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HomeMy WebLinkAbout7953 Broad Pointe Dr99 1828-4EBB-CAL199 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 ALL W FIAL:" v4:7 !if}lrr i i �5�'!dr arL lt�Y(a CODES l ORIDA BUIIiil t9 CODS, NATIONAL ELECTRIC CODE AND THE CITY OF 2EPHYRHILLS ORDINANCES REVIEW DATENOV 1 9 i 070 CITY OF ZEPHYRHIL 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 .pjn= BUDS= CODE, BE8IDENAAL, CH EpUON (gMq) • ALL LOCAL AND SKATE CODES -OCCUPANCY - RE3D)ENTIAL, GROUP R3CL •CONSTRUCTION TYPE - VB •�• INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH v6aa=lzll�x :EXPOSURE _ C 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. BLIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAV. LAVATORY A/C ACONDITTGNB4G MUM. LUMINOUS AD ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MER. MANUFACTURER INIMUM BD. BOARD M.T. METAL THRESHOLD BD. AMPERAGE M.T.SINMETALT AB B CAEINEETM JNE MMTL. MMID,BE ALA SCALE CLG. CLEAR N.T.S. ON CENTER CLR. CLEAR O.c. NO T0 CONc. CONCRETE PL PROPERTY LINE C CA'�T P.B. PUSHBUTTON C. CERAMIC TILE PH PHONE D. DRYER PLY. PLATE DO. DOUBLE PR. PAIR D.O. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DISP. DISPOSALL IMENSION R.RISER S DP. DEEP R.A.G. RETURNAA R[LL DR DOOR REF. REFRIGERATOTOR D.S. DOWNSPOUT P.M. ROOM DTI. DETAIL RO. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH SL SMOKE DETECTOR ELEV ELEVATION S.H. SINGLE HUNG EQ EQUAL SPIT. SHEET Exx EXHAUST SHTHG. SHEAATHNG EXT. EXTERIOR SHwR SHOWER F.G./FX. FIXED GLASS SIN, SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FLR. FLOOR STD STANDARD FLUOR. FLUORESCENT sws SHEARWALM PTO. FRENCH DOOR TEMP TEMPERED GA. GAUGE TFK. THICK GAR DISP. GARUAGEDISPOSAL 70.C. TOP OFCURB G.aI GTERRUPTER cucnT T.O.P. TOP OF PLATE INTERRUPTER T.. TYPICAL O.S. TOP OFSLAB GLASS TYP GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED B.CC. B. HOOLLLOWCORE V.P. VAPOR PROOF HDR HEADER W. WASHER MGT. OR HT HEIGHT Wi WITH IINNSUL. INSULATION ION WD mow. WOODWINDOW W/H WATER HEATER W.I. WROUGHT]RON DATE DESCRIPTION ®,,,b„a �ti31861�p ARCHITECTURAL SHEET DESCRIPTION 0I15/I6 Wn MC UPDATE 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 Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS OIAIiAS CDYfRE•ISSIED ONO SIDING ELEVATIONS ADDED 03R6/IS CD'SRE-ISBIED 04AW FOOTYSREVISIONPERM.BOUEB 06170 CDSRE-111M 02/" ADDEDWRIBLESSFOOTERATGARAWDETAIL (POW MYERS) WMAS PLAN MAINTENANCE OSFlSA9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR • 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) 774-6078 Fax: (407) 774-4078 04124AS! ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL BATVWN (MEI-BJ SQ.FT. CALL. S W4A REVISED WAC VOLUTES ON WIFT CALC SCHEDULE (FIELB., 06A2111 ADDED'EXIERIORMOWDEEPFDOTER'DETAILII/SI.IA(ORL) LIVING ND21d SOX FT. GARAGE 430 ea• FT. ENTRY '� $" �' OO SQ. FT. TOTAL TOTAL 2362 $aI. FT. MOMS ADDED LED LIGHTS'• KITCHEN N BATH PER MARK BCQES V MAS ADDED STCHE OPTION ELEVATION C 4 D (TAMPA) Ovlug ELEVATION G' &DMG•ADDED LOUVER •GABLE ROOF m/2g/1% ADDED OPT. W-W CEILING HEIGHTS gp/ M REPLACE UW CONNECTORS UTH WTI&- I CONNECTORS 04AVM _REVISEN ' VENT �� �� DlMaraIONB 04MM OPT. W-O' CLG. NOT.- ADDED LED LIGHT IN FOYER 04/0DO OPT. W-O' CLO. NGT. ELEVATION'C'- REVISED HEIGHT OF ARC11184T �/M/� ADDED ELEVATIONVS T_' T'I' (Oft)GL. STRUCTURAL SHEET # DESCRIPTION OVBRO ADDED ELEVATIONS 1'Ka'-T1H'•Tffi' (DRU PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG 51.2—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 S3.1B—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIITY 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1,9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407.774.6078 FAX 407-7744078 W W W.abdesigngroup.com L AA #: 0003325 h F L11T1 11-1:1) ST:T)Il m ae LOT: ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C mm PRINT 09/01/20 DATE: SCALE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. STiE 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 %m 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 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52 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 /rINCH GYPSUM BOARD OR EQUIVALENT. B. EXCAVATIONS TO BE A MINIMUM OF X- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 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 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 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: 1. 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 ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 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 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 COVERINGS 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye' 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-C1063-12a 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 - "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-C1063 -15A AND R703.7. RRE RESISTANr 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 112' 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 '# DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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 (FBGR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.00m L AA B: 0003325 c 7 A F 6 BVHDIV. a. LOT. ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODEI,c 4EBB "1828-CALI" GARAGE B1IIIJG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 04 aA NO DRINT A 09/01/20 SCALE: 1/4"=1'-O" SHEET GN i4F I _ I� I . o o_ - I '11 - - - o - � O . O ! - - � - IN - S - - p 11 - ���� ■ 1' 1 M IN - 1 '1 o i . o - i ■o • •i .�.,L: oATT EiV MOLLARD-. AS REQ.PER -CODE"J MILD& - oGMAGE- ► :r • o - : JI' 11 : - I - : - p im mm m! ol1011o !oll//Io Li o!I/////fo all/////Ilo I FLOOR PLAN SCALE. 114' " I'-C' SQ.FT. CAM'S LIVING 1828 SQ. FT. GARAGE 430 50. FT. ENTRY 16 60. FT. LANAI 88 SQ, FT. TOTAL 2362 81 IT. OMFOla3RA DCLADDIGI/DLOADS /a/c raD F11a/Ile Fax a aeDolo aLsls OPIDI Sam m UDI0,141m N1/ IBlAl118 A►DTrle FDDrADE MIN. WINDOW le 5 34/-45 CRITERIA EXTERIOR SWMG 18 5 33/-43 DR MIN. CRITERIA Sfa.D. MIN. 41 5 31/-39 CRITERIA 160'10 O.H.D. 112 5 282/-319 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 13'-0" H ED. PRESSURES HAVE BEEN MO=THEPRODUCT (2017) R301.2.1 TO MEET T NOMINAL WIND LOAD VALUETMANUFACTURER. tl r Ir DBL. TOP PLATE 0 m BAR DETAIL A SCALE, 1/2'•1'-0' 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 814ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE" THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 Ni RONALD REAGAN SI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda■Igngrou p.00m L AA #: 0003325 = Cs akko 6 c fBLTRDM de IOT: BBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODEL 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C SE AA NO DATE: 09/01/20 SCALE: 1/4"=1'-O" SHEET Al ./-18'-4' BLDG. HGT. -- """•, ` 4' FREIZE BAND OPT.COACH LIGHT FIN. 8'-0' BR3. HGT. ICI ICI ICI ICI ®► �1l1 L ICI ICI ICI I�I� i it � ICI IaIII�I ICI Rmli --__' ' 1 0'-0' FIN. FLR - FRONT ELEVATION SCALE. 