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Home My WebLink About7773 Broad Pointe Dr99 99 I� 05 4 03EKB -KEYSTONE ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES gev1s ' 10ATs CITY OF ZEPHY H L PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 T4s1: (813) 740-9720 Fax: (813) 740-9715 • 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 cm p mmwnu •!'LOEID� HunDllui CODE, �•�•++�Y MR E(iMN (�'f) •AIL IWAL AM STATE CODES .00CUPANCY -RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •'FOR RIl7ISH - CLASS B • BASIC WIND SPEED - Vu11=160 MPH Vasa=124 MPH 'EXPOSURE _ C •I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C All CONDITIONING LUM. LUMINOUS M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURERAMP.AMPERAGE MIN. MINIMUMADDED BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MID. MGDNTBD cAB. CABINET MIL. METAL CLG CEILING N.T.S. NOT TO SCALEcLR. CLEAR O.c. ONCENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET PH PH. PUSH UTTON D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DBAD. RADIUS P.P DEEP RA. G. RETURNAIRGRILL DR. DOOR REP. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTI.. DETAIL R.O. SOLID OPENING D.W. DISHWASHER S.C. SOLICORE D EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG FQ EQUAL SLIT. SHEET Ems; TTEERIOR SHE SHEATHING G F.GIFX. FUEL GAS Sim. SIMILAR F.G. FUEL GAS Si SIMILAR FIN. FINISH SE GL. SLIDINGGLASS FF`LUOR. FLUORESCENT STD. SHEARWAL FR. DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O,P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF AB CL. GLASS TYP. TYPICAL GYP. RD. GYPSUM BOARD UN.O. UNLESS NOTED H.B. HOSE BB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HOT.OR INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW WATER wii WROUGHHTTATER IRON DESCRIPTION 81D SET ISSUEDADJ.ADJUSTABLE ARCHITECTURAL SHEET DESCRIPTION LED LIDHrs ro luruor' ['SATMeDOMlB PER MARC BOUEB PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG —WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS PIDATE ADM EXTENDED OVSM4 G AT REAR DOOR ADDED BOLLARD AND IeEMOVED SF1UR Doge IN o.lSATN REVISED LAR'/E SAND BELOW UIRkiQU TO 6' SAND TO hATCJ♦ GARAGE oWbiH FRATIEWALK REVISIONS emns ADDED �� LATout IS/M ADDED 4' TO CLOSET RI SEDRDAI3 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, TLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S LIYRYs 1,4®D SG:. FT. GARAGE 243 SaFT. ENTRY 2m s°' FT. TOTAL 1663 SQ FT• SWO PATIO S® Sa FT. STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN FURTHERDETAILING ExOox Ix ORDNEEDRTOBUILDTUASNTHS 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's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SEW'. i44i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesig"group.com AA #: 0003325 A a aysDiv. ec LOT. ABBOTT PARK LOT #6 BLK 10 P1tOJECTp 04181.000-06103 MODSLc 3EKB "1405—KEYSTONE" OAI4tA0E BWU40: LEFT PADS: COVER SHEET 60 MPH EXP. A C'M STATE Or - A., AR NO 99723 PtINT DAPS: ,11/25/19 SCALE: 1/4"=1'-O" BIiEET C1 GENERAL NOTES ISITE VIM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017).AND IN CONJUNCTION NTH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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 % 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 CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. 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) & 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 B 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 1 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES 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 V 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 R3026 & 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 141NCH GYPSUM BOARD OR EQUIVALENT. 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 NTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 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 TERMENT 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 NTH 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 0?11-2014) 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 ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERRtGS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINIS E 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 & ASTM-Cl063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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-C1063 -11A AND R703.7. FACE 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. CONSTRUCTION OBSERVATION 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 GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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 CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/? 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) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 a Q a SUDDIV. ag LOT: ABBOTT PARK LOT #6 BLK 10 PROJECT// 04181.000-06103 MODEL: 3EKB "1405-KEYSTONE" GARAGE OWING: LEFT PAGE: GENERAL NOTES 60 MPH EXP. DAM 11/25/19 OCALE: 1/4"=1'-0" IIIIII GN 29'-0' 1 salvo SIWGLE LITE - - - - - O GMT ROOM o - 0 - - •o - � 1 i �3 - - - .I - -Q - - - o� - - - - 0 � r a - . I - ATTIC FOYM ACCESS -GMAOE• - �, - ,mppoll'o - FLOOR PLAN SCALE: 1/4' • I'-0' EXTERIOR MASONRY SQ.FT. CALL. S WALL NWa HEK+HTS LIVING 1,405 Sa FT. ® GARAGE 243 Sa FT. 8 -0' ORG. @Illlil' 20 Sa FT. TOTAL 116" SQ. FT. 8x10 PATIO 80 84 FT. �INO�FIPOAIEaAPoR�883001D�IB 8 019N8 BQWE 201E OMINDM#) SWU MIN. WINDOW 10 5 34/-4g CRITERIA EXTERIOR SWING I8 5 33/-43 DR MIN. CRITERIA arm MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28.2/-31.6 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.-H, EXP.