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8029 Sail Clover Ln
r i f 3/4' EXTRUDED — POLYSTYRENE INSULATION: R4.1 3/4' WOOD FURRING 1/2" GYPSUM BOARD 1/2' BOA 1/2" BOA B WAoLL SECTION 1/2' STRUCTURAL SHEATHING 2%4 STUD R.13 BATT INSULATION 0 GARAGE C WALL SECTION QWALL SECTION B CMU 5/8, STUCCO (REFER TO ELEVATION FOR BUILD OUTS) STUCCO STUD ;YPSUM to G/ PRE-ENGMEEREG TR99 j °.;"�E� gR.' K PER 09B OR 2.4 TOP M1E .'/II'0.1Y.00D EKIITWG PRE C.Bi'MEE rwnvAu R-n 9 RE PERIEIER TO RKYNNpW iID G0 cWNCWJIROMEtUOR OPENING (TNE1 WClUGE9�ERfG1WN13ND cTucm oLw'icl RICRT •cuNSTTNE E%BTNG ,2:4 P.T. BTM. PLATE EX*TWG8I6 �1 SALES OFFICE WALL SECTION vr•ra II' •m' 2D'-B' 12'-e' 3'-4' (2) -eH l2) 3052-6N EGRES& - - - - - - - - - - - aAICIA a�RIM I I 006s 6LD. = owm'S 0 sm s -- ---- VW GIA - BOOM r♦' aA b,_il. 7_5. 4,_4. b'-b' (_�• 0 4-_8, 8,_m. � � 4 o n m? v. R D ® owm'S "1 _ 0 i 636 mi ram' aOA rRrHaA g �I I 9 e3 --- ---- IV - 1 - --Tr' in ' IOPr,I I ;� 36SE60' oum 2, 6 Alre aA LAUI�tY (� - - n�•-reFl r�'aA �I 6 m R,N,OE bib Al II 1 6 -e' , 21-a• i /��i I ° , l ._0' CLG, v O 3 - -- O `11 1 BEDMM#4/ V. �e ----L G DW r� a& 11 IB m I K0 > Lf 2'-8' Y 3'-b' 3',-44'-91' I II'-6' ` 5MLARD IIUUBB r AS REa a j PER BLOM = B0i e1 0 In RE6CODE FOR 3'-4' 12'-8• 3'-81 2' H �kL I, ,) 9 3'-4' WALLb'-b' v ° A �. (2) 30s0 9 = !2) 2066 ®' DOOR W/ lU LOW. V FIXED PANEL DR mSALES OFFICEf2 r BATH02 01 H ram' ctA WAMNQ B.-B. - CENTER 4s•x4s• CLG. D b 0 PL. 47' B.—B. Pp fTpmm) iD 2'.4' ;T V. r Y CLG. l2) 306s w/ FRENCH 9 r♦' QA 36•XTI' DOOR IIY (1) TRAN6. FIND PANEL M FRAME AND FMI6H ADA RAMP PL N - WALL N61DE OP TO CW/ OMPLY GARAGE DOOR THRESHOLD AT DOOM" I MWR BECTION OPENNG, MATCH SHALL BEh' HIGFI (T1A)l) I . 4 MATERIAL6 PERp 1 I� m 3~ C 1-LITE ELEVATION ALONG MMY —FRONT (2)� 7-6H I 66 I-LITE DR DR ufl� -- - 2 ►TOi$ ---- TI•IRls110LD A7 bO30-Ffs 13 DOORWAY6 6NAL OF ORt . !3 10'-2' 3'-10' 3'_10.6' 2'-6' !.FACTOR . 36 EE Vl' FI10111 MAX V. FLOOR PLAN SCALE: 1/4' • I'-C' Vg41' 1. VL1LV• V LNNG L626 ea F.T. GARAGE 430 Sa FT. ENTRY M' 6a FT. LANAI N 6a FT. TOTAL 2362 as FT. wo aFOBIPa001D oyl8 OFOM BBIIME n01! wI M'H�D MM lawq mom Famm MN. WNDOW 1O 5 34/-45 CRITERIA rxTE'OOR 6WNG 10 5 33/-43 DR MN. CRITERIA 6COD. MN. 41 5 31/-39 CRITERIA 16" O)4D. 1* 5 282/-3L5 BASIC WIND SPEED MPH - 160 (Volt) INTBRNAL PRESSURE COBFFICENT t 0.1 B BLDG. CAT.-D. EXP.-C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODWIND PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DIM C TOP PLATE 9 �n BAR DETAIL NOTE' -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL 6TAND OR 2-6 SOLID DOOR GV RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENWIt PAD LOCATION WITH SITE FLAN. -OTHER OP'"MW E MIKEN THE GARAGE AND RE6IDENCE 6HALL BE EQUIPPED WITH 60LID WOOD DOOM NOT LE" THAN 19/&' (3S MM) N T141010E66. 6OLID ORHONEYCOMD-GORE 6TEEL DOOR& NOT LE66 THAN 1 3/6' (35 MM) THICK, OR 20-MNM PIKE -RATED 0001111116. