O.P TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HEADER CORE V. WASHERROOF W.PG INSULATION wD. WITH INTERIOR wDW. WINDOW TER w. j WROUGHWATER T IRON DATE DESCRIPTION 08/E4/19 ADD 150—C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/,,{/19 ADDED PENDENT LLCHiING AT EfTCHEN PG C1—COVER SHEET PG GN-GENERALNOTES PG Al -FLOOR PLAN PG A2H-ELEVATION "H" FRONT &REAR PG A3B-ELEVATION "B" LEFT k RIGHT PG EI-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAIL$ PG WA3-WALL AS3 MHLY DETAI PG WA4-WALL ASS MHLY DETAILS PG WA5-WA11 ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 10/01/19 ADDED 150-0 FROM ENGINEER 10/11/19 UPDATED LED Dmara PER as eoNTON 10/m/19 UPDATED SEPARATE EUXTI MICA' DETAHB PER D.R. NORM IR/o4/19 UPDATED THE sD�EDN CO„VEpS1O„ PgOy ueP 02/19/E0 ADDED leo-C FROM IXODiBER 01~21 11ADE IMMUNE CRAROEa PRUE ENO. FOR wag CODE CRAM 01/04,81 REPATHED ERGS I = THE 2= /HC STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 1 SQ.FT. CALL. S LIVING 2ma5 �' �' GARAGE 454 W. FT. ENTRY (ELEV. 5) 35 80. FT. COVERED LANAI 221 W. FT, TOTAL 2155 SA. FT. STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG S1.IA-DETAILS 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT TEAM PLAN PG S3-DETAILS PG S3-FRAMING PG S3.1A-DETAILS PG 3N1 DETAIAILSS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A R C N I T E C T• Gro�u�n 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdoeigngroup.com AA 8: 0003325 F MEN q a m 0 a 81JSDIV. & I.OT: SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODETA "2045-LANTANA" GARAGE SITING: RIGHT PAGE: COVER SHEET 50 MPH EXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 959/oMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: 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 SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0,48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN f INCH GYPSUM BOARD OR EQUIVALENT. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVAnON CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C N I T t C T t GmDesign u �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-607S FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J F y OU13DIV. tc x1om SILVERADO LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODEL "2045-LANTANA" GARAGE 81IINO: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. BCAL.E: 1/4"=1'-0" 1 CONTROL DATE: 12/10/20 (RM) GN AI -__- = L� 00 0o o JIEo ol'JEEEIIEEUpIo olElio � r r r 7 - r r - r - r p BEMOOM I- r i r r _ r r = p IJIEEEEEIio � oIIEEEEEIOIIo �� --- - o!IOIIEEEE� d - r �I r r r �O - O 11 11'/1 r r GREAT 11 / •\ r �l IU INVOI IMIN r o lwddd2� ;► - _.. - o m I r '—FOYER on r i 0 oa mm GARAGE r--i M i i i r r r r r m m O r r r r r r r r r r r r r r r r r r � r r i O�IEEEEEEIIO � O!IEEEEEEIfO o E'�lo N M mill* I' HB s EXTERIOR MASONRY WALL ERG. HEIGHTS 9'® SQ.FT. CAM'S LIVING 2045 SQ. FT. GARAGE 454 SQ. FT. ENTRY (ELEV. B) 35 60. FT. COVERED LANAI 221 SQ. FT. TOTAL 2155 Sa FT. FLOOR PLAN NOTES - ALL DW'IB4610N6 ARE FROM FACE CF T V BLOCK WALL (OR EDGE OF R .00R GLA8) TO FACE OF WALL STUD uHO. ALL INTERIOR WALL6 ARE 3 V UNO. - DRYER VENTED THROUGH ROOF (VTR). NOT 6CREE P. - AIR COr1PRE660R SET CN 44X44' POUTED COM- PAD. PAD DEISM 6' PROM EDGE OF 6TRUCTU E. - SEE SHEET GN FCIt GENERAL AND 6TANDA0111D BUILDING. NOTES. - ALL HABITABLE RID" TO NAVE AMC FAULT CIRCUIT INTEMlPTER - ALL FULL HE= BLOCK WALL6 BETWEEN FILLED CELLS WTHOUT OPENMW ARE "AR WALL6. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SQUARE LATICRETE BY HYDRO BAN. R.O. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UN.O. NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE COUNTER TOP RADIUS CORNERS, SEE vARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX _jBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN Q / BRACKETS A9 WALL BASEC -3NECESSARY. 2'X6'X35-1/4' T M LOW WALL Y 2'X6' STUDS • 16, OZ. W/ 1/2, DRYWALL BAR DETAIL A SCALE+ NTS FLOOR PLAN SCALE: 1/4' . I'-0' ca�aert wo a�cDla MEo Lolroe B11aC INO E71'ONAE FOR 8 ffi0010 a1818 OREIDB BGWIE am E6NIHEDOIU RBANKB Mom F=Aw MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 OR MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 16010 014D. 112 5 20.1/-22.1 8010 O.H.O. 56 5 21,6/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Td F A E C N I T E C T i Grou i gn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 I F a aUBDIV. 86 TAT: SILVERADO LOT: 19 BLK: 14 PROJECTAI 03719.000-19141 1LODICLt 2045-LANTANA" GARAGE 8WING: RIGHT PAGE: FLOOR PLAN 50 14PH EXP. 2 k 2 'Ppx<r r 01/26/21 DATE: SCALE: 1/4"=1'-0" 8iIEET Al 5'-4' FOAM CAP .0' AREA OF ATTIC = 2755 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = PORTION OF ATTIC .SX 1322.4 - 661.2 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 661.2 /115 OTAL# OF VENTS REQUIRED = 5.74957 OTAL# OF VENTS PROVIDED - 6 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 661.2 /11.736 OTALLINEAL FTOFSOFFITVENTINGREQUIRED = 56.3395 LINEALFTOF "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ------------.—'---- 18'-0' BLDG. HGT. 12 5 SHINGLE ROOF ,ti 9'-4' BRls. HGT. .i' —Y 5' RAISED STUCCO ®AND (TYP) •3' \ /— STONE / VENEER FRONT ELEVATION TEXTURE FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH GT. ENTRY DETAIL A SCALE, 1/4 • I'-0' A R C N I T! C T 8 6 GCOUSJO 141 N. RONALD REAGAN BLI LONGWOOD, FL32750 PH:401-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 L m a a BvaDIV. a LOT SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL.• "2045-LANTANA" GARAGE BVWG: RIGHT PAGE: FRONT & REAR ELEVATION "B" 5 H EB 2A202 PRINT 01/26/21 DATE: BCALX: 1/4"=1'-0" SHEET A2B V-4' 5R.3. HGT. STONE VENEER .9 _4, - .3 OFF RIDGE VENT OFF RIDGE T OFF RIDGE T RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT S'-4' BRG. HGT. o'J'-4' BRG. HGT. a o 9 STONE F m. VENEER .3 S (d'-0° FIN. FLR. _-_-_-_----------- _ N.8' GRADE. LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS A i C N I T! C T i 6 „Design PH: 407-7746078 FAX: 407-7744078 www.a bdesl gngroup.com AA #: 0003326 b m 0 a h OVHDIV. Se IiOT: 14 SILVERADO LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODEu "2045-LANTANA" GARAGE OWING: RIGHT PAGE: LEFT &RIGHT ELEVATION "BDFN" Bi MPH EXP. I'mNT 01/26/21 DATE: mcAuc: 1/4"=1'-0" aIEMET .A3 B ELECTRICAL LEGEND SYM. DESCRIPTION dio.. STANDARD SWITCH -4 3-WAY SWITCH 4 -WAY SWITCH .4 IMMER SWITCH HE BUTTON ISCONJECT i IT14ERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V OUADPLEX RECEPTACLE RECEPTACLE (FLOOR ECEPTACLE (4 WIRE CTOR) ATED RECEPTACLE MOWTED LKaHT AUPLEX G MOUNTED LIGHIT NT LIGHT LIGHT CONCE PRE -WIRE AN WITH LIGHT (I CFM PER SQ. FT.) LIGHT FIXTURE LIGHT FIXTURE rlonmc b BULB LIGHT FIXTURE TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN JNOER CABINET LIGHT ® 7(4' FLUORESCENT LIGHT (RECESSED) m 'X4' FLUORESCENT LIGHT (SURFACE OUNT) I_xl'x4, FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT • CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) Ha) -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILING MOUNTED FAN B T FAN (I CFM PER l5a FT.) JACK HQ OKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) ® OKE/CAX OR C I MOUNTED) MIMES ® LING TV JACK -E PORT • LOC ION OF TVXS 4 PHONE OUT 4 AN TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC, FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. ' GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 1N.h EDITION C2020). ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1th ED (2020). ' ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL L(1MP8 SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th FOR MICRO/ HOOD ABOVE OPT. - - OPT. COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE. 1/4' • 1'-0' .9 I II• I I e I � I � I LED LIGHTING C� DOUBLE LAV. BATH I ELEVATIONS METER FIELD VERIFY LOC. LED LIGHTING @ SINGLE LAV. POWDER BATH ELEVATION B I V.D. I � I � r LED LIGHTING ® SINGLE LAV. BATH 2 ELEVATION B LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 1 2045 IMODEI 2045 ISO, FT. GENERAL LIGHTING X 3 VA. PERSO, FT. 6135 2 20 AMP APPLIANCE CIRCUIT AT ISM VA EA. 3,000 1 LAUNDRY CIRCUIT AT 114, 1 RANGE AT NAME PLATE RAT( NG OR COOKTOP/OVEN 1 WATER HEATER 1 DISHWASHER 1 CLOTHES DRYER 1 DISPOSAL 1 MICROWAVE 1 REF. 1,200 SUBTOTAL OF GENERAL LOAD 36535 FIRST 10 KVA OF GENERAL LOAD AT 100% 10,000 REMAINDER OF GENERAL LOAD AT 40% 26535 VA.X 0.4 1061 TOTALNET GENERAL LOAD 20,61 4 TON HEAT PUMP #128 AMP X 240 VA 672 10 KW ELECTRIC HEAT AT 65% 6500 NETGENERALLOAD 2061 NET TOTAL HEAT 1322 TOTAL LOAD 33,834 FUTURE GROWTH 10% 3383.4 CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 19,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2/0 CU, 1 % C I ONO 2" CONDUIT OR PROVIDE 3 4/O AL. 1-4 AL COO IN 2" CONDUIT. (CONDUIT TO TER'R"TE ABOVE SOFFIT a OVEMWGJ 200 AMP ELECTRICAL RISER NOT TO SCALE. GIMRAL NOTES. COMBINATION SERVICE 200 /YIP 120440 VOLT A. ELECTRICAL MATERIALS AND NSTALLATION6 DIBCOMIECT I PHASE 6HALL COMPLY WT14 ELECTRICAL PROVISIONS OF M 81111TC14 AND PAO THE l9DGR TTH ®ITIOt.I [2020A LOCAL CODE61 *0 ELECTRIC PANEL ALL LOCAL POWER COMPANY ladu mENTS. METER N NEMA IL ALL CONDUCTORS 6HALL BE TYPE THFWT" SR ENCLOSURE UNLESS NOTED OTHERIMSE. Mcs TSL elRV40111 lca CAEI.E TELlVISICN POUER GOI'�ANY e(TIeAT4cE 4[OUIRlIf eERVICE MORANC! TR4V6FOR"ER EQUIIT'ERIT NTERSY6TEM MONONG TERMINAL AT GRADE LOW VOLTAGE COIF =71ONS PROVIDE 200 AMP, G0/240 VOLT, I PHASE 1 -4CU SERVICE GROUNDSECONDARY ELECTRICAL BERVICE. PRDNDE 3 CON'ECTED TO CONCRETE 2/0 COPPER (OU) N 2" VIA 60HEDULE E0 PVC �,ASED POOTER STEEL FOR CONDUIT OR PROVIDE 3 4/O ALU'INUT (AL) INELECTRICAL 2" VIA DOLE 80 PVC CONDUIT UNLE66 PROM610NO OF FBCR TTH EDITION [2020) SERVICE A PROVIDED BY THE ELECTRIC 6/:" VIA X • FT LONG COPPER COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. CLAD GROLIND ROD A N C N I T I C T E 6 G ero i In ,-. LONGWOOD, FL32750 PH: 407-77445078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 ti a SUDDIV. I : SILVERADO LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODEL.• "2045-LANTANA" GARAGE 511INO: RIGHT PAGE: ELECTRICAL PLAN 5 H EYP. ES 2 �T 01/26/21 E: SCALE: 1/4"=1'-0" E1 COND I I I I I I I I I I I I I I I I I H5 I I I I a H I I I N I I I L --J I v I I _ I I I I • I 9 VTR VTR 2 2- /� � I I* VT O I tr i I I KI jIR• O - ` it -� RE SINKtj �� i� W/AUTO I ---' " VENT I SHM 2' 0 r T I i 0 LAV. 3' I PFtE- WAS14ER PLUMB PT LT F — — — — --- L V. 5 VTR 3. --------- -- ,_8' II'-2. I I LAV. 2' Co I 4 19'-5' r I I 4'-I '-8' 12'-10' IR' I 3• TUB/ i TO SHM 2' MAIN a A PLUMBING RISER IP T d _--_-- n PLUMB L.T. I I I HB PLUMBING PLAN SCALE: 1/4' . I'-®' A R C N I T E C T 8 GrouSo 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwmbdeslgngroup.com AA N: 0003325 $m 4 ti �p 1 EIVHDIV. de LOT: SILVERADO LOT: 19 BLK: 14 PROJECT#f 03719.000-19141 MODEL: "2045-LANTANA" GARAGE 9WIIQG: RIGHT PAGE: PLUMBING PLAN 50 H A . ) HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQWREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL�y�LL,NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEVER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER F15C ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTN EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS $HALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS >TTIC CEILING 11 EXTERIOR WALL SECURE STRAP TO CONC, CONDENSER PLENUM 1 y AIR RETURN W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y STRAP(2) AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB '#8XI 1/44'' MTL SGRE� y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD 1 REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD a 12' FROM STRICTURE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS C« ERBUNIK SCORIATED NICKEL FIN. FLOOR G.O . PLUG PLI BRONZE FL. PL. OR WALL SEE SPEC. to 1'-8'XS' CONC. BRASS PLUG FN.GRADE OR PAVING FITTING OR EXTENSION TO SOIL R WASTE AS FITTING OR I REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 560M REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK lov- OPTI/SPEC N I IV FLOOR SLAB CLEAN -OUT (TYPN EXT. GROUND CLEAN -OUT (TYPN10 MECHANICAL PLAN SCALE. 1/4' . F-0' F07 AE6NITECTS Grous l 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.abdeslgngroup.00m AA #: 0003325 rn a 0 ti F SVHDm Be LOT SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL: "2045-LANTANA" GARAGE BWMC;: RIGHT PAGE: MECHANICAL PLAN ,,./M�H E PRINT 01/26/21 DATE: SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE A N C N I T ITT i cO1R8N MADPRE-FAB iRJ88 Ve resat a eoAr v cu m 1/2' CL& BOARD 4 � °TwiclurAL rode iereoi°caenr d NOTE: STUDS IN 5' DIA SLEEVE, MASONRY ArTAM o Design LA6F w PARTITIONS SUPPORTING DO NOT CUT � W Grou �„� I/2' DRYWALL WALL HUNG PLUMBING REBAR ewLxAen IIIIIALAW s ieo0 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL PIPE VRATWM STRIP LONGWOOD, FLS2750 CABINETS SHALL BE NOT LK ncLLDM ALL PH: 407-7748078 LESS THAN 2x4, WHERE BOND BEAM O NOT GUT p� aueronGAS ue AROLM Domm~.) FAK407-7744078 SPACED NOT MORE SOLID GROUT THE BOND "u V' ° TwArx eRAcxars www.abdealgngroup.com SECURE DT. 2X4 WOOD W/ (I)- "5 BEAM '�''O"F.tl"D. PAeTmHW TO AA#: 0003325 PLATE ro SLAB STUDS e24' THAN I6' O.C. OR NOT _ "'°'°° °"` WOOD JAM F M oALv. erE[L (2) COURSE REBARS PRooucr W/ Od MASONRY off• LESS THAN 2x6, WHERE NAIL s 32' O.G. SPACED NOT MORE MAX - -- APPROVAL RSQ WNTIOAL TRACK my MaD O°°R BY MALK ra OLroe � �� 110 TO Room THAN 24' OZ. TRACK •M R,PNOCUCT . BLAB APPROVAL RIQ FIN. FLR 2A PIPE THROUGH BOND BEAM 2e GAS UNE THRU BLOCx 3 GARAGE DOOR JAMBS QTYP. INT. WALL ( NON— BRG.) D1 SCALE: 3/4'.1'-O' D1 SCALE: 1 1/2'.r-V' pC �1— \lla1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERIGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSBE8 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER 0 c a FIBERGLASS SHINGLES A8 PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. WITH UNDERLAYMENT SWEET 8NI.SECURED PER SECURED PER AS PER FBCR 905,1.E ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE s FOOF SHEATHING THICKNESS A8 PER THICKNESS AS PER SHEET D ST"115ACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE S eRENGTH GLG, 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER BOARD REFERENCE ELEVATIONS o. ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PERIff FCM PRE-ENG TRUE° INSULATION CODE F F'IQE ' TRU98 THWALL 58 AS PER WALL SHEATHMCs STRUCTURAL DETAILS MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-v�UEB SHEET BNI. SECURE PER THICKNESS A8 PER I.-®. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER S 2x FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS 0,H. ELEVATIONS ON SHEET SNI. •� R-4.1 INSULATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I!1' s HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED SPECIFICATIONSAS PER TRRSS STRUCTURAL DET2x P.T. SECURED AILS PER 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AB PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24. O.G. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' cmCEMENT PLASTER APPLIED STRIPS a 24' O C. I/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I!1' THICK, 2 COAT I/2' GYP. WL. BD. CEMENT PLASTER APPLIED 1/2' GYP. IlL. BD. CEMENT POWLPLASTER . Cm DIRECTLY TO MASONRY WDOD BASE APPLED WOOD BABE DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _ . — 0'-0' FM. FLR 0'-0• FIN. FLR. _ 0'-0' FIN. FLR a a e' CMu 4 W/ 4� WINDOW OPENING TYR WALL SECTION 4 n W/ WINDOW OPENING n TYP. WALL SECTION H e `i " NO OPENING NOTE: NO OPENING PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN STJHDIV. de TAT: SILVERA 0O LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODELa "2045-LANTANA" GARAGE 81111ING: RIGHT PAGE: DETAILS 50 MPH (�11—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1—STORY GABLE BLOCK WALL , D1 SCALE: 3/4'•I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE. 3/4'.I'-0' SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE Iv, OR ASTM D 615I 11 NO ROLAPD DATE: 01/26/21 SCALE: 1/4"=1`-0" SHEET D1 IOPI. 