-C, MEAN ROOF HT. - 15•-1" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2A OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OM01 0LIMT8011l8 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 DETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOOR& NOT LESS THAN 131V (35 MM) IN THIGWESB, SOLID ORHONEYCOMD-CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 wwwabdesigngrouD.com L AA #: 0003325 i o g a ABBOTT PARK LOT #6 BLK #10 PROJECT/1 04181.000-06103 woaZIA „ 3EKB 1405- KEYSTONE GARAGR 8VnNG: LEFT PAOR: FLOOR PLAN 60 MPH EXP. DATE 11/25/19 8CA7.8: 1/4"=1'-0" a*lz= Al f/-14'-5' BLDG. NOT. � ----'�------- WAC, S LIGHT 8'-0' 511 ZG. NGT.i 45 6' RAISED Ty I I BAND (TYPO.) 0'-0' FIN. FLR eo 8'-0' BRG. NGT.s, _ — SHINGLE ROOF — 6' RAISED BAND (TYPO.) $'-0' Blues. HOT. W-0' SRO. NGT. T HGo_ -0. BRO _ a a ap ® IS'X62' DECORATIVE SHUTTER ® ,'0�0 FIN FLFP' 0'-0' FIN. L *- FRONT ELEVATION SCALE, 1/4 R I'. -0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR M103A OFF RIDGE VENT AafaDFamc • lwn sa iT. NETFREE VENIIIATMNI MFARfp11RED vm REMEREDVENTI—AREA • I-/1R0 5.® • VENRIATRIN AREA XS IN ESPERFT.IIMI • RI.11 W. IN. RE MON. DUREDVtNTIIATI. • .5X .1. IN INPFR PORTION Of ATTIC W.I. SO.IN. Oii RIOGF VENTIATpN 0. • 111 M IN, PER VENT w../m TUfALROFVENRaIIIIRRED • 3.]®] ITOTAWL,YMPOMMIED •AREA OF ATTIC ISTNE P---ROf TNF NOU'i,—ONE OVfRM4VG EX .Oi 11TO—OR DFV ND faRANES IN ED '• - ❑ SINGLE LITE REAR DOOR _� --- � I II II --_-- Tl"I 0'-G v REAR ELEVATION SCALE, 1/4 a 1'-0' TEXTURED FINISH 12 �S OFF RIDGE VENT _---- oO'-0' BRG. NOT. INPAW aB c0 10 0'-0' FIN. FLR , oO'-0' FIN. FLR LEFT ELEVATION SCALE, 1/4 R I'-0' TEXTURED FINISH 8'-0' BFW'. W.T. io I � Tom. i 0'-O' FIN. OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE. 1/4 R F-0' TEXTURED FINISH FIN. FLR o8'-O' BRG. NOT. 0 '-0 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32150 PH: 407-77"078 FAX: 407-774-4078 www.abdosigngroup.00m AA •: 0003326 a s � 4 BXMDIV. Ae LOT: ABBOTT PARK LOT #6 BLK 10 PROJECT 04181.000-06103 MODE>IA 3EKB "1405— KEYSTONE" GARAGE SIVING: LEFT PAGE: ELEVATIONS "CEO 60 MPH EXP. I'�71 0 !MIS: DATE: 11/25/19 8CALRE: 1/4"=1'-0" aftEET A2C ELECTRICAL LEGEND SYM60L DEFINITION NOTES —e MY OUTLET 20 AMP SNOLE POLE IIBV OUTLET EOV OUTLET V2 OF CUTLET W2RD TO a mcw GPI ROV OUTLET GEARED WAWD FALL NT/RrTER (TAMPER IOSBTANT TYPW 220V OUTLET tN—CONNECTI01 GFl c Llxr N�'TERMPrvioOF GROUND T OUT04 6WTCH 3-10AY OSR SWTCH 4-WAY OPER ' V Lkm4 NIOUJIED LIOHf CRILNOI LIGHT Q LED CLO LIGHT LED VAPOR GYP PROOF LOW O Np VAPOR PROOF LtlNR OII1110169E0 CAM4 eYBR. PAN I cm PER an FT. VENT. FAN YYLIOWT I OM PER aQ PT. POOIIo o My SULIMM 4. 7-a1LB YItAF ® L AIC1a1D , A6SOU60 (SLRP MVTI }� 2' RUOK6CEIIf W RAOI060B4T p •-O--v-7e+ 8 4' TRACK LKW Q RMEL db 6'ETER O S.D. MTOIE OETK:IOIE sATr. e4ac.lr Eyy� rt �� LJ WALL PIOIM® WOKE DETGOTOR SAM eaoc.u. E— ®CAIl04 8K0 MONONM C DET[CT01! OQa� MALL ENE A MTANCE OF NOT LOW THEN 4' PBDANT LIGHT 61� NATUPIAL GAS CUILIFT ► JAM �MUWWNE NEATERATIEDT ONCHTNMING FL'J TELEVBIONJAa p BOX TD WE SUPPORTED N MANIGOA Al D IW 00N MA1aaD 611C11 FOR CELM PANILI ro arPORTED N ACCOI OOM WV WON A6 61IOH FM WAPSCTON 24• a6CAlOpCQR LIGHT 61" AOGGG4 36' NC, NDIMCE r LION 6TRr none 4V NCYOESCE4f LIGHT snap FLOOD Llaw OPT. SECUPITY =YPAO • FA FUNI.EUTTOI PON 0~ IBa PORT • LOCATION OF TV JACKS 4 F%ONE CUTLET& 4 PAN& TO asVERP(ED • NOT'E!WNER 1•RE-COaST1aCTION elell 4G • ALL 6 4 20 AMP ORANCH CIRCUIT& TO BE AMC FAULT I•ROlEC1TSD PER MisaTFOCAL PROvI14" OF OEM •TIN aDITION [2R1T) 4 NC 21RD 2RA roITId,L • ED 20 AMP DICATED LAUNCW CIRCUIT, • OR is INLAND IrIDT ON KITCWlN CIRCUIT) • DOW AS4E R GRIM = TO Ed LOCKOUT N FATEL • BATHROOM NX AUST Iwo TO HAVE Mat CAPACITY OF IS slow OF SECTION a • LAUN RY ROOT RECEPTACLE SMALL aE GROUND FAULT CIRCUIT-NTI1aaPTER PROTECTION FOR PERSONNEL ON FEEDERS • WRNS M TWOD 04ALL ad NON METALLIC CABLE PER ELwTRCAL PRoVINOI4s OF almAuLlocou • ALL WORK TO COMPLY UATH ELOCTINICAL P'RDV*0* OF THE ROM OTH 20 0RI11 • Au LAhra euALL ee e[LECTDD eY euR_eeR AND Taw C! LIONTatl MM1 !Y! BlR6T BRC116,IT TMT% PaR Poe. B'lw &Y fGNaERVATIa (RfffiEN TIAL ENERGY ERRGENCYJ 2OM. AUI EDITICT4 IS4E41 OUTLET FOR DW HOOD WIRE W/ OUTLET FOR FUTURE MICRO. METER FIELD VERIFY LOC. LIGHT OUTLET 11CaATION i TLET • AFF. GARAGE ELECTRICAL PLAN SCALE, 1/4' • I'-& I i I � I LED LIGHTING ® SINGLE LAV. & BATH '4 PANEL: A PANEL: 42 CR bMaMr VOLTAGE 120/24OV-1Ph TRAIN: 150 Amp M.L.O. FEEDER: X*IMCUTMWN&1-a6Cu(G)ln2'C. OR 3-a4,0ALTHIAN&l-614Cu(G)ln2'C. F•1• M w— Cl,wtl Oraal wam U•• Gan Wp M• LTG• 2 BO WAFWH1 10 K . %. 4000 1 3 2 4 44N N.C. NCC.U.1 40 1 as 2 N — I= � 9 4600 WWNart• 25 2 MO [M2 2 N LV/• m t 10 lean w -wl N 1 012 n 12 1 ZD p OFI 600 13 14 1700 ONIIrtNl1.OFI m 1 M2 1 N SmW /a,em Monet. Drt•rt••AFGI too I6 is 12M w w 1 M2 1 N G-N Wic• I5w iT /4 1w EASN•tlmtl/Mlcmn•A w 1 M2 1 16 OanrtA •,4 OIw MIN a10 t0 w IWO &nab inc• m 1 all 1 16 Reem Rw ft MCI too 21 m Im NPR ILwa, Ron aGFl W 1 02 014 1 16 Ow,rt\S.—us" ON 23 24 WD Qw•h Sup n4 N•MCI Is 1 114 014 1 is Wm.R Ud. -d R•e A l tN 2B ON aW Fb•NN W 16 1 014 014 1 16 6•w.43U m•MR•• N•AKI ow Z7 ?0 600 Ian OW. 16 1 014 014 1 is bw.N •w R••l6tl mmcl 000 20 N 400 QNw Ow 1s 1 M4 M4 1 16 F w4SWn APC1 600 31 32 12DO Door 16 1 M2 39 N E N SP— jspm 97 >0 90 40 41 42 Lw4. mamaM •ata.a+a•Ia6w./w• 2eN0 21TW tAtl •,A.rtm a.n.W 6alrtayamu•1• w• Oawan6 Faet•r Caitulttlont: ABBREVIATIONS: NO; ARC FAULTCRCURNTERRUPTER N0; NONCOWCENTLOAO M: GR OFAULTNTERRIIPNER TMallatl• man.W6anar meoo RW 100N wrt1aA 100% 1L'000 R•mW wa•rt40% IN00 TaW A C latl Iom LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD TaW CanwHtllntl WaO• 90N0 THIN AwF4 P••1• / W Wm) Oit Wnaral L IMP 6 Reu 1aaM L•a0 TOW NCB w FM D.ta.r Ua E RN 9 W / R. Ram" 1 at65W/L htatl00% R•nwM1 CkbV Oan•M U• & Rs P.. A 12 357 1405 421 65 4280 T,nalvwrte 4280 LED LIGHTING C SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14J83 VA 3000 VA • IW%, REMAINDER o 3b% NET LOAD: 6,141 VA RANGE: 12,000 • 10% 8,400 VA DRYER: 5"0 Is 10% 35M VA TOTAL 18.841 VA NEUTRAL AMPACITY, I&AS1 / 240 • T8 A 42 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 302/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3 114/0 AL, THWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG:.) NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH PANEL EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THFNN/TWWN UNLESS MGB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 00 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 7 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" CIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. CAB SION EQUIPMENT 8lRVIGE EQUI TEVIANC ENTRANCE SERVICE ENTRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). 