114 . P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER PRIOR R103A II 6 SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED BAND (TYP.) I Nb'XQaO' FYPON DECORATIVE SHUTTERS OR EAUIYALENT ZATYP' 4' RAISED BAND cTYPa ------- 41 0'-o FIN FLR' OFF RIDGE VENT m'-0' FIN. OFF RIDGE VENT AREAOFATTIC = 23645Q. FT. NETFREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364 MID 7.A6 VENTILATION AREA X SO. INCHESPERFT,(144) = 1134.72 SO. IN. MIN. REQUIRED VENTILATION .SX 1134.72 IN UPPER PORTfON OFATTIC - 567.36 SQ IN, OFF RIDGEVENTTIATION AREA = US SQ. IN. FERVENT 567.36 /115 TOTAL# OFVENTS REQUIRED 4.93357 TAL#OF VENTS PROVIDED - 5 *AREA OF ATTIC ISTHEPERIMTTER OF iff THEHOUSE, LESS TOVERHANG E1MCROF WALLTO EXTERIOROF WAU, NO OVERHANGS INCLUDED �8'-0' 5RS. HGT. [F I an on] LEI A AM Owl OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH F'-0' BR'o. HGT.III, - - - - 8'-O' BR'a. HGT. iQ 0'-0' FIN. FLRII—'—'-----'---'—'---------- _ --------'—'---'-------- - .00--0- FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT '-0' F-1 - - - - - - - - - - - - - - - - - - - - - - - _ ------------------ RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH DECO. DTL. A SCALE: 1/2 . P-0' '-O' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 d c O c b V F ABBOTT PARK LOT #11 BLK #15 PROJMCT* 04181.000-11151 MODMIA 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: ELEVATION "C" %160 MPH EXP. C SEP NT ,DATE: 09/01/120 SCALic: 1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e DSV OUTLET 20 AIT 111141211 F•OLIN IWV OUTLET IWV OUTLET NTo QeM• OTCHUTLm "SPED GPI WV OUTLET E(ATERPTER %WPT UHTIED pALL N RSSOTMR TYPE) 22py OUTLET (U WRE CONNECTION --F1—LLP -�F• CiH ENT WATMWRDOF OUTLET WbrFO F.W-T NrptltlPlEl! MMTCH DUTCH S-WAY OPER SWITCH 4-WAY OPER O WALL 1MowrEo LIGHT CEILNG LIGHT © LED CLG LIGHT LED VAPOR Gyp PROOF LIMIT O Np VAPOR PFIOW LIGHT @ WORMED CAN eVENT. PAN 1 C M PER ea PT. MIGHT IPAN 1 QM PER SO. PT. V PIxnIE (SINE'S TBp ST I. 2.0" YIRAJ• (RIFE! ) AROUND FL (SUIa MNTJ ]' 2' FLUOIESCOW 4' ILUOReCMIf 80 C W TRACK LIGHT PANEL dill METER • $.D. S170KE DETECTaR BAR. DAaC.Ii � SD. BALL MOUNTED SMOKE OETECTOR SATL a1AOC-Ir WLtleM;IM ® 0�0 CANSON MONOMM COQI�EODWE" de NTER�-OONa:GTED $HALL M A DISTANCE OF NOT LESS THEN 4• PI1OM WALL PEDA41' LIMB LJ� NATURAL 4A* OUTLET ,' T.LEPICES JACK W cIa weeTIR M2.EE.i�ATIl� E aAoi To aA14U ON I-�N tELEVIeION JACK CEL BOXPoNampop TO 0E SUPPORTED N J O J-SOX EM MANKIND AS SUCH I = CEILING SOX 14E6111E ro w eurProRTeD IN uu as PANLnHr u# soot MAINGNO AS O A. ucH Pas Bann 24. NCA/DEeao(r LIMN STRIP p�pap 26' e4CANDE6eENr LIGHT STRIP nnnnonnnn M• LIGHT STRIPPL000 —LIGHT OPT, eacm KEYPAD • P8 NMI-BUTKN POR OE'E8 use P1DRr • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO an VERIFIED a WOMEO9NCR PRE-CONSTRIGTICN MEETNG. • ALL 0 4 20 AMP BRANCH GROATS TO SE ARC FAULT PROTECTED PER ELECTRICAL PRDNSIONS Cr mid STLI ®11104 (2Bm3 4 NEC 21BD 2ANl rDJIM • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR a ISLAND (NOT ON KITCHEN CXCUIT) • OIMeUASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM 001AUST PAN TO HAVE MN, CAPACITY OF sa CF M INTERMIT, ENI PER ELECTRICAL PROVISIONS OF SECTION MOMS PBOR STH EDITC•l [2EM2 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUD FAULT CIRCUIT-NTEMlPTER PROTECTION FOR PERSONEL ON I MOM • URRSY& METHOD MLLLL BE NON METALLIC CABLE PER ELECTRICAL PROVISIOPO OF PSCR &TH M 1201U • ALL WORE TO COMPLY WTH ELECTRICAL PROVISIONS OF THE PWA &TN NO (2am • ALL LIMAS SHALL BE SELEGTlO SY r a rye AND ar LIKITS&1 MAST eE erllr.Y �1e1art TYPE P4BeENERGY ENMERMY ON (RESIDENT",TN ------------ 6 LAN LIVING ROOM C` PRE -WIRED` GLG FAN , BDRM.#1 �•�{,PRE-WIRED �'' / `� CLG FAN wpwl / PRE -WIRED \\ cLG FAN \ I I BIRO M I I 5 -b' I S.D. E — — S(CO l i \ -----_ —_---aITC4IN "'���IIIJJJ CABINET 1 OUTLET I f I DW SINK FOR Dw. \ — — — — — — 1---•-QLLAUN• KITCHEN RANGE --r WIRE W/ TLET FOR FUTURE MICRO PRE -WIRED S/GO I �� CLG FAN / BDRM.# IRA FED GFI GFI ( / CLG FAN �• WH a FOR I / / r GARAGE DOOR I I BOLLARD AS REQ. PER BLDG. CODE WALL MOUNTED / / ® �T�--3 LIGHT W/SWITCH IN , I S ATTIC , I GFI gllg J METER OUTLET (KEYLESS \ FIELD VERIFY FIXTURE a \ \\ BDRMJ LOCI. IRRIGATION OUTLET • FOYE L \ 48' APE. . ENTRY GFI GARAGE \ PRE -WIRED CLG FAN \ ----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' . V-0' CEILING i MM. LIGHT TO BE INSTALLED, I PROVIDE J-BOX FOR I OPT. FAN WP Panel MAIN -A PANEL: 8/16wp cit. breaker VOLTAGE: 120/240 V-1Ph MAN: 150 Anp M.C.B FEEDER: 3.#1 Cu THAN &1-#6 Cu(G)in 11/2"C. OR 3.XW AL THIM&1-#6 Cu (G) in 11/2-C. wire Fob wo, D.rd a waro I cNcwt ckm m I wme 1 Mr pot• I whoi72 1 20 Extenr Rr bGFI br TUO 1200 i 2I Isp.. i12 3 20 M9.tbn PumO 1000 3 s 4 1 Isp.. 4 1111 A,>r C.UA 35 z 48 Spoo 7 8 PANEL - A PANEL: 42 OIL breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Ar p M.L.O. FEEDER: 3. #1 Cu TF MJ & 1- #e Cu (G) in 1 14" C. OR 3-#2A AL hMA& 146 Cu (G) in 1 14° C. wb• Pole e1P era aon w.ro clrooR Clan wa1N M.cH aop o NQ pas;012 #12 1 20 Sm.r A INN 1 2 8c00 _ Rana 50 2012 1 20 Ukro (Hood OR ism 3 4 N2 1 20 Sind ApN1m.. Ism 5 8 450o Wrr11�r 25 2#12 1 m R 1w o 7 8 pit 1 20 Dwn Rec MAFC] 15M 9 10 1200 Db saI GFI 20 1M3 1 20 B.th GFl Race .dee1200 /1 12 1500 Dahxa.hrGFI 20 1#14 1 15 f rlH.F/ Bed R 8 #Y 9.G a2 AFCI NO 13 14 6000 Dryer GFI 30 2C4 1 15 LM Roam, Lans is AFCI 900 15 1S C4 1 15 KI<hen, Pro , a Dbb . AFCI 8110 17 18 I500 ..herGF1 20 1 #14 1 15 SD&CfOAFCl 9DO 19 20 t000 Cbr. Door.GFI m 1 .12 012 1 20 LW /8.tlN/O.n AFCI 12M 21 22 1200 IG-Nio /S.W. Ue&Ra cles AFCI 20 1 C,S rs 23 24 900 OAnsn S99•AFCI 15 1 #14 9 ea 25 20 Sm Or Bshmrn AFCI 15 1 04 S oe 27 28 sm.. S a 29 30 1000 M tlon catrda only 20 1 i12 S a 31 3 S a s a 33 34 s a s .a u N s a S a 37 30 5 e 0 2 35 NC AHU-1 err5 KVA at 0% _ 4&25 N 40 S c 41 42 S e L.du4j.tt. den.nd lkdr otlaMbn./In. te000 257W 1 Lmd.oNeotto 1dMtrpspdaSa. lift Demand Factor Calculadona: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NONCONCOENTLCAD (1N: GROUND FAULT INTERRUPTERTots Total bad subjactto domand tctr 1 42700 Fir.t 10000-h.s1M IODDD Remabb 'Mlb.t 40% 130eD A/C lad 14M LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Tots Canwbtl La.tl W.a. 3=9 Tobl Am . wplN / 240:. 141.3 GMwral L htlng ace cN Loatl Tots AX Feet Grml u.8 Ra 3 W / 3 . Ft.HIJI.t. fli'5.41: 1 atS5W1L1 M;d100% Tobl O.nr.lL . & Reo ONvlte) C"" tBk Tohl Veils General Lb & Rr P.nN A 9 617 5549 I I I 1'-6' 1'-�• 1 LED LIGHTING C SINGLE LAV. • BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GBERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WTH ID-ECTRICAL PROVISIONS OF THE Pam &tw CDrc1a4 t2 4 U. LOCAL CODES, AND ALL LOCAL FORER COMPANY I WGUI1CMQNM, IL ALL CONDUCTORS SMALL BE TYPE THIN/TH N LNLESS NOTED OTERMSE POLER COMPANY TRANIPowMER PROVIDE 50 AMP. W440 VOLT, I PHASE SCCONDARI< ELECTRICAL SERVICE PROVIDE S 41 COPPER (CU) IN 1412" DIA SCHEDULE W PVC CONDUIT OR 1•I110NDE 3 GAO ALIMNUM (AL) N 2" DIA SCHEDULE M PVC CONDUIT UNLESS SERVICE ro FRONDED my no ELECTRIC COMIFANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I I L I I I I a I I I I L I LED LIGHTING @ DOUBLE LAV. BATH h COFpINATION SL•RACE M AMP DISCOPSICT SWITCH AND LTp44p Vc C ELECTRIC PETER IN I �O NOMA SR ONCLOMEE FANEL OpA4F TELEPHONE SERVICE CABLE TIMAY MON WR04CE SERVICE ENTRANOf EQS"IW 52AFHW NMFIMTEM BON C)M 101I7NAL AT LOW VOLTAGE CONECTRCNS 1 V CU SERVICE GROUND CONNECTED TO CONCRETE CREASED F'OOTER STEEL PER ELECTRICAL PROVISIONS OF THE BEGRAIH LQ1T1Ce1.f1@11d SUE" DIA X B PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-7744076 www.abdeslgngmup.com AA #: 000332E � rr� >• 3 SUDDIV. as L40T ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-111 1 MODEX. 