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-T744078 WWWAbdoeWWoup.com AA III: 0003326 1 e S ° 6 avimrv. as L T11 ABBOTT PARK LOT #3 BLK. #7 PROJECT 04181.00t-0307L MODZU 4EBB "1828-CAI I" 04ARAOR filM5 RIGHT PAO& FLOOR PLAN 160 MPH EXP. C PRtNT DATO 11/20/19 =AIM 1/4'=1'-O" aiveNIT Al mn1m���.. �� - _.1�1110111■1110M.minm� l _ ' I"�f�■♦II�■ IIII I� - _����� ■■ ml IIII, FRONT ELEVATION ALE: 1/ . V-0. D NOTE, WALL FENESTRATION FLASFIBJG AS PER FBCR R103A OFF RIME VENT m'-m• FIN. w wlNc Asa Fr. NETFEEVFNTRATION AM IWR RED - Vm EWEDVSMATIdVARh - 2364/XID _ 7.11111 nATIDN AEA Rm INO•B PER FT. 41441 ILIA72 7Q N. MN. RBDUIMVENMTION - .SX SPa72 IN UPPER POm10N OF ATTIC sAs N. F RIDGEVEIRUTIONAR EA SAJS /13s ALROFVERIs RBOURRD - 43M ITITTALMVEWISPROVIDED S •ARGaC; I6TIE PEREEIEAOF THE NDLW. UM THE CIVOUfAM FF ORIDGE VENT DITERIOROiwNLT0017 OR OF WALL NO OY9I&WAM1 12 ON REAR ELEVATION SCALE: 1/4 . I'-m' TEXTURED 1-1141514 T Z = J,A m'•m' FIN. FLR LEFT ELEVATION SCALE: V4 • I'-O' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 1 W-m• BRG. 41GTr, 8'-m' BRG. HGT L] �o ------------------'---- -------------------------- im'-m' FIN. PLR. RIGHT ELEVATION D FIN BRG. W.T. -m' FIN. FLR. DECO. DTL. 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32700 PH: 407-7746078 FAX: 407-T744078 www.Rbdntgrlgroup.eom AA 1: 0009328 REAR ELEVATION SCALE: 1/4 . I'-m' TEXTURED 1-1141514 T Z = J,A m'•m' FIN. FLR LEFT ELEVATION SCALE: V4 • I'-O' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 1 W-m• BRG. 41GTr, 8'-m' BRG. HGT L] �o ------------------'---- -------------------------- im'-m' FIN. PLR. RIGHT ELEVATION D FIN BRG. W.T. -m' FIN. FLR. DECO. DTL. 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32700 PH: 407-7746078 FAX: 407-T744078 www.Rbdntgrlgroup.eom AA 1: 0009328 4 VFI sTusniv as ES ABBOTT PARK LOT #3 BLK. #7 PllOd>pQT 04181.00t-03072 MOn 4EBB "1828-CAT GAPLAas g1TI11TiNGS RIGHT PALM ELEVATION "D" 160 MPH EV. C A N n/20/19"=1'-0"D FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13)10d x 1 1!Z HDG NABS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/P' HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1Od x 1 1/2" HOG NABS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ I Od x i 1/2" HOG NABS, 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'} 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 IL-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS38, .177'' x 2 7/8' LONG, WITH WASHER 0 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.OA = 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 Irc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 axe 1 45 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR W PRECAST 8 PRESTRESSED UIJMMLS 8' PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PIF LENGTH 41w 3W M PIMCABT 2311 4'r M PR31CA8T II01 4V 164i PRECABf 11111111 Bf On POWAST 121T r-1v (M PRECArT 1IItI rr (M PRBDAQf Ia T'r wj Pmmu 74t rf tim PNEW 454 too' (Im PRYW7 478 11'f (13r) PREaw 3R mr (1447 pmmw 337 irf (Nn