5/8" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL327W PH: 407-774.6078 FAX- 407-774.4078 www.abdesigngroup.com AA is 0003325 a 64 C aiJSD2V. at LOT: ABBOTT PARK LOT #6 BLK #10 PROJECTf 04181.000-06103 MODsrA 3EKB "1405-KEYSTONE" OA "*]C 8MING: LEFT PACTS: ELECTRICAL PLAN 60 MPH EXP. • '< x D � 11/25/19 scALm: 1/4"=l'—O" 8HEXT E1 a 0 � _n m - - - ---- - - - - - - I I a a� • LL 3&'xbm' (� PAN I �I11 - I I - 11 41 ---------- J - - i I I I I I I I _e 0 O AV. �. -----� — 2' V.TR I/2' L — — — — — I 2 -Im 3'-®' KITCHEN 1 I/2' 1 SINK W/ r I�'rI 1/2' 1 AUTO VENT I I �• ILAY. I — — — --- _ - I 2' V.TR � I i i I 9 Lwc --- ------- I 3 1 1/2' I'I i11�''.\ IWASHER <,LAVr'2'2 la.TO CA. I I/7'MAIN WC. 4. I TUB I 2' ------ PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 . I'•V' 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Q c XUBDiV ae LAT: ABBOTT PARK LOT #6 BLK 10 IP.OJMCT 04181.000 06103 MODZL: 3EKB "1405-KEYSTONE" CAMAGIC awngG: LEFT PAGE: PLUMBING PLAN 60 MPH EXP. e Dom' 11/25,119 NCAL C: 1/4"=1'-0" 8HZZT P1 2X4 TOP ATE cow BEAD PRE-FAS T'IH168 N' TMKT(7 C10 LiAT Y Q1! NE 1/2' CLG. BOARD APM, aTmarA AL MR Dtll6TL7 TO HAaO/RT L,& P.T. YD NOTE COLLATTAS TO �W L STUDS IN ULL s! I T PARTITIONS SUPPORTING APF%IWVAL RM DRY L WALL HUNG PLUMBING row. � FIXTURES AND WALL UlArw o"op CABINETS SHALL BE NOT LNMMLOM ALL LESS THAN 2x4, WHEN 'ram "l""01O""' �r+•w j 2x4 WOOD SPACED NOT MORE ,,.,,,..�., ' MTWRAM °xTO MAT6E0E ST. STUDS 024' THAN Ib' O.C. OR, NOT rood DAM W= �roisa PLATE TO GLAD oruv. ITpQL uu IOd MASONRY O G LESS THAN 2x6, WHERE � Its vrlrrlcAt TRAGIC D1°w DDDR NAIL • 32' O.G. SPACED NOT MORE by IK TO MAX THAN 24' O.G. AM M^ACIQM �001" FIN. FLR T r (a:)TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.1'-V' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.LI ON J' OAS. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION VENTED SOFFIT I.-C. TYP. O.N. 5/6' GYPSUM Bt OR 1/2' I4IGW STRENGTH CLG. BOARD ENERRGY CODE FORME ATION R-VALUES ,RENCE STRUCTURAL ELEVATION '--R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES r— SPECIFICATIONS FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.0 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT Ix2 P.T. RJRRING STRIPS • 24' O.G. K, l-----1/2' THfM 2 COAT PORTLAND 1/2' THIC2 COAT PORTLAND S' CMU CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BABE 0'-0' FIN. FLRl _ _ 1-0' FM. FLR a. a m .. 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING HOE: PER SECTION SM.1.1 - FOR ROOF (1)1-STORY HIP BLOCK WALL SLOPES OLAY ER LIN eRLAYMESS NT SYSTEM D1 SCALE, 3/4'-1'-& IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTP1 D 6151 2 GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OAS. SHEATHING OR I' CDX PLYWOOD 8ECUREO PER FASTENER SCHEDULE MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU88 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. O.N. MN"WAL RM ��GARAGE DOOR JAMBS D1 SCALE; 1 1/2'rl'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ BTIFFBACK AT ALL UPRIGH ZSTRUCTURAL DETAILS -ENG WD. TRUSS CONT.'2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ti ti .a • 4' . W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB05.LI ON Il' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER I.-0. FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATION VENTED SOFFIT \—PRE-ENG. GABLE TRUSS \—WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU V'-0' FIN. FLR a. . n TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'•I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abderlgngroup.com AA N: 0003325 c 4A :11 40 i i tMDlV as LOT ABBOTT PARK LOT #6 BLK #10 PROJMCT/ 04181.000-06103 MODZIU 3EKB "1405—KEYSTONE" GA1tAGE 8WING: LEFT PAGE: DETAILS 60 MPH EXP. Cl DAA= 11/25/19 BCA=: 1/4"=1'-O" 9*1m= D1 A -DOLTS 4' VINEDMIDW MN EVENLY FROM FLOOR TO ®1 v v Im W CUT NAILS. 2X6 & 2XI G,ARA3E DOOR DUCK WV [6) p )1'XS' A -DOLTS 4' EMBEDMENT MN WV 2W*NS WASHER AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOI! FOR IN JOINTS PRIOR TO FILLINI 1.2XS PT BLOCK • CENTER or ® DOOR HEADER UWI)JPXS' J-80LT6 4• EMBEDMENT IW 2')O'W HASHER AND PIT. m INOrE& ALL SMALL = IN ACCOROANCIN TO MANIlACTURER'S INSTALLATION MSTRICTION6 WHERE GARAGE DOOR /-tZBUCK ATTACHMENT .�W, H — I �Y I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. fl ECURE THRU FRAME 4 XTEND I Y4' INTO BLOCK ❑/ V&' TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4 WITHIN V OF EACH END 4 IV O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦') DOOR JAMB TO BLOCK +3/4 A OR +5/4 T/DiD01f TO BLOCK +3 4 OR +5 4 SCALE: NLTU3. 2X4: m SECURE TO BLOCK W/ a(i TAPCONS OR (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 WY Or- MAX SPACING. 2X6,m SECURE TO BLOCK W/2-%' TAPCONS(MM. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 8• CM 18' O.C. MAX SPACING. 