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V VU' X V J-BOLT W/ 4' MR EMBEDMENT W/ 2* X 2' X VS' WASHER t NUT OR W/ 12) 1/2' X V ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 7' X 7' X V6' WAGER t NJT m m SECURE 2x4 FLAT TO ELK ® W/MASONRY NAIL& 2)(6 GARAGE DOOR BUCK SECURED W/ (6) V4' X V J-BOLT OR ANCHOR m BOLTS, W/ 4' MR EMBEDMENT, W/ 2' X 2' X I/!' WAGNER t NIT. (1) UTHN 6' OF TOP, (V WITHIN S' OF THE BTM, (3)EVENLY SPACED. IN m m m m NOTED. ALL ANCHOR& SHALL DE IN ACOOI®ANCE TO MANIPACTURER'S INSTALLATION INSTRUCTIONS WIIEIE guru RJSTIIIGTIOWD AR6 fw l ATNJfd.MT GARAGE DOOR i1BUCK ATTACHMENT 3 rr 2X4, SECURE TO BLOCK IW DAD' TAM" (MIN. SHANK 612E J45 MIN. READ SIZE 3" MIN. EMBEDMENT I V4') WITHIN V OF EACH END 4 W O.O. MAX SPACING. 2X4. 6ECURE TO BLOCK W/3A6' TAPCON6 (MIN. am" SIZE Job MIN. HEAD SIZE 300 MIK EMBEDMENT 1 V4.1 WITHIN V OF EACH END 4 W OG. MAX SPACING 2" 111111 SECURE TO BLOCK W/ 1/4' TAPCON6 (MIN. SHANK SIZE 145 MIN. HEAD 61ZE 300 MR EMBEDMENT I 114') WITHIN V OF EACH END 4 16' O.C. MAX SPACING 2X6. ® 2X6, ® 2X6. SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK2) 3AW TAPCONS WK2)1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE 145 SHAIC SIZE J45 MIN. MIN. HEAD SIZE 3" MIN. HEAD SIZE 300 HEAD SIZE 3" MIN. e' CMU MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') EMBEDMENT i V4') WITHIN V OP EACH END V CMu WITHIN V OF EACH END V cm WITHIN V OF EACH END bK4OR V7' DRYWALL t IS' 041 MAX SPACING / 16, Or- MAX SPACING t w OG. MAX SPACING 6' CMSE P.T.QJRE THRU FF 4' MM.RAf$ t I'X4' 2X& ® 7X& ® 14' DRYWALL V7X& 2' DRYWALL 1/2' DRYWALL EXTEND 1-1/4' INTO P.T. NAILER 6ECURE TO BLOCK D I'X4• SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK ❑ I'X4' BLOCK W/ 3/I6, WK2) 3A6' TAPCONS P.T. NAILER WK2) 3A6' TAPCON6 P.T. NAILER WK2) V4' TAPCON6 P.T. NAILER TAPCONS ppOR CASING MM. 6HANC SIZE .145 T/*' O.SB. X 4'MIN. (MIN. SHANK SIZE J4b DOOR CASING (MIN. SHANK SIZE .NS (MIN. SHANK SIZE Mb MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE -%M 1/16, CAB. X 4' MIN. MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 114') DOOR CASING MIN. EMBEDMENT 1 1/4•), MIN. EMBEDMENT 1 1/4') MM. EMBEDMENT I-V4' WITHIN 6' OF EACH END WITHIN 6' OF EACH END WITHIN S' OF EACH END DOOR CASMd, WITHIN S' OF EACH END DOOR JAMB OR WINDOW t B• O.C. MAX 1 IVOr- MAX t B' OG. MAX DOOR JAMB OR WINDOW t B' OG MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 7X PER :PAGING. DOOR JAMB OR WINDOW SPACING SPACING. MANUFACTURED DETAILS ATTACH TO 2X PER MANUFACTURES DETAILS ATTACH TO 2X PER ATTACH TO 2X PER MA14iACTU ES DETAILS. MANUFACTURES DETAILS. NOTE, SHIN AD NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A NOW TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. GNAW 61ZE .145 MIN. HEAD SIZE 3" MR EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 IV O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3A6' TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 S, cm WITHIN V OF EACH END 4 18' O.C. MAX SPACING. -2' DRYWALL 2X& ® ❑ I'X4' SECURE TO BLOOM P.T. NAILER WK2) 3A6' TAPC," DOOR CASING (MIN. SHAW SIZE J45 MR HEAD SIZE 900 MIN. EMBEDMENT I V49 WITHIN V OP EACH END 4 18' 01:. MAX B"'4'C DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, 6HM AD NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" /111INDOW TO BLOCK NOTE. SHIN AD NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" /�11IIND01► TO BLOCK +1 15/18" 2X4. SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MR HEAD 61ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH Elm t IS' OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE t 6ECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/I6' TAPCONS 3AW TAPCON MIN. 1414' (MIN. GNAW, SIZE .145 EMBEDMENT INTO BLOCK M51 HEAD SIZE JIM MIN. EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 6' cm t W O.C. MAX SPACING 1/2' DRYWALL 2X& cm SECURE TO BLOCK ❑ I'X4' UM) 3A6' TAPCON6 P.T. NAILER MIN. SHANK SIZE Job DOOR CAGMG MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN 6. OF EACH END 4 W O.C. MAX a"•CW' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1614') DOOR JAMB TO BLOCK +2 1/4" r1�O1F TO BIACK +2 1/4" NOTE. 6HM AD NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" O�m�nw 'rn nrnenc +� _ 2X4. m SECURE TO BLOCK W/ 3AV TAPCONS (MIN. SHANK SIZE .14D MIN NEAP SIZE 300 MIN EMBEDMENT I V49 UAT14IN V OF EACH END t 16' Or- MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2)(6, m ON OUTSIDE t 6ECURE0 6MRE TO BLOCK THROUGH NON-6TRUCTURAL WK2) 3AW TAPCONG 3116' TAPCON MIN. 1.1/4' (MK DRANK SIZE.14b EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 V41) WITHIN V OF EACH END S. cm t=,— t IV Or. MAX SPACING. 1/2' DRYWALL 2X& 1=1 I'X4' SECURE SECTO BLOCK P.T. NAILER WK2) 3/I6' TAPCONS MR SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 PIK EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL. WITHIN V OF EACH END MEMBER WK2A2d WITHIN V t B' OC, MAX OF EACH END N 6' TO 6. O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUPACTUREb DETAILS JAMB (00 NOT EXCEED V4') DOOR JAKB TO BLOCK +3" ®'�nnTR 'm nrncrc ems^ NOTE. SHIM 4S NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" `�DO1F TO BLOCK +3 7/18" 2X4. m SECURE TO BLOCK W/ I/4' TAPCON6 (MIN ON" SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END t 10' Or- MAX SPACING, 2X6, SECURE TO BLOCK WK2) 114' TAPCONG (MIN. 614AW SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN V OF EACH END t W O.C. MAX SPACING 2X& OW SECURE TO BLOCK WK2) I/4' TAPCOND (MIN. GNAW SIZE J45 MIN HEAD 612E JAM MIN. EMBEDMENT 1 1/4.) WITHIN V OP EACH END 4 W OJ:. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. I-V4' EMBEDMENT INTO BLOCK L-J V CMU 14'DRYWALL ❑ P.T. P.t. NAILER 1' P.T. X 4'MR i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAKB TO BLOCK +3 3/4" a IIRJD01/ TO BLOCK +3 3/4" A R C N I T E C T 8 Gm i �n Al N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA k: 0003325 W a Fs G Li A BU13DIV. Ae LOT: SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEU "2045-LANTANA" GARAGE 87PINM RIGHT PAGE: DETAILS 50 VkH E PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 29644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 27676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR $129/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 15353-R5 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239SSA THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS V-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR W31/2021 23956.4 THERMA-TRU EXT. DOORS 8%0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 30758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-118 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020FBCR 22/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 �A R C N I T R C T R 1 GDesign 1. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 aUDDIv me T.O. SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL "2045-LANTANA" OARAOE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH W. PREFOI•MEO CONTROL JOINT FLANGE OF CONTROL JOINTS Td DE OARED TIED TO LATH • S' O.C. MAX (VERTJ. NOTS, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W SSEC E CONT L JOIBE USED NT TEMP. DURING INSTALLATION FASTENERS TO BE SPACED—/ • �' O.C. MAX VERTICALLY / k THICK, 3 COAT CEMENT / \ / PLANTER UIRO LAYER 4, FORTFIDEIR / OUILOING PAPER APPROVED METAL LATH FASTENED -1' (VERTJ O.C. MAX AT SUPPORTS WILD LAYER -1, STUCCO WRAP WOOD SMATNMG ON /, IVAONE = LATH SHALL BE CONTINUOUS THROUGH JOINTS OUT BE 6TOPPED Art TIED AT EACH SIDE CI.63 PROVIDE LA MAXISLO6' G PER ASTM PLACED FLAT MAX TO •• FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE, L FASTENERS FOR LATH TO ISO NAILS CRm— r / STRUCTURAL STUD STAPLES IN COMPLIANCE UV A6TM CIN63 7. URE TIES TO BE (NO. IS) m0415' WILE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN 11 IIM ql IIIMIP�I I III lillglllli 77777 O�.--alzi-43wollal Ot rGLD N6Yp • Pr. A O L FOLD SYNIC • Pr. A ® L COWAN • Pr. e F�aAc OtPOW wat-AC,• ® tTOLD-.