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HomeMy WebLinkAbout7740 Davie Ray Dr99 91828-4EBB-CAL19 �00 P`N-�p F�pR10G\G GQp�\\.L �NQo Np,NGg� Q HOME'S Q 12602 TELECOM C:>RIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . MMMG �, „ OTH EDIIlION (2M7) �.** LW MDsAT, ryU�p �YY WWY N� ill WYOu -OCCUPANCY _ � GROUP TYPE - VB AHV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. ADJUSTABLE M.C. MEDICINEURECABINET AMP ALTERNATE NCR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MT, METALTHRESHOLD/p MTLINE MTD. MOUNTED C CENTER DATE DBSCRIPTION ��IBSlED ARCHITECTURAL SHEET DESCRIPTION �Ah' PG Cl—COVER SHEET PG GN-GENERAL NOTES CDSR9•A381 p 0WV6 SONG ELEVATIM ADDED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION ��'' INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vutt=160 MPH Vasd=124 MPH •E(POS•URE - C •I_STORY RESIDENCE - CLR' CLR. CGNC. CPT. C.T. D. DBL. D.O. CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED N.T.S. G.C. PL P.B. PH. PLT. PLYWD. PR. NOT TO SCALE NOT TO ER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN 03MAi CDs RE -Now �, FOmAYsREVI510NFERM000E5 0LIrV* ODgRE-MD 02/" ADDED pgRILENFOOMRATGARAGE DETAIL (FORT MYER5) 0=1" PLAN MAINTENANCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED PG Ml—MECHANICAL PLAN 03/)" REVISED LINTEL SIZE AT PRONT ENTRY DOOR AND STATE CODES DIM, DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EQ. EEXX . F.D/PX. F.O. FLR. FLUOR. FR. DR. FTG. GA, GAR. DISP. O.F.I. OL. GYP. BD. H.B. HDR. HOT. W. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXTERIOR FUEL GAS S3 FUEL OAS FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB DER CORE IHEIGHT NSULATION INTERIOR R. RAD. RA.G. REP. SM. R.O. S.C. S.D. S.H. SIFF S{ HG SIN. SL. STD L SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. W. W/ WD. WDW. wi{ RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SIMILAR SLIDING STIANDARD GLASS :HEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WASOR�PROOE WITH WOOD WINDOW WATERTER TTIIRO PG DI -DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL LISTINGS 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 • STATE 0 FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel • (407) 774-6078 Fax: (407) 774-4078 04R4." ADDED ADDITIa7AL RECEPTACLE IN GARAGE PER PALL OATSON (PELOJ SQ.FT. CALC.'S R VIaED FNAC vourES ON aGFT CALL BCVBDULE IMELOJ O"M ADDED'F,MWRMOW DEEP FOOMWDETAIL ra/BLIA(ORL) LIVING 102E Ga GARAGE 430 EQ. FT. ENTRY K SOIL FT. LANAI ea 5(t PT. roraL 2�°4P acL FT. 9b/1VI9 ADDED LED LK> % s KITCHEN 4 OATH PER MARK 0=6 ADDED STONE OPTION ELEVATION C A D (WrA) et" ELEVATION Ts' MMG-ADDED LOUVER • GAOLS ROOF IOMvAS ADDED oPr. a •o' CES MG NEWTS "40 REPLACE USP CONNECTORS WT14 69+15ON CONNECTORS 04/OV10 REVISE ENKAVENT RADON PLAN DtEH 04/OWO OPT. N-O' CLG. HGT.• ADDED LED LrjWT IN FOYER 04Aft0 OPT a'-C' CLG. HOT. ELEVATION 'C•- REVISED NEWT OF AJW4"Y OWMat ADDED ELEVATIONS V 4 "' (ORL) STRUCTURAL SHEET DESCRIPTION VOW ADDED ELEVATIONS TiG'•T1H••Tffi•(OR) PG SS -FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.lA-DETAILS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S31A—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.iB—DETAILS CLARIFICATION. PG SNl-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.abdesigngroup.com L AA N. 0003325 BUHDIV. as L 021 ABBOTT PARK LOT #18 BLK #10 PROJECT# 04181.000-18101 MODErt 4EBB "1828-CALL" GARAGE 9WMQ: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h 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. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'% THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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. 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 KM 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 I/W NCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. 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 COMELY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PIJRIBN4Ti 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''/4' PVC (SCHEDULE 40), INSULATED WITH h' 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 COVERNifGS 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 E ffE iIOR MIMI 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7 /' 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,11T 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. RE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EUERKM CEIUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR RENEW 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. EMRNM SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6N EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 A h b bkk a SU BDIV, as TAT: ABBOTT PARK LOT #18 BLK #10 PROJECT 04181.00t-18101 MODMIA 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 07/29/20 /4"=l'-O" GN IuN 9141-- 3S'-S' °I o � - I . - - - r n n LN i O mm c, m - \ a - - mI - 0 - Z mm �1on A oil: f �I Wol \\ - ■. 1! o - - o 0 - CODE - ' - - 0GMAGE . 1 I i ' 1 J' p - EmyAii - -_ ink o i oll/O//I'° °II111111a °II//1'0 t11 FLOOR PLAN SCALE. 1/4' • I'-0' SQ.FT. CALC. S LIVING 1028 S(a. FT. GARAGE 430 SQ FT. ENTRY 16 SQ FT. LANAI S8 $Q, FT. TOTAL 2,362 SO. FT. aolrouN3rtsDaaoolarNsotDrDe east rso 13e'ONaE POR a eBcalD clues �lam NE FOOTAGE ZOO 11011HI�DOA RBIYIfB MIN. WINDOW UP 5 34/-45 CRITERIA EXTERIOR 8W0'Xs IS 5 33/-43 DR. MM, CRITERIA SAD. MIN. 41 6 31/-3s CRITERIA 16010 OAD. 112 5 282/-3M BASIC WIND SPEED MPH = 160 (Vuit) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=[I, EXP.-C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00NIROLDAT6 lz DDL. TOP PLATE 0 m BAR DETAIL A SCALE: 1/R' • I'-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 CIETWEEN THE GARAGE AND RESIDENCE SHALL CIE EMIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MIWITE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407.774.6078 FAX: 407.7744078 www.abdeslgngroup.com L AA C 0003325 6 avaan►. as LOT ABBOTT PARK LOT ##18 BLK ##10 PltOJMT 04181.00t-18101 I�gODSIa 4EBB "1828-CALI" awt<+:waS aw>Zxa: LEFT PADS: FLOOR PLAN 160 MPH EXP. C •/-18'-4' SLOG. HGT. FYF'ON LV12X24 OR EQUIVALENT .12 SHINGLE ROOF LAP SIDING AS 6 SPECIFIED (TYP.) 4' FRIEZE BAND(TYPJ 6' TRIM BOARD (TYPJ A K'_OJ' RRY LY-T C - - Q'_O1' RW WT . SHUTTORS OR ,aEQUIVALENT 4' RAISED , prDECORATIVE � � �` : ■■ ■■�, i�i i�i i�i► va—MEN LIN �. _ 0'-0• FIN OFF RI� T AREA OF ATTIC 2364 SQ. FT. NET FREE VENTI LATION AREA KQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.99 VENTILATION AREA X SQ. INCHES PER FT. (144) = 3134.72 SQ. IN. MIN. REWIRED VENTILATION ,5% 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ.IN. OFF RIDGE VETTILATION AREA 315 9Q. IN. PER VENT 56736 /115 TOTALI OF VENTS REQUIRED 4,93357 TOTALI OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMVTER OFTHE HOUSE, LESS THE OVERHANG E(TERIOROF WALLTODMRIOROF WALL, NO OVERHANGS INCLUDED -d, alim arm-] LEI 0 LEILE Uv v FRONT ELEVATION REAR ELEVATION SCALE= V4 • I'-0' TEXTURED FINISH SCALE. 