1S• DRYWALL 2X86m I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-v* CASING TAPCON* (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4A MANUFACTURES DETAILS. I&. O.C. MAX SPACING 2X4= SECURE TO SOCK W/ jfr' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 STRUCTURAL 2X t8' O.C. MAX BPACRJG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-%' NON-STRUCTURAL V STO TAPC4(MIN. TABCON MIN. SWANK. SIZE .145 INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) 'DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X&: SECURE TO BLOCK W/2-VS' 7(r' O.S.B. X 4' MIN. T (MIN. L SW BHANG SIZE .145 DOOR CASNG MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MN4. EMBEDMENT I Y:) ATTACH TO 2X PER WITHIN 8' OF EACH END: ND 4 MANUFACTURES DETAILS. IS'O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) // �R JAMB O ffi L40 CK 114/5Qp" " 8CALE: N.TA 2X4,m SECURE TO BLOCK W/ TAPCCNS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENTIY4) UNT14IJ V OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64ro SECURED THROUGH SECURE TO BLOCK W2-i(i NON-STRUCTURAL I)(a' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 V cm WT14IN V OF EACH END 4 K' DRYWALL IB' O.C. MAX BPAGN Ks 2X84s PX4. OR I'X2' P.T. NAILER SECURE BLOCK W/2-V&' CASING A (MR'L SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) TTACH TO 2X PER WITHIN V OF EACH END 4 MAN FACTURES DETAILS. 10' Or- MAX SPACING, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLACK +1-1 DOOR JAMB TO BLACK +2 �� in1 1/INDOR TO BLACK +1-1 inl RIND011 TO BLACK +2 1/4¢" " SCALE: N.T . " E, N. 2X4= SECURE TO BLOCK W/ Ilb' TAPCONS (MIN SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18 MAX SPACING. M MOT BE ON OUTSIDE 4 , 2X6= SECURED THROUGH SECURE TO BLOCK W/t-21(r'TAPCON NON-STRUCTURAL %* MR I-Y4 (MIN. SHAWL SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT ) I Y4 DRYWALL WITHIN 8' EACH END 4 18. O:G. MAX SPACING. •X4. OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK W/2-I)(4' TAPGONS DOOR CASING (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 049 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O C. MAX SPACING, MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" If TO BLOCK +3" E & R.T.S. 2X4s SECURE TO BLOCK W/ TAPCONS (MR SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IVOr- MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL'b' TAPCONSfMIN. SHANK SIZE TAPOCN MIN. I Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. C'1U WITHIN 8' OF EACH END 4 K• DRYWALL IS' Or- MAX SPACING. 2X8,m ❑ i'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-V1. 2ND 2X SECURE TO TAPCONBfMR SHANK SIZE TURAL MEMBER [6wT,,%,2d µg WITHIN 8' OF EACH MIN. HEAD SIZE -SW END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACRJCs. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F 1/BiDOM TO BLACK +3" SCALE, NT . 2X4m SECURE TO BLOCK WYi TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END J MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6 m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-& TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 • cm MIN EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END18' OZ. MAX SPACING.'X4' OR 1'X2' P.T. NAILER 2XBm SECURE TO BLOCK W/1w'0.60. X 4'MIN. TAPCONS lAANuFAc-TuFws (MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V)OOR JAMBOR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER I ' OJc. MAX SPACING. DETAILS. wA, MM Y racm ro rues 4w� t0o nor wcaFOR� DOOR JAMB TO BLACK +3-7/8' G, M TO BLACK +3-7 16t E, N.T.S. 2X4= SECURE TO BLACK IWY4 TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' EACH END • NOTE; STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/I-I/4' SECURE NON-STRUCTURAL V4' TAPCONS TAPCON MIN. I-Y4' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE -400 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH END 4 JS• DRYWALL E' O.C. MAX SPACING. D I'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK Wl 114' P.T. X 4' MIN. TAPCONB OOR CASING (MIN SHANK SIZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" H B C +334' E, N.TA. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdoeigngroup.com L AA N: 0003325 1111113 IBUDDIV. k LOT:ABBOTT PARK LOT #6 BLK 10 LR:OJECTgU 04181.000-06103 MODEL: 3EKB "1405—KEYSTONE" GARAGE 81117NO: LEFT PAGE: DETAILS 60 MPH EXP. DA IC- 11/25/19 IICAIM: 1/4"=1'-0" slaw" D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2022 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD RFAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeelgngroup.com L AA #: 0003325 0 a aysDm as I.OT ABBOTT PARK LOT #6 BLK #10 PROJECT* 04181.000-06103 MODE11 3EKB "1405— KEYSTONE" cwRwaE awlria: LEFT PACFE: PRODUCT APPROVAL LISTING 60 MPH EXP. Dw g'. 11/25/19 acwr. E: 1/4"=V-0" aHEET D3 OLMLD 2.IWID. R.A ®RLD OLrCLp — . ►T. A L CLAM .14. a L CAAM . R. C • Grow TT Ol rQ.D NMIO . fL A 2. COWAN . PT. M POLO 4• • ® L110LD .aMIC.2T.A 2. CERAM. rt.a L CLAM • R. C 4 raw rt. C 0N0% r!. a TILL R. C TO C440 MOTTO, R.AMM �a 0 MmrO, RJlEE M2,,a TE1p MAL. P".22 tmCm. 31 COAT C 91INT (FRAMEL W 2 COAT Ou1Lpm TAPER (Pit" ONLY) YMm LATER % 87w4* aAbN•m ww 0)LT) FRAME CR CPU onwoR � .M MALL R,INMIa y OMTAL) (a) KICKOUT DETAIL �— : REAL fYb R L lm PL&MMI .WALL KIOtNI AT MORO'1 Q RO:P MC,IOK. -WOOD SHEATHING OR CMU •WRB LAYER h, STUCCO WRAP (FRAME ONLY) I}' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WRB ' TAPE OVER ROO AIIdLl SC -REED 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. IN Bloom moil DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO ( TT SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA #1: 0003325 8 a S2 OO ILE. 9t7sae ABBOTT PARK LOT #6M O BLK 1PROJL'CT# 04181.000-06103 MODEL: 3EKB "1405—KEYSTONE" GARAGE 9TIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. Gr .y DATIL. 