-A PT. A a. uaAlle • Pr. e ]. COWAN . Pr, e s aaa•Pcc icauE•Pr.e 4 TLA. Pr. C OAR Pr. TI.L • Pr. TOLICHIN ® eORQI FLANNIIe Tt eoTV14~� ~IIIATER T-. I41L FOLD. RQ bw CUT. 7• TOM 3 COAT CEMENT Nam, APPROVED BUILDING WRAP SWILL OR LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) N 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO Oe TAPED UNTH FORTINER SHEATHING TAPE 1' MN LAP . INSTAL LATH / \ LATH VERTICAL LAP TO OE 1' {... �. .. I 1 FETAL LATH WRN LAYM STUCCO ILRAP FORTFIBER BUILDING PAPE/ / I � — r JI NOgt ODE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETUEIEN SUPPORTS WITH 004l8-IN. (171-MM) WIRE AT INTERVALS NOT MORE THAN S' (27l-MM). AS PER ASTM CI063. ® KICKO UT I� PAR OF TEARS DETAIL IN® Re WLAYERS. TEA MAY BC PATCHED WA40USE WRAP TAPE - PER MA4F. SPEC OR PEEL N STICK WIN LAYER 4, FORrIFmEe BUILDING PAPER (Iw,us CKT) uRe Laren ti STUCCO WRAP( pt" C.LW L.M LATIRS Q 9"Ift RIAP oVIRA U�VAL110, F�JLpA/Re, STOP WNOL7i"[REIN'• COLY)Y) ( e. t FOAM a+ oRBeol• 016 WALL FLAOMM a ItION-OUR rL.e,Ns (Is � I OITAIU . \ on RNNeLR ROQFIO O FL�HIIIIIO AeOQ R:Q CRP ®OR, OAR.AP 3•. ua..u.,,EMIO N�ORQI FdlCIA YRAP ROOF "ATHMG PAPER STUCCO PLANCK 3 COAT CEMENT METAL LATH 00 LAYER Q, FORTFIOER BUILDING PAPER WPM LAYER R, STUCCO WRAP WOOD 6HEATHMG INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REOwRED TO SECURE PIPE/ WRE TO FRAMING WILD LAYER 7, FORTPbER BUILDING PAPER METAL LATH 6•x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' 6ELF-AIDFERMG MEMBRANE R.ASHING OVER APPROVED 4•x4' SELF -ADHERING MEMBRANE PLASNMM OVER APPROVED HOUSE URAP. 0.AKI6G TO EYT@lD ONTO PIPE 'A• COAT. DEAD OF SEALANT INSTALL APPROVED HOMUIIAP AIR INFILTRATION HARRIER OVER SHEATHING ELASTOMBRIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) CUT AND OVERLAP ONE SIDE OP- 6ELF-ADHERNG MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TS. _PIPE N.T.S. 6'xb' SELF -ADHERING MEMBRANE R.ASNMG (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4•x4• SELF-ADFERMG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. IYASk11NC• TO EMEND ONTO PIPE Ct�T� ` CUT AND OVERLAP ONE 610E OF STEP S2 FLASH HERINE G MMBRANE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO n WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A I B H I T I C T I 6 Design Group INNS. At N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407.174 6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 rn 4 aF 8L7HDIV. ac MAT SILVERADO LOT: 19 BLK: 14 PROJSCTM 03719.000-19141 MODEIA: "2045-LANTANA" GARAGE alQWOM: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIOE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 9. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 1 TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL �t JOINTS AND INTERSECTIONS , 1 - APPLY SEALANT ATOF BACKER ROD NON -MOVABLE FRAME AND SETUCCO ON ALL SIDES, V CAULKING a JOINT ALL AROUND PER SECTION R703.7 Ex aft lathing and pWaterin9 Exterior use of portland cement plaster BACKER ROD shall comply with the application -X requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. 00 LAYER -1, x� STUCCO WRAP i HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2. FORTIFIBER 15UILDNG PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WR8 LAYER o2, FORrIMBER BUILDING PAPER WOOD - C "TUCTION -METAL LATH e' CM VINYL CASING BEAD W RAISED BAND 7fr' TO)i' MID-1 Ili'EP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — - — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEA I HINCZ SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH (W SELF ADHESIVE OVER TOP t SIDES DRYER (SET IN -ANT) I °8 6B DRYER VENT (BLOCK) 15UILDNG PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECSJ BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T$. ELEC. METEF VERIFY LO NICER IV ICCC.CIVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRES LAYER el, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED t—�' WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) -----APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UIRS LAYER h, STUCCO WRAP WOOD SHEATHING Air,, qvnv Iri WOOD SHEATHING WIRE, LAYER'(, STUCCO WRAP WIRE, LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL (MEMBER • 1' OG. MAX 3v TON =-WALL wKs ar_„w ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK) IURB LAYER h, STUCCO WRAP 8' S WRB LAYER ol, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP 03 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN °, e e SECTION) GRADE 'D' ;, i METAL LATH FELT -PROVIDE SEALANT AT ALL <� JOINTS AND o 0 INTERSECTIONS STEP *5 STEP #& (g) ELECTRICAL RECEPTACLE A R C N I T E C T i 6 GroN i to i"I N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F V Ei 13DIV. & LOT SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODELe "2045-LANTAW GARAGE DWINO: RIGHT PAdE: WALL ASSEMBLY DETAILS 50 MPH E WOOD SH CONSTRUCTION V HAT CHANNEL TYPE W DRYWALL IF Y FWWOOD SHEATHING ` WRB LAYER M, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER M,_y STUCCO WRAP ,� AMIGO AI'tib-uauc-,6® CUSTOM CASING BEAD .WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED W SELF-ADHERENG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW \, LRB LAYER M, STUCCO WRAP ' WRB LAYER n, FORTIFIBER m BUILDING PAPER i 46' SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. SCALE: I I/2' • I'-®' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED N PANTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER ►2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 1p /4' POSITIVE DRAM jl�j'�// WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD GONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b-RIP EDGE INSTALLATION EXT. WOOD FR"r WALL 6UD•PLOOR DECKW P11E-111MV TRIM WEATHER 111E816TIVE BARRIER M WEATNER RESISTIVE BARRIER -2 J' IC 3 COAT CEMENT FETAL LATN WOOD SHE.ATHING— LCl .faA' IELlY! �E�RIELD (SHOWN FOR CLAR (CATION OF SEPARATE ACCE86ORE8 ONLY) I Yi GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — CRY WALL P T141M 3 COAT CEMENT VINYL CASING BEAD PLASTER vnm rramR ea -- --- — WATER PROOFING lot. LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL N STICK) SET IN FULL BED OF 6' PEEL N SEALANT, is' MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I )S'XI IY4 P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER NNYL CASING BEADCONTINUOUS— WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL N BARRIER M 6TICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER MI CANTILEVER 6' PEEL N STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP ®® 3IDGE ' XX 3' 26 GA GALV, METAL DRIP EDGE SET IN FULL BED OF I '•i P.T. OR 611"IULATE SEALANT,11• MN WOOD (TREX) FILLER SPACE FROM DRIP CONTINII01J6 FACE TO TREX Yi GAP FOR BACKEI—" ROD N SEALANT WATER PROOFING. lot FINISH LATER (7 LAYER LAYER (R PEEL N PEEL N STICK)STICKJ WRAPPED FROM 9/4 RESILIENT BALCONY DECK TO HAT CHANHffiL CANTILEVER I g J, Twim COAT CEMENT PLA,STER3 METAL LATH WOOD SHEATHING I W MXTWRED N Ptz�T�4' BARRIER'I FIN184 WEATHER RE k THICK 3 COAT BARRIER -2 PLASTER F081TIVE 1 is ee ormei vwYL ��_ns:eR w¢d _ —_ Y${YL.CLASING.15EAD NO GAP IN FIELD (OWOUN FOR CLARIFICATION OP SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION PLUMN SHEATHING FATHER RESISTIVE AR�RIER M =_ATTER RESISTIVE ARRIER 4 SAP. \ -EEL 4 STI(IC I Ya'0' •L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 09 X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,)i' MIN SPACE FROM DRIP FACE TO TREX r- Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN -COLUMN SHEATHING W SAF. I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )i• X 3. 