4EBB "1828—CALI" GARAGE 8WIATG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C AA NO a 09/01/20 SCALE: 1/4"=1'-0" SHEET E1 OND I I I I I I I 14'-3' 12'-2' 121.6. 10'-9' a n LAV. I — — — — — — —_ —• --• ------ LAV. Tmil, -— SING -- - OHM PAN -- 00 5' I I I 2' VTR F 7-71 I\ _ KITCHEN 2• RINK W/ 1/2' AUTO VENT 3'-2' 3'-I' I' -I' i� 2 2•� 1/2, 1/2 I \\ 1 i/2 it I — ` k -1112'1 WC Z' ----- i e LAV 3' I LAV 1 1 I LAY I TUB L ----- 11 LAV. 3. I I I I 3' 3' WC 2 SAM 1/2' 3• 3' Z m WARNER y CO i TO MAIN I I I PLUMBING RISER DIAGRAM I PLUMBING PLAN SCALE: 1/4 • P-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdosigngroup.com L AA X: 0003325 1 h k�k b m alist N ul a dunDm & I.OT: ABBOTT PARK LOT #11 BLK #15 PROJECTp 04181.000-11151 MODRT- 4EBB "1828-CALI" GARAGE L VnNG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER M6G. REQUIREMENTS. 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 PAS t MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOM$, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 8 ALL FIRE RATED CEILINGS AND WALLS 614ALL 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 F 5C 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER 15006TER TO BE A FANTEC14 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 LIKE- RETURN TRUNK l BALANCING DAMPER OR OBD 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 SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT SIMP80N WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB vSXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EvAP. TRAY jjy PVC SLEEVE TO LINES BELOW BLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE RA IN AN APROVED DIN, AS PER VMECHANICAL FBCR 6TH EDITION (2011) SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL, OR WALL CA. PLUG BRA" PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC. 1'S'"' FITTING OR EXTEN810N TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION MECHANICAL PLAN SCALE, 1/4 • I'-0' I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003325 k kk 6 Ell a BVHDIV. d< HAT ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 MODEI1 4EBB "1828-CALI" GARAGE BV17NG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE — R� T PRE -FAD TRUSS IR' CLG. DOARD La' DRYWALL --t T` r SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL s 32' Or — MAX FIN. FLR 2x4 WOOD STUDS 024. oc. SLAD NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1(p' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TWAN 7A' e!)[. TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'•1'-0' FIBERGLASS 9HINGLEB OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.Li ON J' O.S.B. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE e PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I y TYP' ELEVATIONS OH. — VENTED SOFFIT I I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM lu OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (l)- «5 (2) COURSE DO NOT CUT THE BOND BEAM REARS m PIPE THROUGH BOND BEAM Di SCALE:3/4'•I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIM • 24' O.C. 8' CMU 1/2, GYP. WL. W.- WOOD BASE — FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OUb.5. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SOHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a-0' FIN. FLR _ _ . _ 0'-C' FIN. FLR L4j n W/ WINDOW OPENING TYP. WALL SECTION ! NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM Di SCALE, 3/4'•I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486% TYPE IV, OR ASTM D 6i51 M IOR 4N LN w. 28 GAS LINE THRU BLACK wua ur— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.SB. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 11.1. TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS III !4 � ♦ 4�.4� 10����0�1�TiO�00��iTiO�,. Doaerw�r� .t=Tj O aAI.V. eTeeL OVEMEAD DOOR IRS& VORTICAL TRACK BY Orwm DY M4i. RAOTEWD TO TPA= DRACKM uv P op= ATROVAL 10a s GARAGE DOOR JAMBS Di SCALE: 11/2'■1'-0' i-2X4 SPF 24' O.C. MAX.- SECURE W/ !2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER - STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—J__ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR < a' cm ti. ,a W/ WINDOW OPENING el R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.O. 1/2, GYP. WL. W. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.I.1 ON J' O.SB. SHEATHING OR J' CDX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRIM WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m 0'-0' FIN. FLR 71 TYP. WALL SECTION �P N�O OPENING r5-�l—STORY GABLE BLOCK WALL D 1 SCALE: 3/4' • 1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32780 PH: 407-774A078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003326 av2aa:v ae IAT: ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 MODRU 4EBB "1828—CALI" GARAGE 8`1111 JG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE'. 09/Ol/20 ISCALE: 1/4"=l'-0" SHEET D1 Im 2X6 P.T. • COMM OF DOOR 4lA0ER SECU4E0 6V (I) 1,12' X S' J-COLT YV 4' MN SMORIPMENT W) 2' X 2' X W W66NER 4 NUT CR uv (2) W X 6' N4CWM EOLTB W/ 2' X 2' X W' 1114b4ER 4 NUT 00 ® SECURE 2x4 CN RAT TO ELK W) MA60NRY IIs 16 NAIL& llk 7X6 aARAGE CM 6M SECURED ® W/ (S) Ll X 6' J-COLT OR ANCHOR IR COLT& UV 4' MN EMEE0MENT, w 2' X 2' x Its,WAA44M 4 T. (U UTNN 8, OF TOP. (U WITWN 6. OF THE ETA, 0) EVINLY 6PAOED. � o 0 NOTES, ALL ANCMORS SHALL EE N ACCORDANCE TO MANUFACTURER'S MTALLATION MTIRICNON6(WERE ALICW VMTOAM"VeM ME MORE STI W.MT GARAGE DOOR 1 BUCK ATTACHMENT 4GLO N'dI 2X4m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE 145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') e' c uU Jf' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X 1'X4' OR I'X2' P.T. NAILER MUST BE OUTSIDE 4 2�'� T SECURED HROUXaH Ix4 P.T. OR 9'4X4' MIN. SECURE TO BLOCK W/J-Y.' NON-STRUCTURAL V*' SECURE THRU FRAME 4 TAPCCNS TAPCON MIN. 1-Y4 EXTEND 1-Y4 INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK W/ )(6, TAPCONS MIN. HEAD SIZE 300 8, CMU (MIN. SHANK SIZE .145 ❑ MIN. EMBEDMENT I Yi) DRYWALL MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACIWC 'X4' OR 1'X2' P.T. NAILER WITHIN 8' OF EACH END 4 2X8:m a 18' O.C. MAX SPACING SECURE TO BLOCK W/2-w6l 7{6' OSJS. X 4' MIN. DOOR CASING TAPCONS (MIN. SHANK SIZE .145 DOOR CABMCs DOOR JAMB OR WINDOW MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 ) ATTACH TO 2X PER MANUFACTURES WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. DETAILS. B, O.G MAX SPACING NOTE: SHIM A8 NEEDED TO PLUMB JAMB NOTE, BRIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/If 1 A WINDOW TO BLACK +3 4 OR +5 4 C W TO LOCK + -1 SCALE: N.Tb. ALE, N.T.S. 2X4: m SECURE TO BLOCK W/ W6' TAPCONS OR (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHN 8' OF EACH END 4 VOL, MAX SPACING. 