PRWABT 2U ur (Nr) PMOAR 2H 14'4r (17" PRIMNEIse® NA of ("" MIIIIIIIs1Ip NA trf Po) PR41IQ8I® NA W'f mn P1sn11ElIm NA 21'f on P2tsre18rm NA 2rr ow Iglnlelm NA wr Peer PA1i1Rl31m oo©000© 83I7m©00©0 ©©000©© moot mm©©©o0 i©oo�cl�-cr o©©no©�v-• 0©�©"K__" rl+! o©o©o©© o©00000 oo©©©BL7© ©000©o© oo©©o©© OD©��oo ©©©©©©© ©""0K__z©0 0©"©©K:m0 "©"0©©0 "00000© """©®mlm© �.7©©©©©© o©o©000 sI xr I r JIM I w 14et tree (4) TIE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR •ALLVALLUTMM FROM'IME LOW TAKW BT CAEDCAEIE MOW SM mmON •ALL PIIBGBTPR0D(IO(8 ARE TO BB 818'FALLID PBR WVAfACTU1f88P11101GATIM 31e• M PMOABT I= 1084 I= M (48') PRECABT m 7m I= M �) PRBWT 812 M1 1073 rf M'1 PRIM" 411 411 745 aw CM PPEGW 360 331 m Ir on Pmmm 107 721 410 rr M9 PNKM 424 =4 3M rf (1129 PMM42T 33I 601 m 1rr M" PREGIBT 2I4 4m UD 11'4' (13r) PMMW 210 40 1164 1" (140 F1r1'JIBT W4 402 13Y law ("In PR rmr 217 334 110 14LF (ter► weave 2U 2m we tea (178') PRE31mew NA m N 1M' (an PIiIReBBIm UK ZU a 17L' wn PIlI71 NA 194 M 1H• on PR1811 I NA m at 21W wri PIre11OBID NA 129 42 22'r 0rn PIQIISR9 NA in 40 W4r On P1MWMM NA M 0 SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 0I`0— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE I 41MT I - I ,PINT I 4P1MT I Q7M.R f Iitr NMT �00B17D©© B�©�OC7m0 00©0©�0 ODDOD©© �OClIQ�L^f���Q�Q� QQ - -• ©o�rQ�r�r!�I O�QQ!Q^C7�Q� (9) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • P189AU FROM= BY OMM TO M Wr ORE70=1 VA MrTAIMABOVE • PROVOB INBM4.OF BEARING PAR IACII BCE 011I1MDOW OPB1q PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE s: 16-0126.03 R--------------��--------------- — ----------------I--- ♦ 8F18-1T/0M1)B 8F1 -1Tl F1 -1T ♦♦♦♦ , ♦♦ I �u ♦ I BF UNO, PROVIDE BBI WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-W. UNO. 8RF14- 4•------- iLi14?ww i-----------ft I BF18-1ToAmB �_ SF20-1TMMM ; ♦ - - - - - - - - - - L - - - - - - - - - i L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J LIFT BEAM PLAN SCALE: 1/4' = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774i078 wwwabds@kM*up.com M B: 0003328 8 p 9 'e if O Y� �D 31LTOW a, IA1Z ABBOTT PARK LOT #3 BLK. #7 rno"=T Mori:. t-03072 4EBB "1828-CALI" GARAGs sWUZ: RIGHT 1PAGEh LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DAM 11/2, tCAUM 1/4"=1'-0" spin= 1111,. s2 99 1828-4EBB—CALI-99 HOMES 12602 TELECOM C>RIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-0715 SHALL �pM G GpOCX:, o s, `N01111 coos, vOp oS��EO�R� pHYRH11:►-� 0 NP O.tNE C1N �Q�. p p1N�GES P� 0 5 . P • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) •FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION ALL LOCAL AND STATE CODES • D�pp�CY _ gig k I,R01JP •CONSTRUCTION TYPE - VB •CBI, BAR FINS{ - ASS B •BASH: WIND SPEED - Vult-160 MPH •Emum _ vesXl-t24 MPH •I-STORY FolO a - • 2-STORY RESIDENCE -MAX. HEIGHT AS PER IDCAL AND SOTS CODES ABV. AAJ A" ALT. AMP. BD. CL CAB. CLO, CIA CONC'. CPT. CT D. DBI- D.G. DIA. DIM. DP. DR D.S. DTI. EA . ELEV. FR. Fx". F,XT. F.GJFX F.G. FIN FIR. FLUOR. FR.DR. FTC, GA. GAR. DISP G.F.I. GL GYP. BD N.B. x.C. THOOT:ORHT INS TNT, LAVA LUM. M.C. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMICTIE DRYER DOUBLE DUAL DIAMETER DIMENSION D DEEP AL DOOR DOWNSPOUT DETAIL DISHWASHER ELEVATION EQUAL ExxAus EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUNPFAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEILIGFT ER MSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METALIMBHO1D MTD MOUNTED MrL METAL N.T.S. NOT TO SCALE O.C'. ON CENTER PL PROPBN RTY"NE P.B. PUSH BU TU PH PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAR P.T. PRESSURE TREATED R. RISER RAD RAINS RIM R.A.G RETURN AI0. G REF. REFRIGFAATOR D ROOUUGIH OPENING S.C. SOUDCOREEXTDR S.D. SMOKE DETECTOR SIT SINGLE HUNG SITE SHEET SHWR SHOWER SIM. SIMILAR sL SLIDING SL.GL SLIDINGGIASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPEREDGIASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF STAB TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. W SHERROOF W. WASHER Wi WITH WD. WOOD wH W",`NDOW ERR HEATER W.I.WROUGHT DATE DESCRIPTION oJMM CD'5Il81 ED ARCHITECTURAL SHEET DESCRIPTION cum IOXT Fw XrDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG EL —ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS G WA3—WALL ASSEMBLY DETAILS P PG WA5—NOT USED PG WAS -WALL ASSEMBLY DETAILS gAf:Al CDTi RE-18tilED DRUM 50MELEVAT11"ADDED OyAf& COS RE- 04/1W FOONNGWABONPER MBOWIE 864W CDSIM-k81ED EG/ILIO ADDED QIIBI.E88 FOOIER AT ('ARKS DETAIL (PORT M'ERBJ 92MO PLAN MANTENANM 0!/1d1! RTMEED LMEL 50 AT ANON( EMRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 004" ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (PELBJ p�. /SAT /�.-S .i i HAW O{QMN� RENBED HVAC KiLI:'E8 ON SOFT CALL BLiIW.E RELDJ MMAS ADDED UTERbRMNO DEEP FWW DETAIL 12MA(az� LIVWx 1,0286QFT. C•AINAlf 430 Ga FT. LANAI B8 80. FT. TOTAL 23626Ci FT ftAA ADDED LED LIGNTB • KIT041N R BATH100" PER MARK BOU* VIA" ADDED STONE OPTION ELEVATION C N D (TAMPA) OVA ELEVATKXN W SIDWi-ADDED LOUVER •&ABLE ROOF STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.113-DETAILS PG S3.1C—DETAILS PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS.. IP ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THIN CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN P-r.l. THE ARCHITECT(RE Ro EN�GINEEEERR FORR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RM's IN WR1mNHAWN FORMS IN A TIMELY MANNER. AS D GN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-7744078 w .sbdeslpWoup.eom AA 1: 0003325 4 g fi sysniv. Alt L02% ABBOTT PARK LOT #3 BLK. #7 0�4 -03071 Hovul. 4EBB "1828-CALM' GA3WAGZ aTFUCCk RIGHT ]PAGM COVER SHEET 160 MPH EXP. C NO r]DAITM 9/12/19 U 1/4"=1'-O" T C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUKDING CODE RESIDENTIAL (FBCR) 8M EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBGR 5TH EDITION (2D1T) LINO. 