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF SEALANT, A' MN SPACE FROM DRIP WATER PROOFING IN. LAYER (2 LAYER PEEL N STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN naeo •reeen LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (WZ"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER 2 1l1• CORNER BEAD FASTENED TO 6I4EATI4ING • ,' O.C. MAX. • C UR® LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER 14A CORNER HEAD ® FRAME k 2 I/2" k CORNER BEAD (FASTENER 4 SPACING to "I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WRB LAYER M, ?y STUCCO WRAP i r WOOD SHEATHING WRB LAYER 12, FORTIF15ER BUILDING PAPERS I WRB LAYER 01, METAL LATH ', ! STUCCO WRAP J' THICK 3 GOAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER WjBUILDING PAPER 6'SELF -ADHERING METAL LATH FLASHING 4 �THICK, 3 COAT CEMENT ' (EXPLODED (EXPLODED IEW FOR PLASTER DRIP CAP 'R CLARITY) WINDOW FLANGE WRB L ER M, STUGCr�WRAP i WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT ' i PLASTER 6'SELF-ADHERING FLASHING i DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) A R C N I T R C T f GrDeOWin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.00m AA R: 0003325 J h rq 2 F c� h OUHDIV. Ae LOT. SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEIi "2045-IJOTANA" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH PRINT 01/26/21 DATE: OCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING —� WRB LAYER '- STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER — METAL LATH ]' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING—� FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WIRE, LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATI METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i WRB LAYER 01, THICK, 3 COAT CEMENT p -STUCCO WRAP PLASTER = WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD ; METAL LATH I J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (P RAISED 17 A BAND ( FRAME) Sc )' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING STUCCO i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP \-- CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATNNG LEATHER RESISTIVE BARRIER wEArNER REel6rIVE BARRERI xREyVEAWAP 61DNG i \ HERNG Uri / / ' a FK-466WMSELF-�`BR s ,.\ i REGOTIV E 6TARTER 6TRIP / \\ \\ BARRIER �816TIVE - BARRIER OleI � � �' U1 APHERM \ FLASWS \ GALVD METAL GALVO METAL Z' FLA6HNG 2'FLA6HNG I V..• x a• A— Anon WO TRIM MEMBER / 1 ' X 6' SIMULATED I TIQIM R / GA- W/CAULKM OR APPROVED 6EALANT CASNQ \` SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1 �7 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) � TRUCTION WOOD "Alums — WEATHER REa6TIVE BARRIER � DRWiabnvE ER ur Rive LA 61DING / I a 1 6LNGADHaRNG \ &TARTER STRIP / \� IW"6TRI6M hIEMBER 6' MIN OF 'z' E-z eEm vNn. CA6IHIG l A'eKCR Ro°LDE Fve �\ % FMILHERINS LASSHIING ' TNIdC ! COAT �1 ' T PLASTER LEATHER RESISTIVE BARRIER'1 LEATHER RE616TIVE BARRIER 4 SIDING TO STUCCO-WEBTHERRMSTIVE ® FRAME TO FRAME 19 TRANSITION FLA�6NI�riGmNERING LEATHER RESISTIVE BARRIER N TO LAP \ 6' MN. ABOVE TOP OF W FLASNNG LEATHER RESISTIVE BARRIER , WEATHER R 16TIVE BARRIER-W 6' SATED TRIM MEMBER WEATHER RE616TIVE DARNER M E-z BEm VNrL cA I R ROO E PVC BACK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINL 2X FRAMING MEMBER SEALANT WINDOW FRAME x—x—x—x 0 THICK, 3 COAT CEMENT PLASTER METAL LATH a WRB LAYER "2, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER V SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW /--METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING IIXA WRB LAYER "I, STUCCO WRAP (P' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%, FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP 6A)EZ BEAD WINDOW CASING A R C N I T L C T I 6 Gro�upn j LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 J 04 0 d aU13DIV ae LOT: SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODMIA °2045—LANTANA° 0AP-hGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EX. TEMPO FOLDA CUT HOUS@Y��AP HOUSE TUDL P AT 16' A AX AL TEA MODIFIED 11, CUT - T, IN N NOUN ~ LINE OF WWOpW OPENING I FOLD N AT APFIWDVED HOUSEIUWAP OVER SHEATHING OVER uo eTw WALL elar STEP 1 INSTALL 6'- SELF-ADHERING FLA MYa OVER NAILING FLANGE JArM P EaL PLASHING nN I' BELOIW \7/\ FEX LIBLE PLFL AMN6IG DO NOT SEAL BOTTOM ` FIN STEP 6 INSTALL 6'- SEIP-ADN@IMG MAGNM OVER VINYL HEAD FLAMING (WWTN I CAM NNLNG FLANGE SELF-ADHER90 FLASHING 1' nIN BEYOND JAM R.ADHNG INSTALL VINYL c CAP ALIGN FLASHING WV NT. EDGE OF SILL RO. MECHANICALLY FASTEN FAMED loom Mw NAILS, STAPLES) INSTALL WIONT HLE)XPLW AS TH PLASHNG AT THE FOLD HOUSELLRAP DOWN 4 TAPE DIAGONAL CUT ACR066 IEAD OF uE+Dau 01194 AND LEAD PPLY TO BACK, 610010 NAILINS LANCE N LINE WV NE-R6CHED CLE6 OR 0L076. INSTALL 6' WDS ADHEMVC " BALKED FLEXIBLE lLASHNNG MATERIAL OVER MP CAP JOINT (PRDKBCTO-URA BT4OXL a EOUN) STEP 7 "`6Z� STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 APPLY 061 HW (O EQUAL)SEALANT WROOW'em JOINT. FLUID APPLIED FLASHNG(LANCO UINITE-SEAL IBC -SS OR EOUAU BLOM SILL TO EX I. IT 16 THE CONTACTORS RE6PONSIBILTY TO VERFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDNG HOU/IE~ SEALANTS A SELF-ADNEMI6 K ASINNM MATERIALS USED DURING CONSTNCTION. 2. INSTALL ALL MATERIALS PER MANrACTURERS SMITTEN 5MC14CATIOND SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLEL CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT UA7RIC MI-AIR SCHEME SHOWN SHALL ESE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT SUM tt IT 16 THE CONTACTORS RE F"WISILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS A SELF-ADNERSG R.AGWI G MATERIALS USED OUPM45 CONSTRCTIOTL 2. FLASHING AT EXTERIOR WBOOIIB AND DOOR OPBLFYA SMALL BE INSTALLED N ACCORDANCE WITH MANPACTURS Y INSTALLATION NSTRCTIONS AND APPROVED METHOD U OF FBC RIBDIJ U N ACCORDANCE WETW FRESTRATION MANIFACTAIR'S INSTALLATION AND FLAIIHM IHMTRCTIONS. I MSSbYB. SEALANTS MAY REACT ADVERSELY M NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) 1J SCALE. A t C N I T E C T $ Design Grou .! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgn9roup.com AA IS: 0003325 b h o� U ro O 6: x FIVHDM Ae LOT SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL: "2045-LANTANA" GARAGE FITTING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH E i 1/8' TEXTURED FINISH • WOOD, / ---- --- --- ----. ..-- .. ...- -* -- -' 2X6 SUB-BAN� I/2' TEXTURED FINISH cru x ... I- W/I'x4' NOTCH a METAL LATH x x x x x x x x r----------------- --- / END, WRAPPED IN PEEL t STICK METAL PASCIA WRAP WOOD SHEATHING x x x x x x I OR cm WRB LAYER 7, x x x x x x I I DRIP EDGE 1\ 1\ STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x 4 ----- \ = WRB LAYER n, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x ' 1/8' TEXTURED I \\ FINISH a WOOD \ 2xe aue BAND ---- � (FRAME ONLY) cFENT x x x x x x x x x x x x x x x x x x x x x x x x .. FRAME OR CMU FELT PAPER 1 1/8 1/2' TEXTURED \ \ FINISH a CMU / \ x x x x x x x x x x \ / \ DRIP EDGE x x x x x x x x x x DRIP EDGE \ \ \� i! AllMETAL FASCIA WRAP Ya' FROM \\ \\ ©�L �� METAL KICK OUT x x x x x x x x x x X x x (REFERENCE POINT ONLY. FOR WALL OFF �... STUCCO, I' FROM <� WOOD WALL \ \ - SET OF COMPONENTS) -- -: EXTERIOR WALL (FRAME OR CMU) \ \\ = METAL FLASHING, WRAPPED MIN.Y4' ABOVE BOTTOM OF `� —_ a ✓ " \ y DRIP EDGE \\ NOT : NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY WA0 'x4' NOTCH a END, WRAPPED IN lox\ ROOF DECK (BEYOND) PEEL 4 STICK \\`\DRIP EDGE, I' OFF WALL *ROOF CEMENT a XNOT INTO STUCCO) EDGE OMIITTED FOR \� I �1/8' TEXTURED FINISH a CLARITY /WOOD, I/2' TEXTURED SUB BAND DETAIL 0) WALL FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK ®ELEV>4TION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND Wl%'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A N C 8 1 T 3 C T 3 Grou I In 1441 N. RONALU REAGAN 6LVU. LONGWOOD, FL32750 PH: 407.774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 8 0 F a SILVERADO LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODELa "2045-UNTANA" GARAGE 8TIING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP 40'-0" 0'- " r� TOP OF SLAB Y ( F2-24X24 F2-24X24 {� FM-16X18 1 Sri oil Y!r 4" CONC. ii ILL y, SLAB �r �i 1 I ii/ 1.1 -3 1/2$ ,! r I it mI o r---FM-BX18—. ------- it it fO T-0" 4'-4" 9'-2" 4" PVC I e ;/�/r CHASE r! I I c I rr 1 o ii 1.1 is ! , !r I ,r ,r i TOP OF ire 3'-3" SLAB f�� TE-1 2 U ? Y r! O a M i fr w o R'i ! I 3 1/2 u, fl , I X II 1" PVC CHASE i i L `O —I FOR ELEC. Q �lrr 7,-1 I ISLAND 12 j r <V r !!! i I Q rc fill I p c ! � 9•-01. r' r� r! r! r b; .I I 4 EXTEND r �r I SLAB 1 1/2" R FI iv TE- J — — TE_1J " 8 I "2•4" L 4'-10" IL4w 5'4" I I • I FI-3 1/2' I ;o I EXTEND �I N I FM-16X18 SLAB 1 1/2" � I N I CONC. w E , 14SLAB awl I a) 4,_6„ I -3 112 y iv ip Lu o a N 1.1 X 2I1.1 I TEA I U ILL ' I -5 1/2"$ FM-16X18 — — J I FMC-16X18 FM-16X18 FMC-16X18 _ — _ 8'-8" I, 4'-4" 2W' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.CIINDICATES #5 BAR, EIINDICATES #6 BAR,�NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602.16, USING: Prn = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND ® S'xS' MASONRY COLUMN W7 (2) sS'S ARE DESIGNED TO BE MACED N CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN t1V 05 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 31/2" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOMREINR TOP REINF. T.O.F. SHORT LONG FM-16x16 16" CONTINUOUS 18" - (2) #5's - (+)0'-0" FMC-16x18 16" CONTINUOUS 18" - s #51N CURB VARIES F-24x24 24" 24" 12" O s s TEA 8" SEE PLAN 8" -77ffs #51N CURB F1.30X30 30" 30" 12' (3)#5'S s Fi-42X42 42" 1.. 