1/4 • P-O' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT 12 / 4' I'•0' 4\ I= 1'-0' BRG. HGt. _ �o A DECO. DTL. , SCALE. V2 I'-0' 0'-0' FIN. FLR 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 - 1'-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT 8'-0• BRG. m 0'-m' FIN. FLR. 0 RIGHT ELEVATION ALE. 114 - I'-0' TEXTURED FINISH '-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-774-4078 www.abdonigngroup.com AA ►: 0003328 J Mill a alUDDM all LAM ABBOTT PARK LOT #18 BLK #10 PROJSCT/E 04181.000-18101 MOD= 4EBB "1828—CALI" GARAGE B711NO: LEFT PAOffi: ELEVATION "C" %160 MPH EXP. C I\ ELECTRICAL LEGEND SYMBOL DEFINITION NOTES LMV OUTLET 20 AFP SNdLE POLE IIOV OUTLET IIOV OUTLET IO Op aun&r Ratio TO SYa1CH GPI IIOV OUTLET SQ~ Y1WWD FALL (TAMPER RESISTANT RESISTANT TYPE) a@ 2MV OUTLET (4)a&9E COOECTIOM SW VAATMP44WOF auM1E7 GIRMM FAULT Bf1ERSP7lR 6 811111704 SwTCN 3-WAY OPER 64 6111T1:M 4-I111AY OPER. , L%1 o WALL MOW1® LgNr CEILING LXM4T © LED CL& LIGHT ©vP LED VAPOR PROOF Lw4T O VP VAPOR PRaT Law OM=MW CAN eVCR. PAN I C M PER SQ PT. VLPIII YM.W112 NT 1 OM PE! SQ A. V RITT' LKINT 0 (OP&C'S tE,D K I.— — ® ) ll�A Ra&D FeQAISOIaD (6LE! MNTI �{ 2' ILU019@SCENf 4' NJIOIRSCLNT p� ro--.r—�-�er 60 8 4' TISAC1t: LWNT PANEL METER OT�SD. elan DETECTOR YE.d6 1=J41man�aILUY ®aAR00N 6K•O MONONMatIER cal Ca�O creD SMALL M A DWTACE Q NOT LM6 room 4' Ppwm WALL PEDANT LIaNT ► nLEPN09E JACK D►H WATER HEATER Ta_ealL�au2 DI6coFaEcr AIR CODrcIO;—M eu AHu om ' DROO*41= 1� TOWIVISION JACK Nd E,OX To EL s PP aFITED INJ-E,O1 O W E,ODt aw euFIR 11Lw eokc CE0.IW FNILI&Hr TOM SUPP ORI® IN ACCOMANCE SF SOX AS OUCH FOR anaa 24• NOANDESCINT LIIAW STRIP M. LOW STOP enennnnn w• LWNT STRIP PLOCO LIdWr p, CPT. 14TSSTT YPAPAD PD. FIRM-EUTTON POR CMA'EG USE, Mawr • LOCATION OF TV JACKS 4 P 400 OU71LETS A PAW TO se VERPIED • HOT'E04PER PRE -CONSTRICTION MWN& • ALL 0 4 20 AMP OR•ANCM CISOWTS TO M AMC FAULT F matactm PER EI.Et:iRIL.u. PROVISIONS O' ®Cd ATM EDITION (]Rn) .TLC 214N2 204 EemO9L • 20 AMP DEDICATED LAUNDRY CIRGWT. • GR t ELAD (NOT ON KITCME i CJROWT) • DW44146MM DOWNECT TO SE LOCKOUT N PANEL • MATMRSOOM E)OHAIAT PAN TO HAVE NK CAPACITY OF W OPI MEWIT'rE4T PER ELECTRICAL P160N61OND OF SECTION TENT!MM • LAUNDRY ROOM R6GEPTACLE 6NKL E,E 6100LSD FAULT Cf=IT-1NT9RRV"R P 1110TO.TION FOR PiItlOMEL ON PMMM • WRING TETFIOD SMALL M NON METALLIC- CAME PER ELECfltlCAI. PISDV1610N0 OF HOE ATM S!D Md'12 • ALL WOW TO CC PLY 90TM ELECTRICAL PROV161" OF THE PISM &TH &D (2Anl . v L er.l.w r eE M - eY n owW AND T&& OF LW.MTN& MLT E gm METER FIELD VERIFY LOC. OPT. COACH LK4HT --------------------------- ELECTRICAL PLAN SCALE, 1/4' a I'-V CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN W P Panel MAN - A PANEL: BM8%p crt breaker VOLTAGE: 12D 1240 V.1 Ph MAN: 150Amp M.C.8 FEEDER 3-#1 Cu THAN&1-#8 Cu (0) in 1 IP2'C. OR 3.#2f0 AL TIf N&1-#6 Cu (G) in 11I2"C. Wln P.M Skr D. d a.n WM CI fin m—k W.Ib D—ri Skr Pd. wi. H2 1 20 E.... a%UG GFI1ar7 1200 1 H2 3 20 Ma.1bn Pump 1000 3 s ! s 5104 rn cml 35 z L sp.e. 7 11e PANEL -A PANEL: 42 dt banker VOLTAGE: 1201240 V -1 Ph MAN: 150 Anp M.L.O. FEEDER 3-#1 Cu TFM & 1-#8 Cu (G) in 1 1rr C. OR 3-#210 AL THWN & 1- #8 Cu (G) in 1 12' C. wk. pew wo a a.n CNeuN a—" w.m th— w. Lb Pd. wiro # 12 1 20 SqM A Moss 1 2 1000 Rope s0 2 #s 012 1 20 Mkror IM-13P 3 4 012 1 20 St.r Appk .. 5 0 45M Wtr Hater 25 2 110 042 1 20 R a 7 8 # 12 1 20 M Rae as AFCI F9=w 9 10 1200 DI-1 OR 20 1 912 H2 1 20 tam GFI Rw M.. 11 12 15DO Dhs ,hr GFI 20 1 H2 H! 1 15 Foyer I Hat I Be/#2&#N Sad 12 AFCI13 14 SM D.Y.GFI 30 2 HO H4 1 15 LMn Rapn, L U AFCI 15 15 014 1 15 k'kehen, Psd &CIO AFCI17 10 1600 Wuh.GFI 20 1 812 H{ 1 /5 SOa CN AFa to 7S tON Dear GFI 20 1 H2 02 1 M L.un I IW N I O.n AFCIElam 21 22 111N l Eslea. Lh 8 R .M. AFa 20 1 H2 3 23 2/ am 0—%We AFa 15 1 H4 am 25 20 am 04wrs Ba AFCI 1s 1 04 8 a 27 29 e 30 1000 m awftde 1 $12 3 .w 31 32 S a S 33 U SF". b ee 35 38 . & » 37 39 Sp.. R 2 35 A/C AHU-1 et.5 KVA t 05%41 39 60 so.. 42 S LoM w eef to Oman& Irdar nleWdi m 1 ale 1 24700 1 Led sutdW to demn411 d etwmlons l line Demand actor a ns. ABBREVIATIONS: AFC: AaCFAULTURCUITNIERRUPTER NC: NCHCMCIDEN7 LOAD sue: GRCUNDFMLTN7ERRUPWR Tam Real wia.q W dmwe 6q ana0 Rrt 1000D a . t 100% 10000 RrnW wind LL40% 13N0 TOLL AIC ISM i0929 LOAD CALCULATION I$ EASED ON AN: NOWCOINCIDENT LOAD rat Cmnwted Lwd Waft. >RW Tom Amp. w 1240 mks 141.3 General Lighting; & Receptacle Load Tq I AIC 3 ale Fet 1828 GsroILL U. & R.3 W / Ft. 6484 HN11als 1 a185W#L' kat 100% 86 TOLL G-1 Up. & Rae LLU7 5549 Cloe# Total llatls (1erroN LN &Rae Pane A 9 817 5549 / I _ I L I I I LED LIGHTING Ca? SINGLE LAV. & BATH 12 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMMY WITH ELECTRICAL PROVISIONS OF TOE FerJ! Aw EDrcIaH (xn). LOCAL CODES. AND ALL LOCAL MWR COMPANY ISE0211aE0"®NT6. IL ALL CONPUOTtOR6 SMALL M TYPE TM44ARSW 10LE86 NOW OTNEMM. 9011) ALUMNM (AL) N 2" DIA SCHEDULE M PVC CONDUIT ULE66 SERVICE 16 PROVIDED DY THE ELECTRIC COPPANT COORDNATE U2rM THE ELECTW C 14-ANY PRIOR TO so. I i 10 I I L — I I I I 9 i I I I L I I � I LED LIGHTING Ca? DOUBLE LAV. BATH 01 PROVIDE "AS, CU, TMW . Me = 012• CODUIT OR 3 .LO AL, THW . FE, OU IN 2. CCFOWT OR 2A0 AL SEUS (OOOUIT M TERMINATE AELOY! AeXWM a oYERNAN9J 00MONATION SERVICE OMCOMECT SWTCH AND ELECTRIC METER N mu 3I0 ENCLOSURE son NTWY6T6T'I 000#4 TEI'INAL AT LOW VOLTAGE COFFECTION6 1 A4 CU SERVCE GROUND CONNECTED TO =NCRITE ENCASED FOORR 61EEL PER MAcTRCAL PROVI6ICN6 OF THE PAMyU! EDITION /24%T2 SAS" DIA X & PT LION& COPPER CLAD ORLVD WO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003328 FY O TO aysDM As LOT ABBOTT PARK LOT #18 BLK #10 P]Ron CT# 04181.000-18101 MODEL1 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C M p NT 07/29/20 aCALE: 1/4"=1'-0" a E1 OND I I I I I I I 14'-3- 12'-2' 2'-6' I0'-9' 0 T LAV. 9 I ---------------- I -- I 0 S I o 3v':wm• I I � I OHM PAN00 I -- in I I I I I y� r VTR r ,fig/�I I I\ 61RTBCC, 2. 3'-2' 3'-1' 1'-I • 2 i 2,1 1/2'AUTO VENT1 1n ` l' 0 1 1/2' i t I — ( I .3 I TUB -----� LAV I LAV � 17 LAV I LAY. I I I I 3' 3• WC2 SNWR 1/2' 3• 3' I 2 WASHER m 2' co TO MAIN KTI, PLUMBING RISER DIAGRAM lip PLUMBING PLAN SCALE. 1/4 • P-m' 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774-6078 FAX 407-774.4078 www.abdesigngroup.com AA M: 0003325 a c O ESUDDrv. at LOT: ABBOTT PARK LOT #18 BLK #10 PROJECT 04181.00t-18101 MODZU 4EBB "1828-CALM" GARAGE 9VDM: LEFT PAO= PLUMBING PLAN 160 MPH W. C DA 07/29/20 9CALJC: 1/4"=1'-0" sH'EET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. 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 4 MASTIC. AND INSTALLED AS PER F5C 6TH EDITION (20I1) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. PRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4IMhEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL 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 POO 6TH EDITION (2011) MECHANICAL CODE 603.1 1. 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 ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 5. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SP10KE 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 FBC 6TH EDITION (20Pi) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY AIR HANDLER EVAP.TRAY SCORIATED NICKEL BRONZE FL. PL, BRASS PLUG INSIDE CAULK NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 EXTERIOR WALL T d AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES 1 EXTERIOR WALL 1 3/4' PVC CONDENSATE ORAN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP ORAN LINE AND TERMINATE _ IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS FN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM D60M SERIES NICKEL BRASS TOP P.V.G OP'TI/SPEG FLOOR SLAB CLEAN -OUT (TYP LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAFCONB UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO IT W/ (2) #SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN -OUT (TYN ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL 15E INSTALLED AT OR ABOVE F.P,E. ELEVATION MECHANICAL PLAN SCALE: 114 - I'-0' 1441 N. RONALD REAG.AN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 J F gg gbk 6 '-�kko a gtmDiV ae L074 ABBOTT PARK LOT #18 BLK #10 PROJSCTdi 04181.000-18101 MODrtr 4EBB "1828—CALM" OARAO2S STIIINO: LEFT PAO= MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE n� Y PRE -FAD TRUSS I/2' CLG. BOARD 1/2' DRYWALL — SECURE BT. — PLATE TO SLAB uV 10d MASONRY NAIL • 32' O.C. MAX ®'-m. FIN. FLR 2X4 WOOD STUDS 024' o.C. SLAD NU I G: 01 Uv.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) 21 SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMJ.1 ON J' CAM. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0. TYP. ON. 5/6, GYPSIAM B: OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS r2APIPE THROUGH BOND BEAM D1 SCALE- 3/4'.I'-C' SEE ENEIIIGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION UNNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. Or— a, CMU 1/2, GYP. ILL. DO - WOOD BASE — FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.0 ON O)3.C. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR— — — }� 0'-0' FIN FLR a .. a W/ WINDOW OPENING TYP. WALL SECTION a' NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL s )OLPAE ER1UN ERLAAYMETO LESS THNT SYSTEM D1 SCALE, 3/4'.I'-o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4S69 TYPE IV, OR ASTM D 6-151 OLN P•- LLYN PM GAO LN cu 'OTP. U-w 2B GAS LINE THRU BLOCK � a•.r.r FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I,_0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS no oALv. steel Ref+ 7RAcx ONM4D OCiCIe by OTWEM �AaTBlD TO plocm TWA= eRACKM ev PRvo= APPAWAL PM s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 1 —2X4 SPF 24' OZ. MAX. ---- SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENS WD. TRUSS — CONT. 2x RAT RUN SECURED F'ER—// STRUCTURAL DETAILS J/ SEE ENERSY GORE FORMS FOR INSULATION R-VALUES J.PER ELEVATION b/a' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' THICK, 2 COAT--k— 1/2' GYP. WL. 150.— PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR a . a' cm ° m 4, n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80b l.I ON a' OAD. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE C.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN FLR a n TYP. WALL SECTION NO OPENING (5)1—STORY GABLE BLOCK WALL Di SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 C 9V8Dm Ae LOT: ABBOTT PARK LOT #18 BLK #10 PROJECT* 04181.000-18101 MODEL: 4EBB "1828—CALI" GARAGE aVVMG: LEFT PAGE: DETAILS 160 MPH EXP. C rJm 2X6 P.T. • C!lNTER OF DOOR MEADER 69CLMD WV (I) V2' X S' J-COLT WV 4' MN. W4510ME041' 3V 2' X 2' X Iw WASHER 4 NUT OR WV (2) V2' X S' ANCHOR DOLTS WV 2' X 2' X VI. WAGW R4NJT SECtIE 2*4 ON FLAT TO OLK WV MASONRY NAILS. 7Xi GARAIM DOOR= 6= MCA= ® WV (S) V2' x S' J-DOLT OR ANCHOR DOLTS. WV W MIN. EMDEDMENT, WV 2' X 2' X VS' WAOMM 4 HIM (U WTMN S' OF TOP. (0 W n4N W OF THE O1M. (3) EVOLY SPACED. ® ® 19 lS m HOTH6, ALL ANCHORS SHALL DE N AGCORDANDP TO MANFACROIN 'S NSTALLAT04 INSTRUCTIONS WERE MJCW NATIJCTIOiM ARE MODE ATRN6ENT GARAGE DOOR /BUCK ATTACHMENT -.— cm DRYWALL ;4' OR VX2' P.T. NAILER SECURE THRU FRAME 4 EXTEND I -A' INTO BLOCK W/ 'V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 18' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5 4 I IN N TO BLACK +3 4 OR +5 A SCALE, N.Th. 2X4,® SECURE TO BLOCK W/ TAPCONS OR (MIK SHANK SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IW OC, MAX SPACING. 2Xb,m SECURE TO 15LO,CK W/2.%' TAPCONS(MIN. 5r1APIC SIZE .145 MIN, HEAD SIZfDADO MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END 4 S. CM 18' OC. MAX SPACING. Y)' DRYWALL 2X&I= PX4' OR VX2' P.T. NAILER SEAG BLOCK W/2_w6l CASIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1149 TTAC 4 TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1 2" rmN VDfDOR TO BLACK +1-1A" " SCALE: KT . 2X4m SECURE TO BLOCK W/ )J6' TAP00146 (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OC. MAX SPACING, MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECUIRE TO 15LOCK W/2-%' NON-STRUCTURAL TAIPCONS TAPCON MIN 44- (MIN. SHANK SIZE J45 EMBEDMENT INNTT O BLOCK MIN. HEAD SIZE 300 CN1U MIN. EMBEDMENT 149 'DRYWA WITHIN 8' OP EACH END 4 "'XLLY 18' O.C. MAX SPACING. 1'X4 P.T. NAILER 2X8:m SECURE TO BLOCK W/2-Vo' 7(4' OA.B. X 4' MN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1149 ATTACH TO 2X PER WIT141N 8' OF EACH END 4 MANUFACTURES DETAILS. IW OC. MAX SPACING. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-!b/1¢" n 190931 TO B'LOCIC +1-16 6 " SCALE, KTA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHAW, SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL W6- TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CN7I1 WITHIN 8. OF EACH END 4 K' DRYWALL IB' OC. MAX SPACING. I•X4. OR 1'X2' P.T. NAILER SEAWCUR BLOCK W/2-' CASING S I Ell (MIN, SHANK SIZE J48 MIN. HEAD SIZE 300 D[OOmJAM15 OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHN VOP EACHI END 4 MANUFACTURES DETAILS. 18' OC MAX SPACING NOTE, 614IM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) DOOWRt=W O in1 " TMB BLOCCKK+221141" SCALE, N.T . 2X4m SECURE TO BLOCK W/ V TAPCONS (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING MOT BE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK W/!-ifa'TAPCON NON-6TRUCTURAL %. MR I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300-Lr p I1 MN. EMBEDMENT IY4) DRYWALL WITHIN S' OF EACH END 4 I6C.G. MAX SPACING. El I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%l A DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHN VOF EACH END 4 ATTACH TO 2X PER I6' OC. MAX 6PACI•l'A. MANUFACTURES DETAILS. MOHW Mmmwwwft"J"(OO—oc' wl DOOR JAMB TO BLOCK +3" iLi MND01► TO BLOCK +3" ALE, N.T.S. 2X4= SECURE TO BLOCK W/ V TAFrA" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X *'OC, MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK W/2-Wb' NON-STRUCTURAL Jlb' TAPCONB(MN. SHANK SIZE TAPCON MN. 1 Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MINL EMBEDMENT I Y4) 8. ChW WITHIN 8' OF EACH END 4 K' DRYWALL IV Or- MAX SPACING 2XO:m a PXW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- 2X 6EwRE TO TAPGONB(MIN. SHANK SIZE a. STRUCTURAL MIEMBER 145 WK2JI2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 b' TO 8' OC. MAX MIN. EMBEDMENT I Y4) CASING WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURE8 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" n R N.T.G. TO BLOCK +3" SCALE, T 2X4m SECURE TO BLOCK U'y4' TAPCONB(MIN. SHANK 61ZE I45 MIK HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST Be ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL Vo' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 144- TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 148 MN. HEAD SIZE 300 cm MIN. EMBEDMENT I Y4') •DRYWALL WITHIN S' OF EACH END 4 IS' OC. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK W/1-1/4' Y&' OA.®. X 4' MIN. TAPCONS (MIN. SHANK SIZE J DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. mm4 ", T01 2(00MO!o JT/ DOOR JAMB TO BLACK +3-7/18" G E, KNT . TO BLACK +3-7 16' 2X4m SECURE TO BLOCK IWY4' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 WITHIN8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2xb,m SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL v** TA100ON6 TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CM WITHIN 8' OF: EACH END 4 J4' DRYWALL I8' OC. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER 2XB4m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MN. TAIRO" CA6Nr+ (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WNDOW WITHIN S' OF EACH END 4 TTACH TO 2X PER IB' O.C. MAX 61PACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" :� 118(D011_TO BLACK +3 3/4" as SCALE, Kt . 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX- 407-7744078 www.abdoeigngroup.com L AA S: 0003325 10 0 0 C i aysary 1 Jos' ABBOTT PARK LOT #18 BLK #10 PROJEC.rfp 04181.000-18101 UODEL• 4EBB "1828-CALI" GARAGE B VrMO: LEFT PAGE: DETAILS 160 MPH EXP. C 14�a4Ia 111 A M:07/29/20 CATZ: 1/4"=1'-O" 8EET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 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 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 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 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12496.3 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 2017 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 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 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 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 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 1SG76.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 1S279.2-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 OCT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FLIS216.1-97 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2071FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2027 F8CR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774-6078 FAX- 407-774.4078 www.abdaslgngroup.com AAfi 0003325 o a a 9UDDIV. & LOT: ABBOTT PARK LOT ##18 BLK ##10 PROJMT# 04181.000-18101 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH ME C PlIAPOIVIED CONTROL JOINT- PLANI M[ OF CONTROL JON" Td DE WIRED'NED TO LATH . 1' O.C. MAX (VERT.A N0$L DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS DE70ND EXCEPT STAPLES UV SLM MAY BE 6EC CONTROLLJjOIN T TIMP. DURING INSTALLATION -� FASTENERS TO DL SPACED--� . T' OL. MAX VERTICALLY / � b�3 CDAT CEMENT WIm LAYER R, FORTIFIDER ONLOING PAPER APPROVED METAL LATH FASTENED 01' (VERTJ Or- MAX AT SUPPORTS um LATER 91 STUCCO IIRM' WOOD SFEATHNG 70,a �i!iiiriiiii i - —4 WA m 10 LATH SHALL LVE G1 CONTINUOUS JOINTS CUT OQ STOPPED Ar � TIED AT EACH SIDE. PRDVIDE 2X4 SILOCKING PER ASTM C11063 PLACED RAT MAX. W TO s• 1JO.IA FROM CONTROL JOINT IUHEN CONTROL JOINT FALLS 04 L FASTENERSFOR LATH TO DE NAILS O! i STRUCTURAL STUD STAPLES N COPPLIANCE UV ASTM CI063 2. WIRE TIES TO 016 (NO. IS) OAR41SWITS A BLOCKING SHUSH MAY 0! IN ADDTO \ TO WALL STUDS REG211ED PER PLAN I O1M" TYPE CONTROL JOINT OtIIOI.D It.44C. R.A L FOLD NaAlaa . lK. A 2.ORAM - Pr. S • CRAM - Fr. C OI FOLD N2.0 - Fr. A 1.O.AN - Pr. S F � • ® LtrOLp ►.WID-Fr.A 1 CRAM - Pt. e 1 COWAN . Pr. C 4 raw PT. C ovm Pr. • TILL Pr.0 TOxmis 00R0r1 rLAMM r 0 GOTTam FLANM mmt TI.Nr MAL. POW. GQ I= CUT. IOC 3 COAT CEr'ENT TER (pp"m Im 2 COAT T PLAN.2 (aw LAYER %PORTPOM 2NG PAPER TIIAPE oLT) NnAu NICKp O At SDTrarr Q (COP . NRtEaG,CR. NOTE, _ SMALL LAFTED AA MNA"IM OF 6' . VERTICAL LAPIN (AO" 4•.4' SELF-ADNERM MEMDRANE FLASHING (COMPATIDLE UM FIOUIE 6' ENDS) 4 W . HORIZONTAL LAPS. WIUrAP MATERIAL) OVER 'R' ALL SEAMS rE® TO of TAPED LATH vERT1CAL LAP TO OE I' O WITH FOffl WAR SFEATHNG TAPE FLASHING FM�ID ONTO rips / I. OR LESS PIPE l S'>i' SELF-ADNERl1Yi MEMDRAFL PENETRATION FLASHING (COMPATIOLE W) W" MATERIAL) OVER 4k4• SELP-AMORNG MCMORAK FLAGH OVER APPROVED / I' rlel LAP . MTAL L.. •y� � - PLASINMb TO !XTlN$] ONTO PI!-! X X X — — — — OJT AND OVERLAP ONE SIDE OP LATH MLIF-ADMETAL FLASHING R.ASNRIG FM4Ci MCPIDRANE OJT AND OVERLAP ONE SIDE OP STEP 01 � R. 6NNG-ADHERMO tIMdVAt! STEJ02 WIm LAYER 9, T THICK 3 COAT CLIENT UM CO STUCCO uRAP I R STUCCO a�w,nr • r.f LAF �� T / FETAL LATH UM LAYER O. PORrp10LR Wlm LAYER 7, FORTFIDER I WAS LAYER 4, PORTFIOER DWLDNG PAPER PAPOR POSLATH dJILDSiG PAPER � FETAL POSTAL LATH \ I WIWI LOZYRAP • ELF '.*' S-ADHERING MBICRANE •� — anicFLASHING OVER 4'A4' SELP-ADHEA•1G MCPIDRANE INSTALL FASTENERS /CLIPS, PLASHNG OVER APPROVED WOOD SHEATHING STRAPS. STAPLES) AS FAWNED TO SCOW HODS!~. PLASNNG TO ED ONTO PIP! EMEND IPE/ PWIRE TO PRAM3Y- 4Sr4' SELF-ADIERMG ME IWLA►E PLAGHM OVER APPROVED HOME r nN uTH U11AP. FM-deMW1 TD !](TEJD GNTO rIPE LY, 4. O'/5R ALL LAP /'� ��� (> �AFEI t—LAE W CONY. DEAD OF SEALANT `J SCALE, I VI'.1-O• APPROVED HOUBCWRAP AIR WLTRATION BANNERBANNER OVER U SINEAT14THING �-INSTALL ELASTO'ENG COATNG OVER STUCCO) C.Y. FINISH IEEE TYP LLW.L SECTIOW ® KIC KO UT DETAIL "Turn Taw MAL neap OR S�� NOM AM OF FETAL PLASTER DAM SHALL DE SECURED TO PRAMM rS IMML THEY SHALL DE TIED WITH OAS416-N. (121-MM) WIRE AT INTERVALS NOT MORE THAN V (22%- M) AS PAR ASTM CIOS3 IAA PON REPAIR OF TEARS N WIm LAYERS, TEARS MAY DE PATCHED W 40 ME WRAP TAPE PER MANIF. SPEC. OR PEEL 4 STICK WOOD 01EA71 DUILDI PAPW STUCG ATM Fm WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. SECTION PER SECTION RIOL7 Ed.br bSIFs nd oiwb M Ex r'Ior uee of portland cement plasMx shell comply with 5R applicalim rwpimmems of ASTM C 928-12A. InaWlaWn of exledor IaNng and Iraming shell 22T* aMth ASTM C 1053-12A KITAldi DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN SLVD. LONGWOOD,FL32780 PH: 407-774E078 FAX 407-774.4078 www.abdesigngfoup.com AA M: 0003325 rr�74 C C H aRII I m II �o >lMO LTHDIV. 49 LAY ABBOTT PARK LOT #18 BLK #10 PROJECT* 04181.000-18101 MODEIe 4EBB 'r1828-CALIrr GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C SAUCER ROD BACKER ROD WRB LAYER M, STUCCO WRAP INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L 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 SIDES,Ys' CAULKING a JOINT ALL AROUN PER SECTION R703.7 Eldelfor I ftw and olae0e M 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. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 12, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL b' SELF ADHEBIVE— FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.Th. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAQ EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND NTERSECTIG STEP #1 STEP *3 �yPIZ WOOD SHEATHING Wift LAYER h, STUCCO WRAP WRD LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.G MAX V TOIi' MID -Wei , mn� ar.r�n b' WIDE STRIP SELF ADUGSIVE FLAMING, CLEAN MASONRY BEFORE APPLYING; �'- FINIM • MASONRY (�4 HORIZONTAL WEEP SCREED FRAME TO BLOCK) 8' WRB LAYER at, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WM LAYER h STEP #2 WRB LAYER 7, STUCCO WRAP APPLY 60 MIN INGG GRADE 'D' FELT MEMBRANE MEMBRANE FLASHING FL4 OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP U LAYER 02, FORTIF15ER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #S STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA e: O003328 74 � gs� b m ill BUBDIV. ae LOT ABBOTT PARK LOT #18 BLK #10 PROJECT111 04181.000-18101 MODELe 4EBB "1828-CALI" GARAGE BVfMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C a R07/29/201/4"=1'-0" A2 LEGEND DRAINAGE PLANE (LURB LAYER NI, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F'T-may —ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACIW-% * 'i' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD C§� BLOCK t 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA 0: 00033,25 7 0 z ABBOTT PARK LOT ¢#18 BLK ##10 PIROJZ=# 04181,000-18 01 MODEU 4EBB "1828—CALI" GARAGE 8wzr7G: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (LJRB LAYER "I, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOW TRnCT10N V- BEYOND WOOD M�ATWNG �aIeTTVe BANNER e�°aReIEeIReI��EaronVE x 1AW LAP Mom REVEAL ow-ADMERING FLAGWINd A4.�ING ` ! \ 6EA TNER �MaTIVE !TARTER STRIP / \\ \\ WEATHER �810TTVE WEATHER 1 \�\ �ADWET�Wrr y PL \ — GALV'D METAL GALV'D METAL '2' rLA011nIG W N-AaHN6 v-. v WOOD TRIM MEMBER / --` r4fim � / \ may, /ATI�'1 F!I'I R 1 GRAL GAP Wr-A6g m / OR APPROVED GRALANT CAAM i� SIDING TO STUCCO ® BLOCK TO FRAME �1_ __ TRANSITION MOOD C"TRUCTION \� �� IIIOOD MIEaTHNa WEATHER REaerIVE 064mER , WEATHERaaI��aeTIVE . / !1(�' X 1 i LM MDN6 woR \ aDNERN6 �ri 4 BATTEN! / I g R R1Nb s `Iwa° 1 3 ue� WNth �MeTIVe aTARTM aTRIP / \\ \\ WEATHERIR MaTIVE 1 � � �' 6' HERNG \ GALV'D METAL GAL W PLAMING an MARDTE Tit" PER ELEVATION WARDIE TRIM PCR 1 ELEVATION \� V OR APPROVED GRALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441N.RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.8078 FAX 407-774.4078 www.abdosigngroup.com AA a: 0003325 INN C b mill R 3 aUBDM do w ABBOTT PARK LOT #18 BLK #10 PROJECT/► 04181.000-18101 MoDmu 4EBB "1828—CALI" GARAGE 811iNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH m WOOD I \\ 1/2' TEXTURED \ FINISH tv CMU / \\ J METAL FASCIA \ ril WRAP Ye' FROM STUCCO, I' FROM ,' WOOD WALL \ `—EXTERIOR WALL \\ (FRAME OR CMU) \\ \\\ NOTE: NOTCH FOR 2X(o \ \\ SUB BAND ONLY ®ELE�)4TION � f=LAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • cm METAL LATH METAL FASCIA wRAP TWO M SHEATWNG cm WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER ---- - (FRAME ONLY) 2X6 BUD BAND ROOFING CEMENT DRIP EDGE � ©F'L)4N B METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) P EDGE, I' OFF WALL T INTO STUCCO) �— '-1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU —2x6 SUB -BAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x/ xx xx xx x x �xxxx x xx/ x SUB BAND DETAIL 0 WALL J. x ' ... x x x SUB BAND DETAIL® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING:, WRAPPED MIN.4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT p ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAK 407-774-4078 www.abdeslgngroup.00m AA N: 0003328 J p z�� Q y� 4 3i iD 0 113DIEV. , LOT ABBOTT PARK LOT ##18 BLK ##10 PROJECT# 04181.000-18101 MODEL' 4EBB "1828—CALI" GARAGE BIFMO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 03 VATS. 07/29/20 BCI%L=. 1/4"-1'-0' of ErmTT dV A6 _ _ _ ``; - - - - - FM-12X18 - - 1 - - - - FM-12X12 X NI 9 it 4'CONC. SLAB w� I Z. O m %; 1/2 I \\` 10'-0' i4g� . I z -I �� EXTEND FM-12X18 11 O 4' PVC SLAB 1 1/2' N I "�CHASE I \ \ \ 010. N F I SLAB \ \ \ \ . I \` \ ,\ LLI \\ ; \ \ TE-1 tV *5 1/2 T 4 6 1 3,_0" 5 'v 1.1 I N I I I. N zo Im I� I a I 4" CONC EXTEND 1 Wa w SLAB 1 SLAB t 1/2' 1.1 IN o. �-0 1/2 81 FM-12X18��2 ----J Vim[ N - I 1 *7 1/2 _ 3 Ii I o �I 2 jli4FMC-12Xl8 $1 FM-12X18 °r 1.1 1 ii 1 (MIN) (MIN)° - - - - - - - FMC-12X/8 - L FM-12X18 1.1 - - - - - - J o 4 I 4 1.1 1.1 14'-0" FOUNDATION PLAN SCALE: 1/4' = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, [INDICATES #6 BAF,I♦NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 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 2,0D0 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.630-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE -M- OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER t, OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 31/2' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8' SEE PLAN 10' - s FW12X12 12" CONTINUOUS 12" (2) #65 - + p•.p• FM-12X18 12, CONTINUOUS 18, - (2) It5's - (+)0--0- FM-16x18 16, CONTINUOUS 18' - s +0'-0' FMC-12xi8 12' CONTINUOUS 18' - s #5 IN CURB VARIES -24 4 24 24- s (-)0'4' CELL REBAR VERFICALLY W/ CONC. POUR TEXTURED FINISH 6' DMD s. ME.. 2.'0 0 4'OONC,.RENF. WW W 4 WWM ON 6M0. PO ETHYLENE BRIERON _ WELL -COMPACTED AR D CLEPN FILL. --EA-NT 9NALL BE BORACARE, Ills PEBIA CONTIMIOUE 4s REB.ON CHAtRB W/ V MN. COVER FOOTING) FOR Ott. -2- soI VEK1NOR 45. camACTEo EXTENDED MONO FOOTING UW/ BLOCK WALL 0 GARAGE 1 sCA E:IR'•1'-0 I N. RONALD REAGAN 8L LONG WOOD, FL 32760 PH: 407.7746078 FAX: 407-7744078 www.abdaigngmp.com AA M: 0003326 1 1 7 S Y Q 1.4 [avaDIV. ea LOT ABBOTT PARK LOT #18 BLK #10 PnOJECT# 04181.000-18101 "ODEL: 4EBB "1828-CALI" GARAGE OWEWO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATE: 07/29/20 acALE: 1/4"=1'-0" 8HEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr v CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND- SPACING REQUIREMENTS 1 �_ 0 CL SPACING REQUIREMENTS C mw m U w 1f _T_',. �s• .+.11r GARAGE DOOR RECESS U J � a Ir Q ...1 v - 1.: FM g � tap i 8' CMU WALL O w 8' CMU WALL I , . CORNER BARS, SAME SIZE AS LARGER BAR w w e' O IN FOUNDATION WITH 30' LEG EACH Ip = 10 r 0'-0' WA V AT ALL CHANGES IN DIRECTIONS •� TOP OF SLAB TOP OF SLAB I ... - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ?k. 14•BAR EXT. PORCH • SEE SLAB SCHEDULE SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) d3 18' EXT. PORCH SLABW/ -11ARI S SEE SLAB SCHEDULETOP OF GARAGE I.