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 OPENI4G PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 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 WALL 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 ANDOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 CARPORT'S 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTOBEATTACHED TOPERMITPACKAGE BYBUILDER AS PER SECTION R3025.1: 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 NTH SOLID WOOD DOORS NOT LESS THAN 13R INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I -A INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMIM NO.28 GAGE (0.48 R" SHEET STEEL 1-MN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. A$ PER SECTION R302.6 & TABLE R3026: 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %JNCH GYPSUM BOARD OR EQUIVALENT. arewm 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 CLEAR OF GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSMi W of NOT OCCUR IN THE FOUNDDA T ION& 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. 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 TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TITER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIKIBERCONSTRU CTKIN (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NAT04Al DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMIM NAILING PER CHAP TER S- WALL GONSTRUGTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SRALLCOWLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. S. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMIMAREA SHALL BE 8 FT . SQ. PLL N 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 P/." PVC (SCHEDULE 40), INSULATED WITH W 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 P2803.2 EKTCJtlOR WALL COVERN9i 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 11301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKTERW RNIMiEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �J" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND PATH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 10 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PO RTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KK;K-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-C1063-11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 117 GYPSUM BOARD. R3027. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES (CONSTRUCTION ADMINISTRATION SERVICES ARE MA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSURES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) l."l N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407.7744 0TO FAX: 407.774.4078 wwwAbde*Wngroup.eorn L AA •: 0003325 d u L ppp au"DIV. M L01! ABBOTT PARK LOT #3 BLK. #7 pmam 4 - 7 moaal- 4EBB 111828-CAU"P AAPAO! awOTo: RIGHT PAGIe GENERAL NOTES 160 MPH EXP. C AOL" A ABOUC MCM L AR NO 9SM J 9/12, 10 ECA U 1/4"=1"-0" NICE= kli GN 39'-V o ammonia 11 o i M M M G X p Z R .I o < Z . MM On i m . ;. WIZ fir wM firw 1SSm a 0 ';JI'11 ���m �� 1� ,' iME • JI 11 8 _ - . Mw Z r IMw o D II �YY Me O Me - o rp Lo 11 �1 FRAME AND WALL 1,0105 OF %�_ - GARAGE DOOR i -PER = mw MM 0 i f C i oIEBBEEIo DIEEEEEd o..