12" (3)#VS F2-24X24 24" 24" 12" (2) #5'S # s FOUNDATION PLAN SCALE: 1/4" = V-0" A R C N I T I C T I GrDm 'pn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 N a F OU13DIV. de WTI SILVERADO LOT: 19 BLK: 14 PROJECT* 03719.000-19141 MODEU "2045-LANTANA" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN L50 MPH E 30" MIN. EACH WAY c MONOLITHIC FOOTING Z . °v g STEEL REINFORCING IN GROUTED E ^ STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND Q 80- CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS > o a. z SPACING REQUIREMENTS LLj m(W . % J < FM .o f N Z 8" CMU WALL O 8" CMU WALL . CORNER BARS, SAME SIZE AS LARGER BAR O to IN FOUNDATION WITH 30" LEG EACH o•� +- 0'-0" `� +- 0-0" . $ WAY AT ALL CHANGES IN DIRECTIONS ° - TOP OF SLAB � ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS °I EXT. PORCH SLABVAN SEE SLAB SCHEDULE~ BAR SIZE 48 BAR DIA. " CHAMFER (1-STORY) • PORCH - V IES SEE SLAB SCHEDULE TOP OF GARAGE ° ILL° ,ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2" ISOLATION (WHERE " CHAMFER (2-STORY) #3 18" #q yq" SLAB W/ 1/2" ISOLATION W/ I 4"CHAMFER (1-STORY)JOINT ' 6" CHAMFER (2-STORY)APPLICABLE) iE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z - ° • • EE SCHEDULEWxD, ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE qS 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY - AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" iv � EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:3/4"=V-0" @GARAGE SCALE:3/4"=V-0" BARS DETAIL (D_CORNER SCALE: 314"=V-a' GARAGE DOOR LAP TOP PLATE A MIN. OF 48"RECESS dw2u AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT rn 9 LA TO OCCUR OVER STUD OF WALL W/ PLAN Lu W Lu U 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING u u1 W I o a WALL W/ SYP No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ CURB FOR MASONRY O as NEW REINF, BAR SECURED W! 2- PART SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH UNITS SET 7:0„ AT ELEV' 2" CAPPED a 5 I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC GALVANIZED PIPE 8", LINO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Qa O FOLLOW ALL MANF. BTM AND TOP PLATE 2 enK SPECIFICATIONS FOR ANCHORS W/ 10d x 1 112" o = USE AND COMMON NAILS FILL ALL PREPARATION OF HOLE. HOLES, DO NOT USE 10d w 0: x 3" w SEE SLAB SCHEDULE SECURE FLANGE TO W RECESS AROUND GARAGE B)1/4 X21/4" .QO �� DOOR OPENING TAPCONSLAB TOP OF SLAB .. 4"CHAMFER (1-STORY) °`- 6" CHAMFER (2-STORY) •: :�. LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. FOR WxD, BAR SIZE LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING FOUNDATION WALLW/SYP No2STUDSSEE SCALE: 3/4"=1'-0" MONOLITHIC PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO W UPLIFT IS PRESENT. LA TOP PLATE A MIN. OF 48" SEE SLAB SCHEDULE AND NAIL W/ 16d COMMON < NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND TOP OF SLAB SPACING REQUIREMENTS ~ �� - P 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z •�,_ , n WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/1 Id MASONRY NAIL 0- 4 • a ° PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. < W ADDITIONAL METAL m U EQ. EQ. EE SCHEDULE CONNECTORS NOT co- FOR WXD, BAR SIZE REQUIRED WHEN NO Vi O 8" CMU WALL AND BAR QUANTITY UPLIFT IS PRESENT. M� +-0,-0. POURED LINTEL CONT. (TYP.) INTERIOR CURB FOUNDATION WOOD WALL 8"CMU FILLED CELL(TYP.) '•'° _ _ TOP OF SLAB I° 8 5°ALE: 3/""=,'-0•' (NO UPLIFT) SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0' SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB Z a MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX y ` _ POURED MONOLITHICALLY WITH • — — — FOUNDATION AND SLAB B' VARIES B' SEE SCHEDULE T„j, SEE SCHEDULE 3' FOR WxD, BAR SIZE J FOR WxD, BAR SIZE 3. c AND BAR QUANTITY X AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO d C (NO ) UPLIFT 0 FOOTING AND COL. PAD �� BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 1 I SCALE: 3/4"=1'-0" IilYscoer. Y� mL SHOWER RECESS FOOTER 12 SCALE: V=V-0" A N C N I T! C T 8 6 Gm i In 41 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.eom AA #: 0003325 yk h Chi O yh R aysDly at LOT, SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL' "2045-LANTANA° GARAGE 8TRIJG: RIGHT PAGE: DETAILS 50 MPH EXP A E 0 N I T E C T• Gr e I �n 41 N. RONALD REAGAN BU LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SL78DIV. de Los SILVERADO LOT: 19 BLK: 14 PROJECTµ 03719.000-19141 MODELS "2045-LANTANA" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 50 MPH EXP DOWEL PLAN SCALE: 114" = 9-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK g GROUTED BOND BEAM 17 - VARIES PER ELEV. i lV 5 5 O p ¢ Ia° ° #5 BARS Q m E I m v 10" HOOK b 8" g a a �? a o CLEAN OUT REQUIRED o� m FOR INSPECTION °O m O • a y a I M 0'-0"FIN. FLR + O -� TIE ERTICAL RE BAR 1 TOHORIZONTAL TO R HORIZONTAL HOOK a1 a R BAR SIZE 48 BAR DIA. ZX O M" #3 18" 24 #s 3 CMU UNIT DIMENSIONS ARE NOMINAL SIZES BAR SIZE 488AR DIA. OFFSET METHOD CONTINUOUS181, HORIZONTALNERTICAL #6 36" #7 42" HORIZONTALNERTICAL METHOD 4 24" #5 30" g/ MASONRY SYMBOLS `,r, 3 SCALE: 3/4"=V-0" �� REINFORCING #7 4Z•" 0__T2�1nORCING 8"x8" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 © 5o DOWEL IN FOUNDATION. DOUBLE FILLED CELL 4 SCALE: 3/4"=i'-0" Grousi �nQ 41 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 y� C a aUBDIV. Se LOT SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL "2045-LANTANA" GARAGE SUING: RIGHT PAGE: DETAILS 50 MPH EXP GENERAL NOTES CODES 1.1 FLORIDABULDINGGODE7N EDRION. 2020 RE810ENTIAL SECTIONS R402.24 R806. 1.2 FLO{IIDA BUILDNOMIRE TN TS FOR, EIN ORCEDC, CONCRETE (MCI 12 A 2107. 1.4 BUROINGCODEREWIREMENFSFOR RENFORCTKINFORETE(ARYSTR I.1 (TMS4NO CODE REOUIREMENT8ANp SPECIFICATION FOR MASONRY STRIICTURE3 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 2S DAYS: 2.1.1 PRECAST WMTANDPRD REINFORCEMENTi000 PSI MN. 2.12 PRE -CAST WNRESTRESS REINFORCEMEAIT41000 PSI 2.1.3 GROUT PER ASTM C476-=I PSI WI MAX. 3I8' AGGREGATE, V TO I I'SLIMP. 2.2 REBFORCINO BARB: 22.1 STEEL PLACED N PRECAST LNTEL AT TIME OF FABRICATION ASTM A6I5IA616M (GRADE W) 122 STEEL N UWE AND KNOCKOUT BLOCK (PLACED N FIELD) ASTM AB131ASISM (fMApE 46). Z3 PRESTRESS STRANDS ASTM MI6 T-WIRE. STRESS RELIEVED T!0 KSI 2A DETAILREINFORCEMENTNACCORDANCEWRHAC131814. 25 CONCRETINGOPERATONSSHALLCOMPL.YWIRIACISTANDARDS. 26 N.6WIREPERASTMM1 AIWM 3)MASONRY: 3.1 CONCRETE MASONRY LNRS (CMU) SHALL CONFORM TO ASTM C-W. NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O Sl. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE 'W ORW 3.3 FULL MORTAR JONi3 ARE REWNED 3A MINIMUM AGGREGATE 2S-0AY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL HOT W LESS THAN FM --I PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE SINK STRENGTH METHOD' OR, ALTERNATIVELY, BY THE PRISM TEST METHOU YAIEPE USM REOUIREMENTS WIVE NOT BEEN MET. 4)STRUCTLIRAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS W A BEARING OF W(WITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R666.8.3 OR FLORIDA BUILDNG CODE 7TH EDITION, M0 BUILDING, SECTION 21M.1 4.2 SAFELOADVALUESBASEDONRATONALDEBIGNANALYSISPERAC131814ANDTW402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEARAT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 04 FOR LINTEL LENGTH AT 6-B'OR GREATER, VERTICAL CELL FILLED SOLID WITH G AND MINIMUM ONE (1) M6 VERTICAL REBAR M REWIRED AT EACH END OF THE LNTEL. 