� .E ° o. ' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULEAT - °JOINT /CURBFOR MASONRY UNITS SET ELEV: 1/2' ISOLAION (WHERa •p4 8' CHAMFER (2-STORY) 24' W/ 1/2'ISOLATION 4' CHAMFER (1-STORY) '' 6• CHAMFER (2-STORY) APPLICABLE)- SEE SCHEDULE R5 30' JOINT(WHERE APPLICABLE) i -�-T—'i EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 42• N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=1'-° `2 SCALE:34'=1'-0' CORNER BARS DETAIL %4 DOOR OPENING GARAGE 4 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' 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' BTM. VERIFY HEIGHT O/CVERIFY HEIGHT NAILS, 2-ROWS, 4' BTM. OVER OF WALL W/ PLAN LAP TO OCCUR OVER STUD OVER OF WALL W/ PLAN LAP TO OCCUR OVER STUD W 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SVP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED j tap NEW REINF, BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 6. SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'x9' WEDGE ANCHOR W/2' BTM. PLATE TO BE PT. W/FLANGE 0 BASE ¢ g EPDXY. MIN. EMBED a TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J d 8•, UNO PLATE EPDXY 5-1/2' EMBED. MIN. ®16' OC SLAB W/10d MASONRY FOLLOW ALL MANF. SIMPSON SPH40R SPHB MAX. NAIL 16' O/C STAQGERED. in SPECIFICATIONS FOR N BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO m USE AND I PREPARATION OF ANCHORS W/ 10d x 1 1/2' RS WHEN T ORED U RED REQUIRED WHEN NO SLAB W/(4) 1/4' X 2 114' CO HOLE. COMMON NAILS FILL ALL to 4) UPLIFT IS PRESENT. TAPCONS w Q HOLES, DO NOT USE 10d w LU J oQp� X 3' 2 SEE 3LA8 SCHEDULE d [L SEE SLAB SCHEDULE a TOP OF SLAB _�=AND TOP OF SLAB4- CHAMFER (1-STORY) WCHAMFER (2-STORY) : �%,:ULE EQ. E0. EE SCHEDULE SIZE FOR WXD, BAR SIZE ADDING BAR TONTITY AND BAR QUANTITY BQALE: 3/4•_"°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 BQALE:y4'=,'-0 (NO UPLIFT) SCALE:&4'=1'-0' SCALE:34'=,-0 (W/UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS i 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE OSL. TOP PLATE SLAB W/10d MASONRY NAIL F at ...- Q� uJ 16' O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT to 8' CMU WALL REQUIRED WHEN UPLIFT IS PRESENT.T. Z +- 0'-0' POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE Ila 2X WALL FRAMING SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' t 0'-0' i — iFFORWXD, • MINIMUM EMBEDMENT INTO TOP OF SLAB e• ED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND °RED UNDER WALL AND 16, O.C. VERTICALLY MAX < D MONOLITHICALLY WITH ATION AND SLAB SEE SCHEDULEFOR ZE WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34'=1'-0' (NO UPLIFT) &0220TDI�N!G SCALE: 3/4'=1'-0' 11 SCALE: 3/4•et•-0' I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 401-7746078 FAX: 407-774i078 www.abdesigngroup.com AA M: 0003325 Z F O a C SUDDIv, & LOT. ABBOTT PARK LOT #18 BLK #10 PROJECT* 04181.000-18101 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DAA E: 07/29/20 SCALE: 1/4"=1'-0" eBEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" L44i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdaslgngroup.com AA R: 0003325 L'7 L7 O a Ll BVHDiR & W ABBOTT PARK LOT #18 BLK #10 PROJSCTp 04181.000-18101 MODSL• 4EBB "1828—CALI" GARAGE 8WVNF0: LEFT PADS: DOWEL PLAN 160 MPH EXP. C 1A 07/29/ 00 CALS: 1/4"=1'-0" itnrr HZET 71.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. Z •i as 1' 3 a p CLEAN OUT REQUIRED Q FOR INSPECTION CD - 0'-0' FIN. FLR. • - TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK =1— BAR SIZE 148 BAR DIA. Z W #3 18' #4 24' m ut U #5 30' #8 36' #7 42' HORIZONTALNERTICAL REINFORCING (D- SCALE: 3/ Z 2 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 5 } SPACING REQUIREMENTS I. F mW U fr W Z 8' CMU WALL jam^' TOP OF SLAB n TOP OF SLAB •SEE SLAB SCHEDULE IA. Z W a EXT. PORCH SLAB 8'CHAMFER (2-STORY) BAR SIZE 48 BAR D> n 4 4' CHAMFER (1STORY) O W/ 112' ISOLATION #3 18' m U • a JOINT (WHERE ^ 4 #4 24- APPLICABLE) Z - MATCH STEEL #5 30, 8' PVC CHASE REINFORCEMENT 1, THRU FOOTING PER SCHEDULE #7 42 8' PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 FOOTING 4 SCALE: 3/4'=1'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 www.abdesigagroup.com AA #: 0003326 1 �yp F tl�MIA 4 o � kbk 6 a o BUDDM as LOT IN ABBOTT PARK LOT #18 BLK #10 PROJECT* 04181.000-18101 MODEL 4EBB "1828—CALI" GARAGE 91RMO: LEFT PAGE: DETAILS 160 MPH EXP. C D TZ 07/29/ 00 SCALE 1/4"=i'-0" eHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1 Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON Hl OA OR LGT2 W/ IOd 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, S. 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'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER ® 16. O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 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 rc (psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (i)45 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CN08`0— SAFE LOAD - POUNDS PER LINEAR FOOT *-4-- SAFE OAD *-4--SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUS arse viom eF+ses eRsoaW elt!<4oW eRx4e elasOW TYPE LENGTH 8U8 SF8 RCARI TYPE LENGTH as -IT rw 012-17 BMW VWIT eFte0:7 VA01T row IPa41T w" IF214T eFssr VWIT raw rd (42') PRECAST 2211 rd (4r) PREGI8T 1026 1024 16I8 rd H2') PRECAST 1- :sa ew 4ax M Mal 7W ts" sea 04 404 4M e132 TM rd (46) PRECAST 1I08 4'd (4!') PRECAST 706 763 1308 rd On PRECAST 130 WOW 300 s/W 4an Was Won 1!1 aW0 ao0 a„a pan s,s son Nor (547 ��T law 4'd (541 PRECAST 602 6B7 1073 4'd (641 PRECAST Iw Wx0 JIM Wan 4xW 47" IM 1 200 2/07 s7W 4043 4711 IM F4' (MI PRECAST 1217 F4• (841 PRECAST 411 411 745 F4' (64') PRECAST tms zm s0 m am 4m +Ma me sae m m Wm 4m F-10' (70') PRECAST 1082 F-11Y (70') PRECAST 340 330 018 F-1M (M PRECAST t0s t aw am am ns 4s I07 3010 a00 atm Wm as Fd (76•) PRECAST 908 Fd (TC) PRECAST 607 721 490 Fd M PRECAST nI VII Wm s1 w ,0r I n0 1 Wes 1 2M I am 1 ens rd On PRECAST 74 rd Mn PRECAST 424 034 383 rd MI PRECAST m , sn aWa m tax 106 x0 xn as ets 74' (11r) PRECAST 664 6'i' (112') PRECAST 928 612 280 6'4' (112) PRECAST IIIm,t W4 tat Mal W00 m IOW I 1Me I so Im =4 sn 1Fd (12r) PRECAST 47b 10411' (12n PRECAST 264 401 180 10'4r (12r) PRECAST 60 m.J Ma 1 InI mH am ax I III 14nal IMA 2111111 1 111 11'4• (, )PRECAST 302 „',4(,36) PRECAST 8T 2B0 462 164 174(,SA PRECAST 474 01 Wj ta tv4.1 ISI Im w ear 1011a. 1372 11110A 1916 21111 1rd (II PRECAST 337 lyd III PRECAST 244 402 137 1 1r4r III PRECAST 4m w 7W1 0e im.1 no.1 ,W0 4n WW0 W lam Isla. am 11" (1eo') PRECAST 20 174' (1001 PRECAST 217 324 110 13W (1S0•) PRECAST 4 a0 as 7s , ,eD w 0 w Teo its 14 a tan 14'0 (ISO-) PRECAST 279 14'4r (188') PRECAST 205 203 100 14'd (18n PRECAST ax see W tx mod 1094. ug hol NO m 717 t00 ISI t H'd (178� P NA 14•d (176' PRE NR 2M W W-r (178") PRESIRF88ED n° 30 0W O en e10 aN 1 m 19-C (181 PRESTRESSED RR ,F4' (161 PRESTRESSED N.R. 250 83 1F4' (1641 PRgTFESBED Wx 230 MW w w MI m on is , M1 iM- ,rw Pm PRESTRESSED N.R tr4- Mn PRESTRESSED N.R. 104 64 tr4' (20B') PRESTIEBBED In 10 Ws xe 406 w m 740 es lee 1 11rW On PRE RR 7F4' Cam) PREMRESBED N.R 146 52 1" Mn PRE " WI m m Ww w 447 W0 ea x1 a0 1 21`4' Ow PRESTRESSED N.R. 214' ( PRESTRESSED N.R 125 42 21'4• Mn PRESTRESSED /a w Wx m 307 an m 07 w 7W1 m a0 I0N 2rd M41 P H.R. 2rd 011C) PRE NR 116 40 2rd G647 PRE n7 1A 10 >m sW W0 m m w w sN a0 as w W-V Mn PRESTRESSED N.R 2<+41" (P88') P N.R S1 39 2Cd Cme') PREBTAEBBED 124 ix ,n 20 W to xW w MW e0 402 "? W an +s aA w ea M4 100 1IDW (S) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (R) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES BY CASTCRETE MAY2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WS�OW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE 0: 1"126.03 oo�ommm �D�mmm m�mm000 oomomoo ��m0000 �m�E7000 o�moomo Om�O���Q1 00000�0 oomoo�Q■ oolmmomo OR�mm0�0 ODD©m00 �000�00 v0000�o oom0�mo 0��©000 000©000 0��0®gym 00���00 �00©©0 L----------L----------J LIFT BEAM PLAN SCALE: 1/4'- I'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX 407-774.4078 www.abdasigngmp.com AA #: 0003326 1 F C O ZD UBD:v. a6 LOT.il I BBOTT PARK LOT #18 BLK #10 OJECT 04181.00t-18101 MODEL' 4EBB "1828-CA11" GARAGE 8WWQ0 LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 34'=1'-0' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN, 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. 