2X6:m SECURE TO BLOCK W/2-)6' TAP'CONS(MIN. ebANK SIZE 145 MIN. HEAD SIZd31D0 WITHIN 8' OF EACH END 4 8, 2XB,m I'X TO BLOCK Wd-INS' 8' OF EACH END 4 MANUF MIN. EMBEDMENT 1 Y4 ) IS* D.G. MAX SPACING. �, � (MIN. SHANK SIZE J45MIN. HEAD SIZE 300 CMU DRYWALL 4' OR I'X2'.P.T. NAILER SECURE OOR CASI TAPCONS NG OOR JAMB OR WINDOW MIN. EMBEDMENT I Yi ) CCATTAC44 TO 2X PER WITHIN ACTURES DETAILS. 18 OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" i1 WINDOW TO BLACK +1-1 " " SCALE: N.T . 2X4:m 2X4:m SECURE TO BLOCK W/ i(6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLACK W/2-V NON-STRUCTURAL V TAPCONS TAPCON MIN. 144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 E, CMU WITHIN 8' OF EACH END Al K• DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X84� SECURE TO BLOCK W/2-9(6' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8- OF EACH END 4 MANUFACTURES DETAILS. 18' O,G. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DWINDJAMB OW TO BLOCK SCALE: PITS. 2X4m SECURE TO BLOCK W/ V%' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT 14') WITHIN 8' OF EACH END 4 � , STRUCTURAL 2X 18' MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WR-jb'NON-STRUCTURAL 2i(6' TAPCON MIN. I'Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 E, CMHU MIN. EMBEDMENT I Y49 JS' DRYWALL 71- WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK W/2-%' TAPCONB DOOR CAGING (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. wm 4MT Y,®p ro rus�.u,o roo ror R.-max•, DOOR JAMB TO BLACK +3" isL WINLXIW TO BLACK +3" " ALE, N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OG, MAX SPACING. MUST BE ON OUTSIDE 4 2Xi,m SECURED THROUGH SECURE TO BLOCK WO-V NON-STRUCTURAL �(6' TAPOONS(MIN. SHANK SIZE TAPCON MIN. 1-)4- J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN W OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. 2X8,m 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-i(6' 2ND 2X SECURE TO TAPCONS(MR SWANK SIZE STRUCTURAL MEMBER 145 W/(2)12d WITHIN W OF EACH MIN. HEAD SIZE _MW END 4 b' t0 8. O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTAC 4 TO 2X PER MANUPACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +3' W B + F' SCALE, KTS. 2X4m SECURE TO BLOCK W04 TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IV O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL 'X6' SECURE TO BLOCK WA-1/4' TAPGON MIN. 144" TAPGONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , C MU MIN. EMBEDMENT I Y4) J4• DRYWALL WITHIN 8' OF EACH END 1 18' O.C. MAX SPACING. rl •X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' )6' O.S.B. X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR CA81NCs MIN. HEAD SIZE 300 MR EMBEDMENT 11 A.) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OIC, MAX SPACING. MANUFACTURES DETAILS. wm, 4,N Y,RN ro Ives arR me nor Reno x', DOOR JAMB TO BLACK +3-7/IS. WINDOW TO BLACK +3-7 16" C' SCALE: N.T.S. 2X4m SECURE TO BLOCK a4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 4 NOTE; STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL i(6' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CNU WITHIN W OF EACH END 4 DRYWALL 18'OC. MAX SPACING.X4' OR 1'X2' P.T. NAILER 2XScm SECURE TO BLOCK W(I-1/4' P.T. X 4- MIN.TAPC4" OOR CASING E"TTACH (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300MIN. EMBBEDMENT 1149 OOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER IS* O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H W[N W TO BLACK +3 3 4" E, N Tb. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.00m L AA M: 0003325 Y c SU13DIV. & LOT ABBOTT PARK LOT #11 BLK #15 1pImojlccT# 04181.000-11151 MODEL' 4EBB "1828—CALI" GARAGE 8WITTG: LEFT PAGE: DETAILS 160 MPH EXP. C FFa t*D A ABW04AM a TE 09/01/20 SCALE: 1/4"=1'-O" E *m= D2 YKVUUI,.1 AYYKLlVAL LM111MU-3IAIYUAKU PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMP50N STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 1044L4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 1S332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/32/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2027 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 22/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 1S8.1 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 PRK)R TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003325 Y y dd eo 9 to mom mm 8unDIv. & LOT ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODEL.• 4EBB "1828-CALI" GARAGE 8WWO: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C L N -01 NO 93M j DARF-ptK: 09/0111 0 BCAuc: 1/4"=1'-O" BREET D3 PIIl60RI'ED CONTROL JOINT FL.RGE Q CONTROL JOINTS Td Be WIRED TIED TO LATH • S' O.C. MAX (VE A NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 61W EXISTS BEYOND EXCEPT STAPLES UV SECLUI�EMATEMP CONTPO O L JOI USEDT. DURING INSTALLATION ---\ FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY j' THICK 3 COAT CEMENT PLASTER UM LAYER Q, PORTR'IBER BUILDING PARER APPROVED PETAL LATH PASTENCD �'1' ,,ENT J D.G MAX AT SUPPORTS URB LAYER 4, STUCCO WRAP WOOD SHEATHING LATH SHALL NOT BE CDHTNI OW ..low 6' TO DM THRROWN4 CONTROL \ MR JOINTS BUT SHALL BE STOPPED AMC) TIED AT EACH SIDE. — PROVIDE 2X4 OLOCKM PER A6M CI063 PACED FLAT MAX. 6' TO V llO)Ai PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS PON LATH TO BE NAILS 0 i BTRUGTURAL STUD STAPLES IN COMPLIANCE U1/ A6M C1063 2. WIRE TIES TO BE (NO. 16) OA7415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOI�Y \ TO WALL 61111:6 IRGWRED PER PLMN / O"M" TYPE CONTROL JOINT OLMLD NIWO -PT.A ®PO.D OL— NeA1O - PL A ♦ CIRMAM • Pr. C TT• ® LPCLD—.-A '. CIRIAea - P, a IL gldM . PT. c. L FCLD Pr. c OVER Pr. a TLI. Fr. C TOOCIa! aorTOM ILANM aorTGn R� WATM,WM MAL POLO. ma IlQian. j' THICK 3 COST CEMENT PLASTER (gNU'ai W 2 GMT CEMENT PLAOM (CMU URB LAYER n, PORrPIDER BAILORS PAPER rRTAm aLT) um LAYER % STLICCo ~e RAM ON.,) WALL R.AININS :-aa II.AY1Na (ME IN.TALL I(IfX m aO AT WOTTOM Q ICOP WALL Nit1»lCTI" APPROVED BUILDING WRAP SHALL BE LAPPED A MINR"1IM OF 4'x4' SELF ADNERING MEMBRANE 1 6' - VERTICAL LAPS (ROLL PLASHING (COMPATIBLE I. HOUSE 7� E106) A 6' • HORIZONTAL LAPS. LLRAP MAIERIAI) OVER ALL SEAMS NEED TO BE T--, LATH VERTICAL LAP TO BE I' APPROVED HIOWE UARILP. URTH PORTIBER SHEATHINP OR LESS PIPE PB'IETRATION r rm LAP . r1R X X X — CUT AND OVERLAP ONE SIDE PETAL LATH SELF-ADIERING MEMBRANE � FLASHING STEP 01 URRB LAYER eL 1' THICK 3 COAT CEMENT 9T1I0001IRRAP I PLASTER R Y FETAL LATH VEINS LAYER -2, FORTIPIBER URD LAYER 4, PORTRNDER/ BUILDING PAPER WPM LAYER -11 BUILDING PAPER STUCCO LLRAP INSTALL PA6TENEIRO (CLM. WOOD OWEAT14NG STRAPS, STAPLES) AS REWIRED TO SECURE I PIPE) Ulm TO FRAMING I 2 6CALEer-1 ® KIC KO UT DETAIL "ISM TOW MAL (ap1D OR OOLDl6 Cd N2 tin) I. M L.