46 LINTELSINATAREGREATERTHANI 4)'CLEARSPANMUBTBEPROVIDEDTEMPORARY SUPPORT, NOT W REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) IDd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (B) 10d x 1 i/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 101 x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELSARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL RAVE 4" NOMINAL BEARING (C). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Z, MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177'' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0? 0Y, FINISH FLOOR, UNLESS NOTED OTHERWISE. LIFT BEAM PLAN SCALE: 1/4" = V-0" HEADER SCHEDULE MARK 812E 6 DESCRIPTION REMARK 10 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (ps) WI,�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID�E.BB1 MASONRY 3060 8"X8" (1)ik5GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS 8"x8" RECESS DOOR GRAVITY & UPLIFT SAFE LOADS DOOR HEADE ®®®®®®® ®®®®�® lM LOADSGRAVITY & UPLIFT SAFE 8"X16" RECESS ��' LOADS BOO . ®®®®®®® i®® ®ommmmo ®. om �R3i��mt�mm•® R�iRE'iRY'iR��RI»RIr:r7mR�R mt3�m��mt�mm•® O�t�R�R��mOm R�,i�R+��R��mm®R� R�RR®RE'7RR�RII�O©R�RI� A R C N IT R C T• 6 Groin 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX: 407-774,4078 www.abdeslgngroup.com AA #: 0003326 a^ o� iUp R ti a is ounDiv. de LOT: SILVERADO LOT: 19 BLK: 14 PP90JECT#y 03719.000-19141 MODEL4 "2045-LANTANAR GARAGE 8WING: RIGHT PAGE: LIFT BEAM PLAN 50 MPH E . NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"xW m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. \' PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL �OF�\ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM REINFORCINGFOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF HLINTEL. a: 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK Q F�f. 8x16 DBL. BOND TOP OF p05' 9?z BEAM W/ (1)#5 BAR BOND BEAM $ EACH COURSE •\Q G 8x8 BOND BEAM TOP OF • W/(1)#5 BARBOND BEAM 30" TYPICAL �Op�G�\� F = FILLED W/ GROUT OP I .�\a0 U = UNFILLED GROUT SOLID FROM NAPE .p1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 �/c t: CONCRETE 16-1 T/ 1 B �GQ LINTEL Wl� #5 BAR PQ�y�F HEIGHT TOP LENGTH OF BAR = WIDTH OF MASONRY CORNER 0" OPENING - 2" IT IS THIS ETHATXFXXNGT/iM/OBINDICATESADOUBLEBONDBINEEWS INTENT OMDBEAMCOURSE 2 BEAM DESIGNATION #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE OREINFORCING OF BOND BEAM AND XFXX - IT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER SCALE: 3/4"=l'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED Is LINTEL OF OPENING AND XUXX - 1T/OM108 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) "/16 SINGLE BOND BEAM TAPCON OR DRIVE PINI AT HIGHER ELEVATION SHANK SIZE.145 MIN H WINDOW SIZE .300 MIN EMBEDM SINGLE BOND BEAM 1/4") 8" FROM EACH EN AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4 EMBEDMENT #5 BAR BENT AS SHOWN „3 2x6 (MIN 2 X 3) 23/16 T PRE-CAST 19" OR DRIVE PIN (MIN SHA WINDOW SIZE.145 MIN HEAD SIZ SILL MIN EMBEDMENT i V4"SLOPE FROM EACH END AND 7p. O.C. MAX. MIN 1-1/4" 'L m EMBEDMENT R 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116" UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM WI OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3!4"=1'-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. I > I SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 I) I (I � 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1' 0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 314"-1'-0" rA RC Ii IT IC T1 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J F y r, sF 9 stmDm to LOT: SILVERADO LOT: 19 BLK: 14 PROJECT, 03719.000-19141 MODEL: "2045-LANTANA" GARAGE OWING: RIGHT PAGE: DETAILS 50 MPH E . FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) AH13T 16d COMMON NAILS g SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A U C� U (2) PLY 2X12 WD. BM. 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS U U W W W W W U U U FRAMING PLAN SCALE: 1/4" = V-0" A It O N IT E C T! 6 Grown LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003325 J a 114 �e cy3 4 BVHDIV. & LOT: SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODEL" "2045-LANTANA" GARAGE 9TIING: RIGHT PAGE: FRAMING PLAN 50 MPH E . pxinrz" 01/26/21 DATE: SCALE: 1/4"=1'-O" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETAi6 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ 3QAL : 4' GIRDER CONNECTOR(S) SERffB BACIGR BLOCK 11YGBiE89 4500 3/4" WOOD PANELS 6000 (2) 1/2' WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2". 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. X.—A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDE k x 2 }" TO GIRDER B{I) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}' x 5" TITEN HO TO CMU AND (18) SOS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) ) x 5"IITEN HD TO CMU AND (18) SDS }'x 3' GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF `a `b `c GIRDER CONNECTOR(S) '=1 # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 3/4" B 2X4 No.2 SYP DIALRACE W/ (3)12d � EA. BLOCKING EN T & G SUBFLOOR GLUED AND . TRUSSES WHERE SCREWED AS PER SCHEDULE BX-BRACING IS PRESENT AT TRUSS (DIAG. BRACE TO BACNERBLOCI( COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SHIES THORM 0'-0" TO 30'-0" (1) W BRACE SEAMS) LSTA12 20 GAUGE 4600 3/4" WOOD PANELS 30'-1" TO 6U-0 (3) "X" BRACE SECURE 2x8 PT. PLATE W/ 10dx"2 HOG COMMON NAILS. EACH END TOTAL OF 10 6000 (2) 1/2" WOOD PANELS (1) "X" BRACE DI CENTER TO BLK W/ BOLT DIA. (� (2)'9(" BRACE DIVIDED EQUALLY 60 (2) 1/2" WOOD PANELS FROM CENTER TO END. ANCHOR BOLT W/ 2" 90 2x LUMBER 6'-0" MAX (W/1 X4) WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" le SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. LVUIJOIST WITH m�/s PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BLOCK 1x4 DIAGONAL P.T. PLATE W/ 12d's 8" PRE-ENG I -JOIST BTM. CHORD STIFFBACK (AS PER O.C. MAX 6/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD yy PLAN FOR LOCATION EACH SECURE I -JOIST TO TOP PLATE N J F- REQUIRED MAY NOT E T2) 10d's0 BE INSTALLED (� SS w/ (2) 12d TOENAILS r, a 10'-0" O.C. MAX. DOUBLE TOP PLATE BTM. CHORD OF WOOD ROOF TRUSSES HTT4 W/ 518" A.B. WITH x4 OR 2x6 WOOD BEARING SEE SCHEDULE FOR 2 MIN. T' EMBEDMENT BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE TO SLAB & (18)16d x PLANS FOR SPACING. SINGLE 2-1/2" NAILS TO POST., T' BTM. PLATE TO BE PT. POST TO SIT DIRECTLY �;( PROVIDE DBL. TOP PLATE ON SLAB � I j I PROVIDE BLOCKING 1/2" GYP. WL. BO. 4 I -JOIST CONNECTION L.B.W. 6CALE:3/4"=l'-0" (NO UPLIFT) d .1 DEPTH 1/4'D Lu —HOLE EDGE >518" —HOLE DIAMETER < 2/5°D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" Wmp IRE .NM mm LE EDGE >5/8" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" HOLE DIAMETER MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. < 3/5'D DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-0" ix4 BTM. CHORD BRACING 6-0" O/C —/ SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ /L INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE T CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 5 1/2" MIN. EMBED. (TYP) EF 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE HEA PLACED INTO GROUTED CELLS, WALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. S. IN LIEU OF HILT] PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACNG CENIRALSPACNG A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C I I O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=V-9' 0�� BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3(4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 811 ALTERNATE MATERIALS SCALE: 3/4"=V-9' A A C N I T! C T 8 G n WOI41 N. RONALD R EAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003326 BVHDIV. de LOT.• SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 MODELa "2045-LANTANA" GARAGE OWMG: RIGHT PAGE: DETAILS 50 MPH FLOOR DECK IAIA El 2x6 PT TERMINATION 7PER 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3M 6" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3l4"=V-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS WI 10d x 1 GIRDER TRUSS 1/2"HOG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'40" DEL PT 2X6 RUSSES W/ 10d G 3EO BETWEEN PLY INTO LEDGER STAGGERED AND 10dLY@I3" O 2x6 BELOW 8"CMU WALL REINF PER PLAN PER LEVATIO 0 o= UU Q ELEVATION 0_ 1X2 FIRE -STOP 1/4 NI 1Y #8 WOOD SCREWS 'I'IINI' x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS III �14„ NAILING xIAIPIFATTE' RN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_LEDGER S EE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CGNT. W/ (4)16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING (� EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING CT OP 2X4 SUPPORTS BT. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 20 BRACE @ 48" O.C. wl (5)12d 1.1.1 MIN. FROM 2ND. FLR. FLOOR DECK 'µ NAILS @ EA. END LINE 2x6 CGNT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ GE. EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX @ BT. OF FLOOR TRUSS (BT. 2X61S FOR WALL REIGNF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING \ SHEATHING NAILER -" END W/ MIN 5-1/2" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PERELEVATION FLOOR DEC III �/4„ PER ELEVATION PER ELEVATION jIIh 0 z -�IIIIIF11 NAILING PATTERN EER ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) MASONRY NAILS @ 12 D.D. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL I F FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. EVERY TRUSS (VERIFY IX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/TRUSS PLAN) AT TRUSSES PARALLEL 32" G.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR 5 SCALE: 314"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 7 O SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHEO. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING VERIFY NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE PSUM BOARD OR 1/2" HIGH W/ 1/2" DIA, ANCHOR BOLT W/ 2" A- SIMPSON MTS12 GTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d E TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN, GALV. NAILS. ENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 E TOP PLATE r2x4 SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x6 WOOD BEARING CONNECTION W/SYP No 2 STUDS SEE FL#17239 FOR SPACING. SINGLE CONC.POURED LATE TO BE PT. LINTEL COURSE DE DBL. TOP PLATE IDE BLOCKING .a. SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS WI 1Od x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10d 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ I U-0"O.C. MAX. x3'• EPDXY 5-1/2" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. CALE: 34'=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 00 SCALE; 3/4"=1'-0" a < TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. -• E. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Od GALV. NAILS. C - 2-PLYSIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8" A.T.R, TO HOU4 AND (10)1/4" X 2 1/2" SOS TO POST TRUSS CONNECTION @ L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4"=V-0" A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA, x 6" EXP, BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 6 (26)16d x 2-1/2" NAILS TO POST. Group 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 A SUODty ag LAT: SILVERADO LOT: 19 BLK: 14 PROJECT�y 03719.000-19141 MODELe "2045-LANTANA" GARAGE OWING: RIGHT PAGE: DETAILS 50 MPH FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1 (32116). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS@4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 318" 0.113 170,000 ING 16-20 RINGS F1667 RSRS-01 SCREW SHANK ER INCH) 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMFM SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2B, 2n, 2r: Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES ,. �1 Qom_Q ZN w �w z $O z K N v ULL N � Y wC ❑ C ti 1 N TYP. EXT. SHEATHING ATTACHMENT .. GABLE -END HIP ROOF RAFTER OR TRUSS ROOF SHEATHING 2 ti 0 0 3 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 1611O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING Q 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C#8 2" DECK SCREWS @ 6%8" O.C. MAX Q EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER IGTKN S. TYPE SPACING REMAAIS APIKATION SIZE I TYPE I IRENMiM3 t#PTFUPFNtlGTO DASENARDENEDCOIL 9O� GAPAGEDOORBUCK 1I4•DW. TAPCONMA90NRY G"aC Il-EMBED., 4' END DIST., MA90NRYIGONG. NAIL IO"LONG. TO MASONRYICONC. NO WASHER FASTENER 1-EDGEDIST. 9G0, Al. EXT, DOOPS CASE HARDENED COl a C,O WINOOIlNOO1L FASTENED GARAGE GOORB 1Yf ON.WI EXPANSION BOLT G4.O/C 4• EM9E0., 4• END MT., PT,9EENOTE3 11?LONG. 9T AGGERED AIASON-CONC. 90NRYICONC. WASHER SEDGE DST. wMDOW&IDK CASE HARDENED COIL a'OIC WNDOWIDOON FASTENED METAL BTHAP To CONTACT THIS ENGINEER FOR SPACING 1N PT, SEE NOTES NAILF IR'LONG. STAGGERED INTO MAAONtY-0 MASONRY I CONC. REQUIREMENTS EXT. SWING DOOR SVCX 3a FT, SEE NOTES 11L199'A WASHER TAPCON FASTNER 18 Orc t— EA@ED. WEND. DST., I -EDGE DIET. NON BEARING WOOD WKLTO CONC.SVB tM FJIPANSgN 24,E 4"EMBED.I•EtW WI WASHER BOLT DST.,S EDGE DST. h PT WINDOW BUG% 0.1SS•PAFx]1B' SOIC 4" END, DIST., 1117' PT T09TEEL COL., SEE WI WASHER STAGGERED EDGE 0I.. NOTE B NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVYDUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS'MOE OR WIDER AS THE DOOR OR WfNOOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1A MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020 781 EDITION ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE TMS 402/6 2-16 AISI SPECIFICATION FOR THE DESIGN OF U 0 COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTOASTMC3113W MAXIMUM AGGREGATE SIZE SHALL BE 3I4•, PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 311 PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUNO INDICATED YLE WHERE NDIC TIED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,•RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS, . S EDG RS BLOCKING CRIPPLERS SILLS ETC. SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - - 1100 PSI AND A MODULUS OF ELASTICITY - 1 400 ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL AL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THANIA" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL. PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Z UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH SHALL BE ASTM Al 064/A1064M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2• CHAIRS SPACED 3'-0. OC, EACH WAY. TODESIGNED TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR C REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF DOW AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE F OUND REBAR T 1 15 4 A REBAR SHALL BE AS M AB M GRADE O IN CONCRETE DEFORMED B SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. RA GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE OR STDPL DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LINE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 PST TOP CHORD-non-wnarrent REVIEW. TM. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -non<onc enl 05 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 Psf W/ ASPHALT SHINGLES) (10 Psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 Psi BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 020) EXPOSURE B, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10p9/, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40pst, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: 50pst, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30Paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 41. PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL HOT EXCEED 90 M9NUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/Z FOR AS AND SMALLER 2" FOR MI AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER SIC FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR W MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 kSl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 IFIL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7A6 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 101 A R C N I T R C T R Grog Degin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www,abdesigngroup.com L AA #: 0003326 9R1111 anon. avHDIV. Ae LOT: SILVERADO LOT: 19 BLK: 14 PROJECT# 03719.000-19141 1[ODEL "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH rJr�� 1 I It