�,o�- �� . —1— DIEEIoEf t . ...�. - \ol/Elo . -*4 ;$I SQ.FT. CALL. S LrAn U328 SQ. FT. GARAGE 430 SO. FT. @tIR7 Ii SOL FT. LANAI 88 8A FT. TOTAL 2.362 SOL FT. of OMMDCLBMUDLW= LW UD OIOBIE RMB EGOID dBR 1/Sllo• MITRE BONNE pDow 2111E 1gYMIMDMV RIIMD MRN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR &LI NG DR MR CRITERIA a 5 33/-43 SGD. MR 41 5 31/-39 CRITERIA W." OAD. 117 5 282/-3LS BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -I, Elie.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL KIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C TOP PLATE A M BAR DETAIL A ,GALE.IR•-r-m. ARCH DTL. IPg`�°�,'���F� 9 FLOOR PLAN ACTOR ? 9 SCALE, 1/4' - I'-0' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS I5ETWEEN THE GARAGE AND RESIDENCE SHALL EE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THIGUESB, SOLID ORHQNE7COMD-CARE STEEL DOORS NOT LESS THAN 1 "' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX:407-7744078 w .ebdes%pWoup.00m L AA C 0003325 , t 0 0 In g Ll stTIMly a Loa: ABBOTT PARK LOT #3 ELK. #7 0�4�T-0 7 mox"114 "1828-CALI" NSARAGA EWUM RIGHT PALM FLOOR PLAN N.160 MPH EXP. C L 'aR NO 937?S 1`1AD" wool, Dw9/12/19 BCAIM 1/4"=1'-O" SMII= Al SHINGLE ROOF FYF'CN 15KTIDcn OR EGIIIVALENT W-a' ESRG. HGT 16•X62• FYPCN DECORATIvE SHUTTER& OR EQUIVALENT 4' RAISED SAND(TYPJ 0'-0' FIB —I w� ate_ r Jl�iml�_ mill 11 �iiii ■■ ■■ �'�" IIII ■■ ■■ III' ' _ M 8'-&, MG. HGT.0 0'-0' FIN. FLR FIN. FRONT ELEVATION SCALE: 1/4 • P-O' TEXTURED FINISH NOTE: WALL FENESTRATION PLASHING AS PER PEICR R103A STONE VENEER TO EIE INSTALLED PER MANPACTUREWS SPECFCATIONS OFF RIDGE VENT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE AIMA OF ATTIC . 2354 S6 FT. NETFR$VOMIATION AREA FEMJI1I . y3w NEQMMVDMtATIDNARFA 2364M 7,118 AREAx Sa RNQ1Es PENFr. f1M1 - v3►n sa lN. 14MTUTION .PE4LV1MVEMIATION • .SX UK72 IN UPPER POIDION OF ATTIC 9036 3q N. i IUDGEVUMIA71ON AIEA • 3354AN.FERVER 9035 /215 sovvENrsRODIxREo - aRaasr a.aveNrsvaovlom 3 'AREIOF ATTIC ISTNE PEItlAVTER OF THE HMAL IF33 THE OVEFMNO MffMtIDR OF WYLLITO OCIENOR OF YMILL, NO OVEWUNOS INOLDm Min � � Llg� 1 71pll� N ----------------------- RIGHT ELEVATION SCALE: V4 • P-O' TEXTURED FINIew STONE VENEER TO SE STALLED PER MANIFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH _ _ I 0'-O' FIN. FLR BRG. W.T. -v b0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 . P-0' TEXTURED FINISH STOPS VENEER TO ME INSTALLED PER MANPACTURER'S SPECIFICATIONS DECO. DTL. HGT, -0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeaW group.mm AA N: 0003325 a O a 4 W�! aUNDIV. M I,021 ABBOTT PARK LOT #3 BLK. #7 PROJWT# 04181.000-03071 MODEM, 4EBB "1828—CALI" OAMAGN DTI INCk RIGHT PAO1," ELEVATION "D" 160 MPH EXP. C 19 DRINT w9/12/19 •CALM 1/4'=1'-0" A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MV O"T 20 AMP 1N2LE POL1 WV