11/25/19 8CALE: 1/4"=1'—O" ®BEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - • - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1I / ASTM C-841-013, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) 6' SELF A01 ESIVE FLASHMG (INSTALL PER MANUF. SPEGSJ BUILDING PAPER UNDER 'QUICK FLASH' t�A LENT PENETRATION SCALES N.T.B. ELEC. METE? VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER 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 NOUSEURAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRUCTION e' cm WOOD SHEATHING URB LAYER M, STUCCO WRAP UM LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH .vs' TEXTURED FINISH • WOOD -FASTEN TO UIOOD 6TMZTURAL MEMBER • T' O.C. MAX -VTTeo Jr ng "LL williz ADFRSIVE PLA6MM6, CLEAN MASONRY BEPOR! APPLYING rr, TEXTURED PHSH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHNG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP 01 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP 02 11 WRB LAYER M, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER Q, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) n_ METAL LATH STEP *5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAK 407-7744078 www.abdosigngmup.com AA M: 0003325 r EEILJSDM aA :.or ABBOTT PARK LOT #6 BLK #10 Pimoi �r 04181.000-06103 HODZIA 3EKB "1405— KEYSTONE" COARAGIC 8WINO: LEFT PALM: WALL ASSEMBLY DETAILS 60 MPH EXP. D � 11/25/19 9CAum 1/4"=1'-0" >9Im1T dV A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING 1, 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a'VO.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.774-6078 FAX 407-7744078 www.abdosigngmp.com L AA #-. 0003325 a i �s g BtMDty h IAT ABBOTT PARK LOT #6 BLK #10 PROJECT* 04181.000- 06103 MODELo 3EKB "1405- KEYSTONE" GARAGE BMWO: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. TIr1OTION V- BQxVD uIGOD eNEATNING BAPMVR qaIaTNE MATHHER IRSESISTIVE ER / ?'"Alm aIDR70 / / \ S6'GE ADI EADI#R!G YY YYi / KA&Wm �p d f \ i RfWsISTIVE SAFMA STARTER STRIP / \� �\ �T ER PtEMTIVE \\\ y GiALYD METAL � ' � GALVfl METAL •r R.AaNRIb "r H.A&4M �V..v WOOD TRIM MEMBERCAO / IUIEODaT �AMEMIECR \ ` MAL OAP WX kLKM6 OR APPROVED SEALANT \` SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-CS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE WRJ5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — W 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32150 PH: 407-7746078 FAX: 407-7744078 www.ebdeslgngroup.com AA a: 0003325 a l MillO dVHDIV. At LOT•. ABBOTT PARK LOT #6 BLK #10 PROJECT* 04181.000-06103 MODEL.• 3EKB "1405- KEYSTONE" GARAGE 8'WWO: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. _� _,_l - ;.. ,1 Rurr Dw 11/25/19 dCALE: 1/4"=1'—O" dINERT WA4 7 �---- - - - -+ \ -_- -..-.- ..-._ . -- 2x6 SUB-BANb W/I'x4' NOTCH r- -- -------------------- END, WRAPPED IN PEEL 4 STICK EDGE P\ I , I I� I I/S' i �/8' TEXTURED I � I FINISH ® WOOD I I/81 1/2' TEXTURED \� ` FINISH ® CMU i �\ METAL FASCIA \ WRAP Ya' FROM STUCCO, I' FROM \ -- -- ---------------' Ia. WOOD WALL \`\ I EXTERIOR WALL ` •o\� e { (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION 1/8' TEXTURED rmw • WOOD, . V2' TEXTURED FINISH • CM x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cru WRD LAYER 01, x x x x x x STUCOO WRAP(FRAME ONLY) x x x x x x x x x x x x - WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER BUILDI ( ONLY) x x x x x x x x x x x x x i FRAME OR CMU 2x6 SUD 6AND ROOFM6 CEMENT x x x x x x x x x x x x x x x x x x x x x i FELt PAPER 47 oRIP EoGrE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT ©�L �N ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \� FOR CLARITY ROOF DECK (BEYOND) `V DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) -I/S' TEXTURED FINISH • )WOOD, 1/2' TEXTURED FINISH ® CMU / 2.6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ' -- CONTACT -. - • c W/TEXTU SCABBEDED FINISH - _ _ 2x SUB -BAND W/►Wx4' NOTCH • END METAL FASCIA WRAP ®j='LAN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x � x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x .. .. SUB BAND DETAIL O WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN.Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T 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 W/I0 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.00m AA #: 0003325, J Tr s,79D v Z LOT: ABBOTT PARK LOT #6 BLK #10 Pnon=T* 04181.000-06103 MOD�� 3EKB "1405- KEYSTONE" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. r ARCWWTI Ppmvr DATM 11/25/19 ncALE: 1/4"=1'-0" 8HEET dd A6 7'-8" 10'-0" 11114" Ir TE-1 I 4 I Y-6" b SLAB Lu 's$ 1/2 c6 w w I m 1'-8" 9'-6" a 9'-4" 0'-0" 8'-6" TOP OF 4" CONC. SLAB 0 . — fi — — — — 7. 3 EXTEND 1 1., SLAB 1 1J2" 1.1 i f 11 I It i I 4" PVC—,,,.,,,J 1 CHASE I fflI 0 of I� 1 l�i SLAB N I 11 i/ / I � I I I I x § I � m I .I I. I I I ` \ w -5 1/2 "v EXTENDI \ SLAB 1 1/2" a �k 5 '7 I BOLLARD I 1 n AS REQ. PER ' I BLDG.CODE— FM-12X18 4" CONC.( 2 law SLAB (� a +73 112 EXTEND I -4" LL J N SLAB 11/2" --- �� I� W 2 I 1 1.1 f 1.1 I 12X1 L_.'_ FM-12X18 _ ILL m I U5,_2• 8,_6• 71/2 LLI FMC-12X18 FMC•12X18 FM-12X18 4 4 1 V-4" 4'-0" 13'$" 29'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 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 1/2" 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES #6 BARANDICATES #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 90" 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 A.C.I. 530-13/ASCE 5-.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: F'm = 1,500 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 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W 1..1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (+)0'-0" FMC-12xl8 12" CONTINUOUS 18" - s #5 IN CURB VARIES F -12x1 CONTINUOUS 12" - 2 #5s -0'4" TE-1 8" SEE PLAN 8" - (1)#5's TE-2 12" SEE PLAN 8" (2) #5's 1441 N. RONALD REAGAN Ell LONGWOOD, FL32750 PH: 407-7741SO78 FAX: 407-774-4078 www.abdosigngroup.com l AA #: 0003325 ~ a atmEiv. ae xoT ABBOTT PARK LOT #6 BLK #10 PROJECTf 04181.000-061 3 MODEZ1 3EKB "1405-KEYSTONE" OARAOE STrITTO: LEFT PACE: FOUNDATION PLAN 60 MPH EXP. D TZ 11/25, SCALE: 1/4"=1'-0" 8HEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING z ++ I' .p g STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 0 t SPACING REQUIREMENTS I.