6. 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. F� F = FILLED W/ GROUT U = UNFILLED OMINAL # OF #5'S, IN 2N0 BOND MOTH BEAM COURSE 16-1 J1 70F B NOMINAL �� e. QP HEIGHT # OF 05'S, TOP IT IS THIS ENGINEERS INTENT BOND BEAM COURSE THAT XFXX - 1T/1 MNB INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEERS INTENT AND XUXX -1T/1 LODE INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .31hf' WINDOW SILL Z a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'4Y TYP. B'x8' m SONDBEAM TYP. 8'xl6' iO BOND BEAM 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BAR .yi: BOND EAM� GROUT SOLID FROM TOP LINTEL TO TOP OF BOND O OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8xS PRE -CAST CONCRETE LINTEL #5 BAR OF LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALE: 314'=1'-0' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 20 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 1B' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPOON 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 2x8 (MIN 2 X 3) 2-&16 TAPOON 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 OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 1 - SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3�4'=1'-0� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-77448078 FAX: 407-7744078 www.abdesigegroup. om AA #: 0003325 y C b b SUDDrv. ec LOT 1-14 ABBOTT PARK LOT #18 BLK #10 PROJECT# 04181.000-18101 MODELa 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS %160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' ° 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 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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. nve c� nrvu�r_ ocrucrxi roe iecee nw�� n n FRAMING PLAN SCALE: 1/4' = V-0' i441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH:407-77"076 FAX: 407-7744078 www.abdealgngroup.com L AA 8: 0003325 J L. sVHaiv ac IAT: ABBOTT PARK LOT #18 BLK #10 13PROJ=T# 04181.000-18101 MODEu 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C AA NO rpaAwT 07/29/20 9CMX.- 1/4"=1'-0" B*MZT s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d X 1 } NAILS TO TRUSS B-(2) SIMPSON HETA76 TRUSS ANCHOR WITH (12) 18d X 1 e NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 } NAILS TO GIRDER AND (2) SIMPSON HETA76 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12. O/C 'MASONRY BOND BEAM —� SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFM7ALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APTSYP#22'x4', 6', W x 4'-W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ENGINEERED WOOD TRU 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER, PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4'. 6', 8' x V-O' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \'—A-(1) SIMPSON LGT3SDS2.6 GIRDER TIEDOWN WITH (4) 1' x 5' TITEN HD TO CMU AND (12) SOS }' x 2 e TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH W, 2x WOOD FASCIA (2) }' x 6' TITEN HO TO CMU AND (18) SOS }' x SEE ARCHITECTURAL 3' TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) I. GALV. COMMON NAILS. (2) e x 57ITEN HD TO CMU AND 118) SOS }' x 3' IX2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20. INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE -ENO TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_ 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2706 LBS (2 PLY) TYPICAL TRUSS! is 1b 1c GIRDER CONNECTOR(S) SCALE: 314= 0 A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LEIS (2 PLY MIN.) C ALLOWABLE UPLIFT = $886 LBS (2 PLY MIN.) 2a 2b 2� TYPICAL ROOF B 4=1-0 GIRDER CONNECTOR(S) �— TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4'=1'-W (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4' T & 0 SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA. TRUSSES WHERE SCREWED A6 PER SCHEDULE TRUSS (DIAG. BRACE TO %-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING W/ 10dx1/2 HDG NAILS 0`0' TO 30'-0- (1)'X' BRACE SEAMS) 0 EACH END, TOTAL OF 10 30'-1- TO 6Y-0 (3)'X" BRACE SECURE 2x8 PT. PLATE R I (1)'X" BRACE DI CENTER TO BLK W/ DIA. --- FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' BOLT GIRDER V-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 1 �4 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EAT032 ' FOR 16 SEE ARCHITECTURAL MIN. EMBEOC P VA 10 N I-L 1x4 DIAGONAL PRE -ENO GABLE TRUSS MAX. SECURE GABLE T02xB PRE -ENO FLOOR TRUSS BTM. CHORD BRACING, SEE STIFFBACK (AS PER P.T. PLATE W/ 12d's W O.C. MAX 6/8' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ MAY NOT BE (2) 10d's 0 EACH TRUSS SECURE TRUSS TO TOP PLATE W/ (2) N OJ- F- REQUIRED TO BE INSTALLED 18d TOENAILS 1 d-0" O.C. MAX. DOUBLE TOP PLATE HT74 W/ 6/8' A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT T 3r WOOD ROOF TRUSSES 2x4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB & (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY SEE SCHEDULE FOR BOND BEAM RED. PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. `+ SCALE: 34'=1'0 (NO UPLIFT) NOTCH DEPTH 114`0 HOLE EDGE>5/8' HOLE DIAMETER c 2/6`D SGL. STUD OUTER 1/3 OF SPAN ONLY —HOLE EDGE>6/8' BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2'=1'-0' HOLE DIAMETER c 3/6`D DBL. STUD GIRDER/WOOD POST CONNECTIONS 5 1x4 BTM. CHORD BRACING W-W 0/0 —/ -- END WALL OR OTHER MAX., OR 2X4 BTM, CHORD BRACING END TYPE CONDITION, IF IV-0- O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0' BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 314'=V-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 rr� 13� 11D :a aUBDIV. & LOT. ABBOTT PARK LOT #18 BLK #10 PROJECT 04181.00t-18101 W0DEL' 4EBB "1828—CALI" GARAGE 8 IMG: LEFT PAGE: DETAILS 160 MPH EXR C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DWG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d O EA. 4`0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-W TO 30'-0' (1)'X' BRACE 30'-1' TO W'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE O CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENO) PLYWOOD SHEATHING, SEE 'ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES O 24' O/C, W SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12, O/C AND APPROVAL SECURED W/ (2) 12d's 4 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE: 3/4'=1'-0' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE -ENO GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O �.�PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) O 24' O.C. 