- LAP A' OVER ALL LAP e aj�1K";gym"1i -a; Ga SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO PRAMNG F@109M THEY SMALL BE TIED BETWEEN &A -FORTS WTH OJS418-IN. (171-MM) WINE AT INTERVALS NOT MORE THAN S' (22S-MM)L AS PER ASM C1063 181 FOR REPAIR OF TEARS IN DARE LAYERS, TEARS MAY BE PATC1ED WINDAGE URRAP TAPE PER MANP. GPM OR PEEL 4 STING u1DOD GMATI BUILDS PAPEP 6TUCD WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALL SCREED 5'XS' '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.T.B. WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLdM1aeG TO EXT[ND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELP-ADIEIRMG P@1BRME FLA6NING LINE, LAYER -2, POWIFIBER INALOMG PAPER PETAL LATH 61r6' SELF-AD4ERMG PEMISRANE FLASHING OVER 4'x4' SELF-ADNERING MEMBRANE FLASHING OVER APPROVED 4'I14' SELF-AOHERRUdr MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, PLMHIN O TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT AIR COATING OVER STUCCO/ E TYP WALL SECTION) SECT ION PER SECTION R703.7 13aakr WKn artl p rde Ira E>tterlor use of portleM Cemem Paster shwl candy with the appllcabw regLA a is of ASTM C 926-12A. Installation o1 exlerlor W&&Q mW ham#V Shell comply Mth ASTM C 1063-12a LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - 5UILD1NGs PAPER) METAL LATH x—X—X—x STUCCO SELF-ADHESII/E FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84l-m9, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 6: 0003325 V R kWk fD aUSDIV. as X.02% ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 WODEL' 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ISE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL ALL SIIIDJES,Y4 CAULKING a JOINT PER SECTION R703.7 Elderlor WNW and Westering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRS LAYER -1, J1 STUCCO WRAP rX: HOODED VENT J' THICK, 3 COAT CEMENT I, PLASTER METAL LATH WIRES LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLo A VENT PENETRATION SCALE= N.T.S. ELEC. METEF VERIFY LO NICCH I V IKCC.CIyC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED WCUOEWRAP FOR BOX INSTALLATION WRB LAYER Of, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELC>Ill VERIFY LOCATION CUT SUCH TWAMEMBRANE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO F41 AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "' '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM150 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT -PROVE. SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEF #3 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER a T' OG. MAX K' TO)E' MID -WALL _Eo seman b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V _..---.... FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 01, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP S' 5TEF #2 WRB LAYER M. STUCCO WRAP MEMBRANE FLASHING I `WRB LAYER $2, FORTIFIBER 5UILDING PAPER STEP #4 A C COATINGTING OVER OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL L. SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774407E www.abdesigngroup.com ` AA 8: 0003325 J r T 7a Q D BUDDrv. 4k LOT: ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER --- — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — L 2 1/2" CORNER 5EAD (FASTENER t SPACIW-% m I' O.G.) rordnl W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774407E www.abd"gngroup.com AA A; 0003325 >a o b� r 40 in F. 0 x 9VHDIv Ae I.oT ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODEIe 4EBB "1828—CAT GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE 09/01/20 8CALM 1/4"=V-0" SHEET WA LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATNSG I-1�HSISTIVE CARRIER WEATHER RESISTIVE CARRIER 4 XX T .ii NDNS \ 6' GELF5 RM 4Lf'p /ice I GN Qa P69- 6 �7 WEATHERRESISTIVE / BTAICIER STRIP \\ \\ WEATHER CARR IER atRESISTIVE \�\ ,. y 5* HERNS IU5� \ — GALVD FETAL 6ALV'D METAL— 'Z' PLAS14NM UIOOD TRIM R WCASINIS / U� fl!M ATE R \ / OR APPROVED VED SEALANT CA& SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION ___ WOOD CONSTRICTION V— ONYOND WOOD 6NEATHING WEATHER RESISTIVE CARIWBR 9 HER RESISTIVE CEAI ./ elf.' X 1 1 LAPOR / \ HE � COAT® 4 CATTEN I a R.ASH6Xa LAS14W. BRN6 f �\ 1 WEATHER RESISTIVE / \\ \\ a WEATHEER RESISTIVE STARTER STRIP DAMPIRlfdz� on\ \ ADNM ER6 \ ►SLUR \ _ GALV'D PETAL GALVV PETAL 'r FLASNIN6 W R.ASHNS - HARDIN tRIM PER ELEVATION CASNG / HAROIE TRIM PER ELEVATION SEAL GAP W/GAULKNS \ / pOR APPROVED SEALANT `\ OIAIY SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA Y: 0003326 Q N F y! o To ill a711 �e i BUSIVI . aR: LOT: ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODEZA 4EBB "1828—CALM" GARAGE swnQa: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 09 PRINT 09/Ol/20 DATE 8CALE: 1/4"= i'-0" SHEET 1411 WA4 00 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAF DRIP EDGE 1\ I\ 1/8' TEXTURED FINISH * WOOD I \\ 2X8 Sue BAND 1/2' TEXTURED FINISH * CMU \\ / \\\ METAL FASCIA WRAP Ya' FROM © FLAN B STUCCO, I' FROM \ WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X(o \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ ROOF DECK (BEYOND) 00 \\` \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) — 11/8' TEXTURED FINISH `�\\\ /WOOD, 1/2' TEXTURED \ _ FINISH v CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH A END METAL FASCIA WRAP 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 x G'7�`.ZAx x SUB BAND DETAIL 0 WALL W/KICK—OUT kME OR CMU 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/14'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kME 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/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7144078 www.abdosigngroup.com AA A: 0003325 w k c 8v8DIV. at L'0751 ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MOD= 4EBB "1828—CALI" GARAGE STXIIJG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C U, NO D � 09/01/20 SCALE: 1/4'=1'-0" 8iIEET ad A6 [Q.&I, 28'-8' 3'-4" 15'-10" 9'-6- 9'-8" '4" 3'-6" 36'-2' 0'-0. TOP OF SLAB M m — 1 — — — — FM-12X12 \�— — — — — — FM-12X18 — 4 4" CONC. �' N LL I SLAB a a I Ow F-24X24J J,a �I 1,-p• ��31/2" r 10 -0" 10 1.1 \� EXTEND FM-12X18 —I 4" PVC SLAB 1 1/2' 111 ` / CHASE `� I 1 I 0.1.� . I TOP OF 1 F SLAB 17 I. I% ,0 %' I `d 1 I • -s 1/2" 4 17'-8° 2'-8" 1 I 3'-0' 5 " I I IN I� I EXTEND 1 2 BLAB 1 1/2"-- 1 1d FM-12X18 �2 h ri 4' CONC.I N Io W SLAB 1 3,4" ILL Iya $31 J I , �av2 21 i.t 1 1 FMC-12X18 FM-12X78 ~ FMC-12X18 — F L __1 FM-12X18 1.1 0 .1171J 4 4 1 1.1 1.1 2'-6" 16'-0' 2'-8- 4'1" 3'-10' 10'-2" 21'-4" 14'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0' 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 +-0'-0', 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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1P2' 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.OINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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 16. 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'$' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-O' 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 I REINF. REMARKS Bx8 W 1.4xW 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 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8'SEE PLAN 10 - • (+)0'-0' FM-12x12 12' CONTINUOUS 12' - (2) #5s FM-12x18 12, CONTINUOUS 18, (2) #5's (+)0'-0' FM-16x16 16" CONTINUOUS 18' s + 0'-0' FMC-12x18 12' CONTINUOUS 1w - s #5 IN CU VARIES -2424 24 24' s L441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 d Acl b � iUDDIV. aLOT: ABBOTT PARK LOT #11 BLK #15 PROJECT/, 04181.000-11151 MODEL: 4EBB "1828-CALI" GARAOE SMIIQG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C F-pnumDA 09/01/20 8CALE: 1/4"=1'-O" ®MEET s1 30° MIN. EACH WAY MONOLITHIC FOOTING i STEEL REINFORCING IN GROUTED g _ }} STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND < a. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS b. v 0.. ❑ } SPACING REQUIREMENTS ¢ — < W mU CO U W Io_ ��: r� ° GARAGE DOOR RECESS ¢ lan i 8' CMU WALL O (n a 8' CMU WALL FM .. CORNER BARS, SAME SIZE AS LARGER BAR I ° O 1n W Be m O is — Z +• 0'-0' IN FOUNDATION WITH 30' LEG EACH >I. d l WAY AT ALL CHANGES IN DIRECTIONS w y +- 0'-0' TOP OF SLAB ,JI I .. e v� SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB T"1 MATCH AMOUNT OF CONTINUOUS BARS °I CURB FOR ° e EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4• CHAMFER (1STORY) #3 18EXT. PORCH SLABW/1/2' -VARIES SEE SLAB SCHEDULE TOP OF GARAGE ILL°I� LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMEM SEE SCHEDULE N MASONRY UNITS SET rip. ATELEV: ISOLATION ., (WHERE 6' CHAMFER (2-STORY) #4 24' W/ 7/2' ISOLATION4' CHAMFER (i-STORY)JOINT B' CHAMFER (2-STORY) U APPLICABLE) Z - SEE SCHEDULE #530' JDINT(WHERE APPLICABLE) ? E SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 4Y BAR QUANTITY NUMBER OF BARS Ile. 2 T03, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34=i'-0' r 2 GARAGE SCALE:3a=1'-0' CORNER BARS DETAIL jDOOR OPENING SCALE: 3/4'=1'-0' (D_ LAP TOP PLATE A MIN. OF 48• LAP TOP PLATE A MIN. OF 48• AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' 0/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 uJ I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED a U) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a. SECURED W/ 2- PART ¢ SPACING. SINGLE BTM. PLATE 1/2k9' WEDGE ANCHOR W/2• BTM. PLATE TO BE PT. W/FLANGE ®BASE a- S EPDXY. MIN. EMBED ( 70 BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO — 8', LINO PLATE EPDXY S12' EMBED. MIN. 016' OC SLAB W/10d MASONRY o a a FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 18' O/C STAGGERED. 2 ¢ SPECIFICATIONS FOR V) ¢ BTM AND TOP PLATE ADDITIONAL METAL 2 m AND USE ANCHORS W/ tOtl x 1 1/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' F PREPARATION OF C7 HOLE. COMMON NAILS FILL ALL N REQUIRED WHEN NO /n UPLIFT IS PRESENT. TAPCON3 w a: HOLES, DO NOT USE 10d w u1 } x 3' ¢ SEE SLAB SCHEDULE a:SEE SLAB SCHEDULE °QO a a .P TOP OF SLAB _� .=AND SLAB4• CHAMFER (1-STORY)6'CHAMFER (2-STORY)ULE EQ. EQ. SEE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TO NTITY AND BAR QUANTITY 6GALE: 3/4'=''-°• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 � SCALE:3l4'=1'-0' (W/UPLIFT) $ 6QALE:3/4•=''-0' (NO UPLIFT) 6CALE:3/4'_t'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q " a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO o BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ W 16' O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT ¢O N 8' CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) ;: 8' CMU FILLED CELL (TYP.) TOP OF SLAB+0" SEE SLAB SCHEDULE I< 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' +- d-0' Z MINIMUM EMBEDMENT INTO TOP OF SLAB n• g 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH 0..� _ FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .`g---' 3 a FOR BAR SIZE FOR WxD, BAR SIZE BAR QUANTITY AND BAR AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION `� SCALE: 3/4"=,'-o• (NO UPLIFT) 10 SCALE: 3/4'=1'•0" 11 SCALE: 3/4'=V-0• 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 C 21 aUBDIV a. LOT ABBOTT PARK LOT #11 BLK #15 PROJffiCT# 04181.000-11151 MODEL' 4EBB "1828—CALI" GARAGE SMING: LEFT PAGE: DETAILS 160 MPH EXP. C DRINT ATE: 09/Ol/20 8CALM 1/4"=1'-0" BItEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1441 Ni RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesWngroup.com L AA #: 0003326 1 b w MO atmDiv a L,OT ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 MODEr1 4EBB "1828-CALI" GARAGE 9WINM LEFT PAGE: DOWEL PLAN 160 MPH EXP. C 0 mm DAtam TE: 09/01/20 9CALE: 1/4"=1'—O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BONDBEAM VARIES PER ELEV. — Z N 3 a CLEAN OUT REQUIRED Q FOR INSPECTION co e � TIE VERTICAL REBAR TO HORIZONTAL a.. REBAR W/ 10' HOOK BAR SIZE 48 BAR CIA. ZCC #3 18' > #4 24' U #6 36' #7 42' HORIZONTAUVERTICAL (D------g.m'MqRClNG Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a W SPACING REQUIREMENTS U 0 N Z 8' CMU WALL e�i EXT. PORCH SLAB W/ I- ISOLATION JOINT(WHERE APPLICABLE) 6' PVC CHASE— THRU FOOTING < \-SEE SLAB SCHEDULE 4CHAMFER (1-STORY) 6' CHAMFER (2-STORY) e Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR.QUANTITY PVC CHASE Olnq� Z_ Q BAR SIZEI 48 BAR CIA. p #3 18, U #4 24' #5 30' #6 36' #7 42' 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS a� � 1 0 CMU UNIT DIMENSIONS ©� ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE:3/4'=1'-0' Ii I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.ebdealgngroup.com AA #: 00,3328 iWgt a6[ A StMDIN. & LOT ABBOTT PARK LOT #11 BLK #15 PROJECT* 04181.000-11151 HODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DA IM 09/01/20 SCALE: 1/4"=1'-0" SHEET s1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 42 18" 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 / 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 fc (Pa0 SIZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 861 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6M1`i/NI I I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °YO T4° (42°) PRECAST 2231 4'4° (4r) PRECAST Im R4° (64') PRECAST 1611 5.4• (841 PRECAST 1217 T-10' (70°) PRECAST 1002 W-r 069 PRECAST 908 r4' (10') PRECAST 743 W4° (112') PRECAST 664 1W4° (12n PRECAST 475 11.4' (138') PRECAST 362 12'4' (144') PRECAST 337 1T4' (160) PRECAST 216 W4' (tee') PRECAST 279 14'4° (176D PRESTRESSED N.R. 194' (1641 PRESTRESSED NA. 1r4° (20BD PRESTRESSED N.R. IW4' (232") PRESTRESSED NA 21'4' (266') PRESTRESSED N.R. 72-V (2641 PRESTRESSED N.R. 24'4" (286') PRESTRESSED K:AKMNm10K0 D��Omm 000000� mmm000v mo��r.!oo 0mmomov I�®�(0000 imooQi��,.!Q�Q� 0®0=MmKMRE=A(0 0®01=E0= m0(011l�l0�0 mmoomcsi'"Q� lD�mt0�m0 ommom�-rr�1 oommomo'. ©ommmov oo�t�t�®0 ID00:2m10mim�0 O(0��0�101 ���000m NZOMM10""K30". O��OmO (OlO�1010101O MR --126 1 2W 1 4p aaa ad I on I 1m (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAIQ:N FROM °SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDRION ALL PRECAST TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS B" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /Nw SAFE GOAD/M6MI SAFE LOAD - POUNDS PER LINEAR FOOT T4' (42') PRECAST 100 1024 INS T4' (4n PRECAST 4'-0' M PRECAST 70 783 IWO 4'-W (4B") PRECAST 4'-M (54D PRECAST M 591 1073 *r (54') PRECAST 94° (64') PRECAST 411 411 745 94- (847 PRECAST F-ID` (Po') PRECAST 340 339 616 F-IV (M PRECAST F4° (78°) PRECAST 607 721 490 94° (18°) PRECAST r4° 01 PRECAST 424 Ism SB9 T4' (am PRECAST W4' (112') PRECAST 328 512 290 VW (112') PRECAST 1W4' (12r) PRECAST 254 401 180 1W4' (12r) PRECAST 11'4° (13V) PRECAST 20D 462 164 W-4" (13r) PRECAST 12"4' (144') PRECAST 244 402 137 12'4' (144') PRECAST 13-W (166) PRECAST 217 324 110 W4' (166D PRECAST W-C (1W) PRECAST 205 203 100 14'4' (IM PRECAST W-r (176) PREIITRESSED N.R. 254 11 W-r (176D PRESTRESSED 1" (164') PRESTO N.R. 260 83 1" (184') PRESTO 1r4° mn PROD N.R. 194 64 ir4' (pen PRESTRESS® 1W4" (232') PRESTRESSED N.R. 146 62 184' (!T2°) PRESTRESSED 21'4' (266°) PRE NR 125 42 214' (268') PRESTRESSED 22'4' P541 PRESTRESSED N.R. 116 40 2r-6° W) PRESTRESSED 2P4' (IBBD PRESTRESSED N.R. 1/ 33 2v.