¢ U j1 1 GARAGE DOOR co W m W )v RECESS Ir Q _T` ..I ° r FM " g� N Z 8" CMU WALL O 8"CMU WALL , . 1 CORNER BARS, SAME SIZE AS BAR I W Lu 8+ O Z Y " IN FOUNDATION WITH 30" LEG EACH I. d_ W WAY AT ALL CHANGES IN DIRECTIONS M TOP OF SLAB 1 TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS .._5..-_, VARI S MATCH AMOUNT OF CONTINUOUS BARS ° i .I ° c CURB FOR EXT. PORCH SLAB ° W11/2" SEE SLAB SCHEDULEr.•.•.-. 4" CHAMFER (1 STORY) BAR SIZE 48 BAR DIA. 18" SLAB EXT. POR!EIRE SEE SLAB SCHEDULE TOP O GARAGE 4" CHAMFER (I -STORY) CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 2=p. AT ELEV: ISOLATION ,� .,, JOINT (WHERE - 6" CHAMFER (2.STORY) #q P4� W/ "..ISATION • 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE #5 30" JOINT APPLICABLE) Z EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE 06 3 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST S� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND #T 42" EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1SCALE:3/4"=l'-0" GA GARAGE BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0° 4CORNER SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ ISd COMMON AND NAIL W116d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPEDSECURED W/2-PART SPACING, SINGLE BTM, PLATE il2"x9"WEDGE ANCHOR BTM. PLATE TO BE PT. GALVANIZED PIPE �a I a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP W/2" PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO WIFLANGE ®BASE � B^, UNO g PLATE WASHER SET IN HIGH STRENGTH SLAB W/10tl MASONRY 0 FOLLOW ALL MANF. EPDXY 5-lf2" EMBED. MIN. @ 16" OC NAILQ STAGGERED. `q SPECIFICATIONS FOR USP SPTH4 OR SPTH6 BTM MAX. ADD TIOO/C ADDITIONAL METAL USE AND AND TOP PLATE ANCHORS W/ CONNECTORS NOT F PREPARATION OF IOd x, 1/2" COMMON NAILS REQUIRED WHEN NO SECURE FLANGE TO U' HOLE, FILL ALL HOLES, DO NOT USE y N UPLIFT IS PRESENT. SLAB W/(4)1/4" X 2 IW w Z 0= 10d x 3" W W TAPCONS - SEE SLAB SCHEDULE IY SEE SLAB SCHEDULE o- Q TOP OF SLAB _� . , TOP OF SLAB -� 4" CHAMFER(1STORY) • 6" CHAMFER (2-STORY) , a ��. e EQ. EQ. SEE SCHEDULE EQ, EQ, SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 scALE:3a"=+'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE:34"=,'-0" (W/ UPLIFT) 8 SCALE: 314"=l'-0^ (NO UPLIFT) SCALE:34"=i'-0 LAP TOP PLATE A MIN. OF 48" 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 SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL a PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. LLI ADDITIONAL METAL CONNECTORS NOT U zi REQUIRED WHEN NO a K UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) M ? --0^!0 ; 8"CMU FILLED CELL (TYP.) : . TOP OF SLAB I. SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0° Z SEE SLAB SCHEDULE MINIMUM EMBEDMS NTINT05" TOP OF SLAB °• 2 — ® GROUTED CELL, 4" FROM ENDS AND �•, "ISOLATED" COLUMN PAD I 16" O.C. VERTICALLY MAX -a,• .. ", CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH „ T'. FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE_ / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL 0�: FOOTING AND COL. PAD BLOCK WALL CONNECTION 34"=,'-0" NO UPLIFT ( ) 0 SCALE: 3/4"=1'-(N SCALE: 3/4"=1'-0" L441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdmigngroup.com AA 8: 0003325 �d q BVHDIV. ac LOT ABBOTT PARK LOT #6 BLK #10 PROJECT# 04181.000-06103 MODEIU 3EKB "1405-KEYSTONE" GARAGE 9TrMG: LEFT PAGE: DETAILS 60 MPH EXP. 19 DpjwT ATE, 11/25/19 8CALE: 1/4"=1'-0" 8HEET S1.1A DOWEL PLAN SCALE: 1/4" = P-0" 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 www.abdesigngroup.com L AA M: 0003325 o pp o Otill a IL--- 8U13DM ae LOT ABBOTT PARK LOT #6 BLK #10 PROJSCT� 04181. 00-06103 MODSI.: 3EKB "1405- KEYSTONE" QARACS BWMG: LEFT PADS: DOWEL PLAN 60 MPH EXP. IS1. ATLI il/25/19 CALS: 1/4"=V-0" HEET 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. — Z f .I as O CLEAN OUT REQUIRED Q FOR INSPECTION to 0'-0"FIN. FUR. TIE RTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ��'k`-- Z u M U #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTAUVERTICAL O SCALE: 3lREINFORCING EXT. PORCH SLAB W/ 1/7. ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING 5 I II I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 a SPACING REQUIREMENTS U � J a 0 Z 8" CMU WALL 0 M `4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) Z MATCH STEEL E REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"-- a BAR SIZE 148 BAR DIA. I > #3 181, in e a #4 24" na #5 30" 39' 38' 8" PVC CHASE THRU FOOTING #7 #7 MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS 0 tj c 1T -0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 s Q C u x 0 X aU13DM ae LOTil ABBOTT PARK LOT #6 BLK #10 PROJECT* 04181.000- 06103 MODEIs 3EKB "1405- KEYSTONE" GARAGE 8wn9G: LEFT PAGE: DETAILS 60 MPH EXP. DATL: 11/25/19 aiIEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 1Dd x 1 1Y2" HOG 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH I 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 (Perc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID 1T/OM/OB 4'-8" .1^ � t e �E % 4 8F16-1T/OM/OB 4'-6" 0 " 8 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-0 UNO. 8F16-lT/0M/0B z' , 8F8-lTMMf0B 8Fl6-iT/0M/OB � 5 1` Nk 3 s}� *H^' i e SF20-1T/OM/08 17'4"RRRRRRRRRRM 5 LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-77446078 FAX 407-7744078 www.abdoelgngroup.com L AA #: 0003325 q i $ aIVHDIV. 