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 BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN, EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's O EACH TRUSS TO BE INSTALLED O 10-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS 0 CMU WALL SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,8078 FAX 407-774-4078 www.a bdasigngroup.com AA M: 0003326.. _ _. � GG q I1 C Ra 9 0 sunDm as LOT: ABBOTT PARK LOT #18 BLK #10 PROJECT* 04181.000-18101 AMDEZA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH W. C K 20 [,DOATJC- CALE: 1/4"=1'-0"HEET s3.1B 1 1 q OABIE END ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 1 ZONE 1 = 23.79 P8F (33.79) ZONE 2 = 39.48 PSF (49.48) ZONES = 67, 16 PSF (77.16) 'A'= 4'1' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C. RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT ♦-0,18 ROOF 014PHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.&B, OR 1/2'COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH SO RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS Q 4' O.C. EDGEWISE 2X4 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 Sd RING SHANK, 2 1/2' 0.120' 170,000 RING SCREW SHANK 16-20 RINGS ER INCH) Sd SCREW SHANK 21/2' 0.120, PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2, INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESFI-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. Ed RING SHANK GUN NAILS ® 4' O.C. TOP & BOTTOM EDGES J =9. O LL 2 0O Q `o p R. a . C07 z 2 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORTRUSS RnnF SHFAFe7wNr:.,� omm �14 ==��a 11 ■MMMML 11 Emmmmm.`11 -___-_' - s e .. .. ROOFSHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS m 6' O.C. IN FIELD- P. EXT. SHEAThINGACHM OR ROOF HING (. . . TO BE STRUCTURAL GRADE �•- Bd RING SHANK GUN NAILS Q 12- O,C. IN FIELD or Sd x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.1 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL. MECHANICAL, ELECTRICAL. PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2D17, 61h EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.131ASCE 5-13 AIST SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. 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 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat 20 pal TOP CHORD-rKm-mncvrreM 10 paf B7M CHORD-gOn- mrtert DEAD LOAD DEADLOAD 1S pot TOP CHORD 20 paf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 Pat W No GYPCRETE) 10 paf STM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED-160 MPH3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C RISK CATEGORY IO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 101* UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PBf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pet, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: SOPS!, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf 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 2,000pet, FOOTING EXCAVATIONS AND SLAB SU&GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6 - STRUCTURAL TERRACE SLAB, CONTRACTOR SMALL SUBMT PROPOSED LAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SKAU. NOT EXCEED 5' M- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHNL COM+LY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C-94 OR MEASURING, MIXING. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BETIME-STAWED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN W MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSISHM OF THE TESTING LABORATORY TO NOTIFY THE OMENS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSEDTO EARTH ANDIORWEATHER: 1-17 FORN6 AND 8MMIETR ?FORB6ANDLARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FORSUABQ WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USO IN CONCRETE SHALL CONFORM TO ASTM C33, MMXIMUMAGGREGATE SIZE SKALL BE 31C. PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 6-ML CONONUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 8USS4NGROUND 04ERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED NTH ADHESIVE TAPE, FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SKALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REWIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 66. GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WERE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED TO OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AS1S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A816 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL SENDING 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 $HALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 23' 06 BAR - 36' MI5 BAR - 30' M7 BAR • 42' PROVIDE SILK 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 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 WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI SM/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm . 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM 0-478, AND $HALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTUNED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/S' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. 148 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy. 36 ksl FOR ANGLES, PLATE$, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy. 46 kei. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy - 35 ksl . 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 A323-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. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FED. 1100 PSI AND A MODULUS OF ELASTICITY. 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN %' OF HEARTWOOD. MINIMUM NAILING PER FBCR 2017, ft EDITION. SEE NAILING SCHEDULE ON PLANS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP M2. 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 A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPNVTCA 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 AS8.1-1952 HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS 70 COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE 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 PUN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AP0.1CATpN 911E TYPE ePACWp REMARKS APRCATIMP 91>E TYPE 9PACKX3 PENAPW.4 116PTFUM TO C-I-I OENEDCOA BARAOE DOMi BUCK 1N'Ow. TMCON MA90NRY I I1/Y MBED-l'ENO Mei„ MABONRYICC"C. NAILI-LONO. e,� TO MA90NRYAxXIG. ,0 WA9MER 1A9PENER e, IE-EWE0- 900u, EXT, DWRS CASE NARDENEDCOIL Y00 WBIOOWIDOQV FASTENED BMMEOCOABACK 1rs•ow. wi EXPANBpN CULT 1l•CK: 4'EMBEO., I•ENODDIT., IF PT,9EENOTEe N.11?LONG. STAOOEPED TOIM90NRY,CONC. WA K a EDGE OKT. --DICK CA9E HARDENED COx B•ac wxmowmopu FASTENED METAL-.. CONTACT THIS ENGINEER FOR SPACING IP PT. BEE NOIEB NAA 11¢LOND. .-MD eno MASONRrM/YIC. MA90MYPLMIC. REQUIREMENTS Ermm DOUR (2)0I18'MA. 'TAPCON' P96C 112' EMBBO. e•ENO. -O EARM10 WOOD 1- EXPN18wH 340.E 4'EMBED.I'ENp BUCK 21 PT, BEE NOTE B NO WABHiR FABTNEIR III 111E1E DUST. WALL TOCONL. SIRE W/WASHER BOLT DUST., 9' EWE OIBT. 91 PT WHDOWBILK 0.198°PAF.I LAP' B•OR: l'EN0.018T.,P 1I! PT TO STEEL COL., SEE WASHER BTAOOERED EM3E MST. NOTE B 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lK MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com L AA HT: 0003325 1E _ C lip Ti0 susurv. & LoaK ABBOTT PARK LOT #18 BLK #10 PROJECT 04181.00 -18101 MO>DEZ. 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH E C DAPR: 07/29/20 aCALE: 1/4"=1'-0" a*112S N 1