(r 0'48') PRESTRESSED, (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS SY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MINIMUM r OF BEARING PAST EACH BIDE OF WINDOW OPEMNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: IM126.03 LIFT BEAM PLAN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abd"gngroup.com AA M: 0003325 r BI GT A kbk 6 b all 40) lu 0 L BUDDM ao LOT ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151. MODELa 4EBB "1828-CALI" GARAGE 8WD90- LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DP=A09/01/20 DHEET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=i'-0' T l/ OF U F = FILLED W/ GROUT =UNFILLED NOMINAL WIDTH G N. HEGI P���oNOM HTL —�1 V-1 T/1 M/(jj' # OF 068, TOP / IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM AND XFXX - 1T10=13 INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 M/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LI W EL WINDOW PRE -CAST 'a 11W WINDOW £ SILL Z ^SLOPE 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 A #5 BAR IN EACH COURSE. S. 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. 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL. # OF WS, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW �'1 SILL CONSTRUCTION SCALE: 1 1/2'=1 W' 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF OPENING .2. OR SX8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS BONG BEAM 1#5 TYR B'X16' ip BOND BEAM 1#5 �8 8X18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACHCOURSE TOP OF BONDBON5 BEAM TOP OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 3/4'=1'-0' PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3176 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8- FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4') 8- FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT 088 SHEATHING ARCHWAY FRAMING DETAILS 5 I — SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR SEEL REINF. OF AT EACH SIDE T OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE; 3'4'=V-0' i44i N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 1 rr b b 9 1 F'SXMDM ae LoT ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODEZA 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 09/01/20 aCALE: 1/4"=1'-0" IBM= S2.1A 3'J_1P1P►LEIi[eIIM-3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Dd 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 BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 P8836, .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 W/ UPLIFT IN EXCESS OF 2,600 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 / 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. 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ7 H 17—ro--n-- — n— 7„)3 N 11 p M N N N N N H 11 N I 1G H N N ACH N 11 II II N A0 CJ5 TRUSS W/ 10d NAILS 0 W O.C)(4" FROM EA. END1 N alI N II II I A14G j ,sAs ysv®s s s� s �e•.1ss asam Xa®= a saw a s a{r.� v r aq� AIL I a:I s a I I -AT- . 1 I I I III I m =tea y__ yl: _=a®a=m::¢ aam®+e�.a®s aev=a I I I I I I= --- ---- --saw= a --- - —=—�---- =ate I I 1 I I I a®ate a� I I I I I I 22"x54's� ATTIC mam ACCESS I I 1 I I I I I I I I I A1� I w =.�.fms zc )1m�a vaDntx aaYps�m s=s�`� A15 = I s I I •1 ate: 1 1 ,�`YJ I /pis —��� — — ��' -- � ---- / � ° //�♦ FRAMING PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 FM: 407-774-6078 FAX: 407-7744078 www.abdosigngfoup.com AA N: 0003325 A chit t >kb 6 � 9 aUDDM As LOT ABBOTT PARK LOT #11 BLK #15 P1lOJECT111 04181, 000-11151 MODEL. 4EBB "1828—CALI" GARAGE SUING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C SEP Id 9 DaINT A 09/01/20 SCAL C: 1/4"=1'-0a 81MET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24' O/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE 'ROOFNJALUFLOOR (1) SIMPSON HETA16 HTSM20 W/10 tOd TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2' x 4', TRUSS AND (4) 1/4' x 2 1/4' SHEATHING 16d x 1 ,, NAILS TO TRUSS FASTENER SCHEDULE' 10d, 1 }' NAILS TO 6', 6' x MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, ,EACH SIDE WRAPS UP AND DBL GI GIRDER, PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3' NAILS, LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE 0-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4', (16) 10d x 3 J' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6', 8' x 4'-0' MAYBE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3• HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE '� CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' ADDITIONAL PLY MAX. TO A-(i) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) r x 5' TITEN HD TO CMU AND (12) SDS CONK POURED LINTEL NTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }' z 2 }' TO GIRDER 2x SECURED W/ (3) 18tl GALV. COMMON NAILS. ENGINEEREDWOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ,X2 SECURED W/ 10d TRUSSES 0 24. O/C, 1x2, 2x WDOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)? x 5'TITEN HD TO CMU AND (18) SDS }' x 3' IX2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1E• O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT - U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 08 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 6885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a lb 1 TYPICAL ROOF 3 GIRDER CONNECTOR(§) SOAL `-''"0' 2a 2b 2c 4= ° SCALE:3/4.=1'-°' GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4• T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d ® EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 20 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING zPER(1)'X- W/ 10dx odx1/2 HOG NAILS 0'-0' TO 30'-0' (1)'X' BRACE SEAMS) 0 EACH END, TOTAL OF 10 30'-1• TO SU-0 (3)'X' BRACE SECURE 2x8 PT. PLATE I-EVATION BRACE 0 CENTER TO BLK W/ 1/2' DIA. FLOOR (2) -X- BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 14�7/ R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' � SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. P ELEVATION ly tX4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe PRE-ENG FLOOR TRUSS 8TM. CHORD PO.TO. MAX W/ 12d's 8' STIFFBACK (AS PER 5/8' GYPSUM BOARD OR 1/2' HIGH BOARD RD OR BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ STRENGTH LO. V MAY NOT BE (2) 10d's 0 EACH TRUSS SECURE TRUSS TO TOP PLATE W/ (2) >a> ZQv ¢ a 1- REQUIRED TO BE INSTALLED O 16d TOENAILS 10'-0' O.C. MAX, DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SE E SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST., BOND BEAM REG. WALL W/ SYP No 2 STUDS SEE POST TO IT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB NI BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING ., .a. 1/2' GYP. WL. BD. " y _ 1x4 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER " z4 MAX., OR 2BTM. CHORD BRACING END TYPE CONDITION, IF • * 'q i 1d-0' O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING PRE-ENG1D TRUSS SCALE: 3/4'=,'-0' 6 4. ��GIRDER/WOOD POST CONNECTIONS SCALE:34'=1'-0' FLOOR TRUSS CONNECTION ® L.B.W. `+ SCALE:314'=1'-0' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4"0 0 HOLE EDGE>5/e. USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5"D SGL. STUD OUTER 1/3 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 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. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD ��ALTERNATE MATERIALS STUD NOTCHING 11 LIMITS G)���� SCALE: 3/4'=1'-W 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdeaigngrou p.com L AA #: 0003326 1 04 AN C o b OVSDIV. ae L02% ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181,000-11151 MODEIA 4EBB "1828—CALL" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ®EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0- (1)'X' BRACE 3V_ V TO 60'-0 (3)'X' BRACE PRE -ENO GABLE TRUSS (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIAfFOR NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3) 16d OOD GALV. COMMON NAILS. ' O/C, tx2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONTI2x4 RAT RUN 12'O/C L SECURED W/ (2)12d's a MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34'=1'-0' VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24. O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD - BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR SOLT W/ 2' WASHER SET IN HIGH _ STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com _AA S: 0003325 J rr� q III 6 MAN, 6 sunDrv. ae LOT: ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 MODELA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C • x 'A GA6Lf-EFD ROOF WIND DESIGN PRESSURES NET (GROSS) ASCrf-Tr ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT ♦- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4' O.C. EDGEWISE 2c4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 2 1/2' 0.120' 170,000 1 NG (PER 0 RUNGS SCREW SHANK Sd SCREW SHANK 2 112" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' COX OR 7/16' O.S.B. PLY WITH Sd 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 W O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. .. TOP & BOTTOM EDGES .- J I Z Z 7 W - LD aL O ® Z . j . Y Q z a 19 Q I ZW z CD 0LU Y � a =U Tp 0 Z a Z Ir m J Y Z Q W W 2 38 o JU U M L) F U row ro a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS Gf1f1F RHFATHINl: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - Bd RING SHANK GUN NAILS S 6' O.C. IN FIELD 8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 112' SCREW SHANK PNEUMATIC SCREW -NAILS W 12. O.E.N FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SWILL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTHORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN TO CHAMFERED 3/C ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE BE . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FIG . 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI ASCE AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB.SONC-ROUND WHERE INDICATED ON ELASTICITY . 1,40Q0. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 013 L MEMBERS COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. IBE LA A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 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 W 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 STRUCTURAL.DEPENDING 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 a2. 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. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR T WORK PERFORMED AN SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O O KD E DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 pBf TOP CHORD-nonconcu-1 10 paf BTM CHORD -ran-wrlcurrnrlt DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 paf TOP CHORD (7 GO W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 GO BTM CHORD 5 paf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opaf BALCONY LIVE LOAD 50 paf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pnf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20p11, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30p9f, BALCONIES (EXTERIOR) AND DEC.: 40Paf. GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: SOpaf, PASSENGER VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 4opsf, SLEEPING ROOMS: 30ps1, STAIRS: 40pef SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. 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-1657. 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: 2,600 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 MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F.V PRK)RTO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 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 SWILL NOT EXCEED 90 MINUTES. 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 NTH 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 ANDIOR WEATHER 1:112' FOR Mi AND SMALLER 2' FORM AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-tR' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED V-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 25' 46 BAR - 36' 05 BAR - 30" 47 BAR - 42' PROVIDE SW x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPk14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIM/TCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASO 1-1982 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM G-90, GRADE fb . 1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS, ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10,. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M' OR'S' 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 318' 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 STRUCTURALSTEEL: 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 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B Fy . 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. 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 A326-N 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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION G. TYPE SPACING RE.- APPLICATION 9QE TYPE SPACING i1EMARK9 I-FURRNGTO MASONRY/GONG. CASE HARDENED COIL NMLI LIT LONG. SO.0 GAMGE DOOR BUCK TO MA90NRYA'x1rJC, tM'DM. NO WASHER TAPfYJN MASONRY FASTENER S- tI EMBEDA'ENDDI6T.. rz'EDGE DIST. SOD, AL. EM DOOrA CASEHARDENEDCOIL S'O.0 INDOYlNOOWFASTENEO GAMGE DOOR BJCN trz'DW. W/ E%PANSION BOLT N•O,C d'EMBED..4'END DIST.. tz PT.6EE NOTE B tUtI IYY LONG. STAGGERED INTO MA90NRYA:ONC. TO MA60NRYA%WC. WA6HEII YEDGE DIST. WINDOW BUCK CASE HARDENED COIL S'OF -FASTENEDME-GT-1. CONTACT THIS ENGINEER FOR SPACING 1. M, SEE-E6 NAIL Irz'LONG. -.E.. I-MABONRY.cDNG. MANNRYrGONO REQUIREMENTS El(-INGOWR (2)YI!'DM. 'TAPCON' OK' 11EMBED "No /Y NON-BEARINGWOOD trz'° EXPSION 4-EMBED. I- END OD BUDK PT, BEE NOTES No WASHER 1-IS 1T EDGE DIST, qLL TO COFL..111 W/ WASHEFI BOLANT DIST.. S' EDGE DIST. T WMADW BUCK 88°PAF z21/S' S. Do 4'END. DIST..I I ? O, PCOL., SEE W/WASHER STAGGERED EDGE DIST. TO Pi STEEL NOTE S NOW 1STAPLES 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 HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. 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. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4076 WWW.8bd881gNgroU AA M. 000332 '7 =Ys�� Gf p� J ® mmG§4 Gt Sf O a00K 6 0 a R aUDDIV. to LCT.il ABBOTT PARK LOT #11 BLK #15 PROJECT# 04181.000-11151 HODEla 4EBB 111828-CALM' GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C a DpjwT ATr.. 09/01/20 OCAL IC: 1/4"=V-0" ENEET S N1 L pv- I IA vtl 4b