4 7014 ABBOTT PARK LOT #6 BLK #10 PROJECT/ 04181.000-06103 MODEIA 3EKB "1405— KEYSTONE" OARAOE 8WINO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 60 MPH EXP. #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OMIOB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. i N t�\\k- O F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A95 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. dIDTH # OF #5'S, IN 2ND BOND BEAM COURSE ��16-1T/l / B NOMINAL—�-' HEIGHT 9 nF rM� TOP ICOURSE # OF #VS, BOTTOM PLACED IN LINTEL WINDOW -�T PRE -CAST •a i/4' . WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 il2"=1'-0" TYP. 8"x8" BOND BEAM TYP. 9906" b BOND BEAM 8x16 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .ti BOND BEAM GROUT SOLID FROM TCP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR r� 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-a' LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS B T- 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdealgngroup.com L AA M: 0003325 = O 8 � � C atMDnr. ee LOT ABBOTT PARK LOT #6 BLK #10 PROJECT* 04181.000-06103 MODEsA 3EKB "1405-KEYSTONE" GARAGE BWXNG: LEFT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. T. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG. WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS 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 I 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. 6'-0" 3'-0" 3'-0" 9 I �1 it7 II I I I II I j 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-B" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/META-18 2'-0" EXTENSION SERVICE DR. 1 SCALE: N.T.S. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.00m AA #: 0003325 i L C stmDly. a LO ABBOTT PARK LOT #6 BLK 10 I T.ROJECT* 04181.000-06103 MODEL 3EKB "1405-KEYSTONE" GARAGE awtNO: LEFT PAGE: FRAMING PLAN 60 MPH EXP. OAT-M- 11/25/19 aCALM 1/4"=1'-0" aL;EET s3 HTAANCHOR WITH (9) PLYWOOD SHEATHING, SEE 10d x 1 12" TO TRUSS. FL#17680 IOd x 1 1/ "TO TRUSS. B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOFNJALLIFLOOR 10d x 1 12" TO TRUSS EA STRAP. FW 7680 SHEATHING DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" OVER TRUSS (NOT SHOWN) NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAV BE ADDED WI iOd NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS SE 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV, COMMON NAILS SUBMIT SHOP DRAWINGS 12" OX: FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) TYPICAL TRUSS/ 1b j 1GIRDER CONNECTORS) L =1 # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND ( CON x 2 t/4" TAPCONS TO CONT POURED LINTEL # tWM UPLIFT (2) USP HTWM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL WHO tOd TO TRUSS AND ( CON x 2 1/4" POURED IN CONT CONTINUOUS BOND BEAM POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN W/ BRACE (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60•-0 (3) W BRACE SECURE 2x8 PT. PLATE (1)'ON BRACE 0 CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'4" MAX (YV/ZX4) 2x WOOD FASCIA, EPDXYSTRENGTH �K AT32" OC SEE ARCHITECTURAL MIN. EMBED MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED WI U a MAY NOT BE (2)1 Od's ® EACH TRUSS FQ� a REQUIRED TO BE INSTALLED r, 10•-0" o.c. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" 0/C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF -0 10•" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. �-� BTM. CHORD BRACING a ' PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" v SCALE: 3�4"=1'-0" NOTCH DEPTH IWO THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>N" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2I5.0 SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 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 USP RT1SA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE OL SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" SCALE:34"=1'-0" 1441 N. RONALD REAGAN 8i LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdosigngroup.com AA N: 0003325 04 ra � agQ ■ At 8vsaiv. ae LOT ABBOTT PARK LOT #6 BLK #10 PROJECT# 04181.000-06103 MOaEX4 3EKB "1405- KEYSTONE" GARAGE OWING: LEFT PAGE: DETAILS 60 MPH EXP. FPSINT n� Dw11/25/19 8CAI.E: 1/4"=1'-0" 8*IZZT S3.1A (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24- O.C. BRACE W/ (3)12d @ EA. SECURED W/ USP RT16A TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SU8-BAND 0'-0" TO 30'-0' (1)'X" BRACE 30'-1"TO 60'-0 (3) "X" BRACE (1) "X' BRACE 0 CENTER PRE-ENG GABLE TRUSS (2) "X- BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE ---�_, �\ "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)i6tl ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES 0 24' O/C, tx2 SECURED WI 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ HIP RETURN BCALE:3°"'''-0" %� VALLEY TRUSS CONNECTION ( L Ar.AI PINTA 1441 N. RONALD REAGAN BLYDI LONGWOOD,FL32750 PH: 407-774-6078 I� FAK 407-774-0078 www.abdosigngroup.com AA A: 0003325 A O Y z O O 4D M� aysaiv as LOT ABBOTT PARK IDT #6 BLK #10 PROJECT# 04181.000— 06103 MODMIA 3EKB "1405-KEYSTONE" GARAGE AMINO: LEFT PADS: DETAILS 60 MPH EXP. ff /25/19 4"=1'-0" PJNT 1B w w I=�' I I GABLF-ENO x ,A ROOF WIND DESIGN PRESSURES N A ZONE 1 =""PSF (2913) ZONE 2 = INS PSF (46:78) ZONE 3 = 59.80 PSF (69.80) "A"= X-O' END ZONE DISTANCE BASIC WIND SPEED: 10D MPH WIND EXPOSURE: "C RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DLV44VJGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 6/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 wwff— (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EJcrERaR BHEATHINo USE 1l2" 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 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16rZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 'C V Z LU Z Q a W Z� QU uO 0 cc m 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES J / T Zs' C) LL Y Z 7 . JJ wO 3D � . LM • Y to CD . a J W z CD �w d U rn 0 C) -v Z Of Em Z w S CD NL) w wcmiC�� L) _ U Y) O �LU a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnc cuceru r_ ROOF. SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENO FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.6,.jN FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO FIRTH ORWEATIER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, SDI EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE DOER ALL SIABS041MOIMD* ERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 11DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE. ACI $30-13/ASCE 5-13 AI31 SPECIFICATION FOR THE DESIGN OF COLD•FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.70 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCNES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DDT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 'A"OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O 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, AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM GRADE IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. A D SHALL DEFORMED A GRADE BD IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: T B W/ THE TYPICAL ENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES "DESIGN NATIONAL ACCORDANCE WITH TM, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL D TRUSS A STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPUWTCA SCSI i' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet AND D VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO. ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-o merA TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" WOOD TRUSSES. 10 PET BTM CHORD-non-ooncuRent #5 BAR - 30" #7 BAR • 4Y 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 A581.1982. 16 pMf TOP CHORD 20 psf TOP CHORD (7 PN wl ASPHALT SHINGLES) pBfw/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 6 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADHURRICANE TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH 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 pef WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =R2017)19D 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 EXPOSURE C, RISK CATEGORY 11) (FSCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20pe}, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps}, 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 AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, 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: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4ope MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES- (ACI 53O/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY. STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. 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 THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE rm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR 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 ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT E ENGINEERACTR. WITHOUT THE EXPRESS 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 ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN RN OVER SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS I WRITING BY THE ARCHITECT. E COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION , WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION' "S' Ps1' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 FOOTING TYPE'M' OR 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. 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 SLABON-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 V N- PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04OR MEASURING, MIXING. TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MA%IMUMTIRE ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNOL IT W DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE 13 A DELAY IN SUCH THAT A BATCH 18 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SWUl BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-12" FOR #5 AND SMALLER P" FOR#9 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-t12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR 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, Fy = 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 OIL TUBE AND PIPE COLUMNS SHALL BE CONCRETE-FtLLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKxI sim TYPE SPACING REMARKS APPLIGTION SQE TYPE ISPACw6 REMAPoB 14 PT FURRING TO GSENARDENED— GAMGEDOORBUCK i.. TAPCON MASONRY fT EASED., d•E-MT., MA90NRYICONC. NALI LONG. S,� TO MISONRY/Q'1NC. NO WASHER FASTEFER B"� I —EDGE DST. SGD, AL. EXT. DOORS OASEHAPDENEDC00. FOIL WNDOWIWOfL FASTENED GARAGE DOOR BUCK t?OK WI EXPANSION BOLT 24'dC 1EMBED.,d"ENO DIET.. L PTSEENOTES NALI-LINO. STAGGERED INTO MASONRVIGONC. TO MgSONRVIWNC. WASHER YEDGE qST. WNDOWBUCK CASEHARDEWDWII S"OIC WINDOWIDOONFABTENED METALeTRMTO CONTACT THIS ENGINEER FOR SPACING I. PTME NOTES NALIIIS LONG. sTAGGEMD wrGAASGNRYICOND. AA90NRYr WI1C. REQUIREMENTS EXT. SWING DOOR Tn LiBgIA 'iAPCIXf 1C C� 11R'EABED,e'END, NOFLBE -WOOD 1/l EIRANSKIN 4'EMBEO.PEND ]d WC SUCK.PT,SEENO.. NOWA9HER FASTNER 019i., I- EDGE DIET, WALL TO CON:, ALAS WIWA911ER BOLT O6T, $'EDGE dsT. . Pi WNOGV BUCK 8,133'PI-11A' 9'Q1C d"END. DIET„I1R" PT T09TEEL COL., SEE W/WA ER STAGGERED EDGE DIET. NOTEe I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SLICKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SWILL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. TX MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1"I. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup.com AA M: 0003325 J � agr O G 8U9D1V. ee LOT ABBOTT PARK LOT #6 BLK #10 PROJECT# 04181.000-06103 MODEL: 3EKB "1405-KEYSTONE" GARAGE OTIMG: LEFT PAGE: DETAILS 60 MPH EXP. PRItNT ii/25/19 a S N1 s