MTLU ary M"T N OF OYT.IT Ono m rnrA( am N&V OLRLIT SO~ 141I10 RAIL TIM1pTANT TrFIU 219V OUTLJLT (4) ARE OONlOTM �F Wa MTRIR! OUTLeT MOLD %ALT MTw SwCw 81KTOw MAT OP®L 6 TNRTo( 4.1YLT OPIIIL ii � U�LL 1'IOUflIo �/ LRM CKLN0 LAW © LID CLG UOwT O VAPOR FwDQ NN/T OQ Allcomm OA( !LL 40LLRT FIN• 00M eVMT. FAN I OM PM M FT. �T'T YLIOIR IOIN F'1R NS FT. F1OIA t1F1C'1 T1D M ® J-BILK MAP ACW J Aw71F0 ( YNT) )� rIWOI�K,TM a nudT..r:.e p� .g�8-• 6 1' tRAOL LwIR 0 PANEL db 1eTD! OSD. 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CAPA•' TT OF be a"OF d • LlDRr 11001y O110U0 I�PT AU.!1IIALL M PALLT CIICUT•M1111r1M PROTECTION FOR PNY@!NL ON g1D1IU • TURNO 1 "T NULL d NON FQMALLIC CAN" FwR ILI C70CX PROVISIQO OF �c,on1, • ALL &CW TO COLT INN • �•'�'•• PIIOVNLOWI O TL! �r2tV- • lam Or LtlNTMC 6 EM r RI.w6T mg 7"m mom I - CEILING MTTD. LIGHT TO DE INSTALLED, F'R"cm J-DOX FOR OPT. FAN \��-FIIlfFJ- EXTW-dJISHER LOCATION ELECTRICAL PLAN ECALE: 1/4' . V-m' OF)T. COACH LKsFIT LED LIGHTING ® SINGLE LAV. • OATH 4 I I I I - I I 9 I I I M I I I L I I I _� I I l t I I 1 LED LIGHTING ® DOUBLE LAV. OU)NEWO OATH 000>—rm,m sa��mm� 000 rnoo —•--'Ilolu md � mQ�Q� moo -- mTo o'F m_m��oB>� DODT"L'Zr'T•�O m 0���� r^Nas'a-TT-•r.C�Ci•m s7s•-7-r-r i7SEES ��� �wwwM!)• !:!� � T�7 hwwwwwwwR!"1•Ml�..ww 81•Bl•B7•=�881.8L www wwwwwN_�ww�wLJ Bt.B18»88M8)•81• VW-_T 7•E1w1lwwJ �wN1w�..�w�wfJ wLl wwwT✓•_�w�wwwl� - 810 O 81• 150 AMP ELECTRICAL RISER NOT TO SCALE. OliRAL NOTES. A a[CTINCAL IUTMIALA AND 61TA LATO1N SHALL COFTLT WTN MACTIwCAL Pwwl" P TWO 11111GIlL1NL COL LOCAL CODES, AD ALL LOCAL PMM S, ALL CCrCICTOM NULL K TTPI TNWTwN ULES" mom OTTam PWDVIDI 10 AMP, 0/4401 VAT, I FNAM 1100IOAR0 NJTCTIICAL NIRV= Pw vm 2 -1 COPPIR (Ow N I•Vr VA 1C►IMPLLE N PVC CCTWT opt PROL•q 2 7M ALUM4M (AL) N r DU 1GMICUJT M PIK Comp PLIES 1NWIC1 III PROVIDED Wr THE pLmcT1C Camp -a". COOIONATIF UN TN1 SLWT CCMPWXY N10R TO no. m Z0 2L. ES, CLL TWIN . M CU /( 2- CCww M 2 VN AL. 7HY1 • r* CU N r COMM". (POWT To 7II011MATT AN2VE 000M . Ore11wD1 COMMATIO( (INWICE DRCUMOCT SWffCN AM M NJCTRC romoR N NQ7A 2R NCLORI! "LwN Owl'" OA1IG RAIVIAIOM � lrRRln NT =l7 LOpD T OL. AT L.OW VOLTAOI QOIIOCT1011♦ I.A CU 1MVIC1 MOUO OON C= TO COMCNIM I ICAIID FOOTM 17m FIR N.ICTIICAL FIS VIIIONI OF INS MM" LDmQL0801 Nw' C" X 1►T LOTA COPPER CLAD dwONC AM 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-T748078 FAX: 407-7744078 www.Adl4r181oep.co AA I: 0003325 J � � a egg, $ W IL Q Q O O W �7 ■LTaD:rv. a 1,3 ABBOTT PARK LOT #3 BLK #7 >rnomma" 04181.000-03071 SWUM 4EBB "1828-CALI" GAItAOR swDd02 RIGHT PAGM ELECTRICAL PLAN 160 MPH EXP. C E D! TM 9/12/19 /CALM 1/4'=1'-0" x3mom E1 To PLUMBING PLAN SCALE, 1/4 " 1'-C' 2' VTR t2• KITCHEN �� I `. /rR SINK UY Vl' I AUTO VENT �`� ' 2• `� rf�'�r2• I .T�-I IR• � II/1�.� irI V2 1 Vl• 2' I r2. eilrTUB, I LA v ' S Z.I� 1 LAV 2SWILR 2. I I WC 2. Co PLUMBING RISER DIAGRAM L441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407.7746078 FAX: 407-7744078 wwwAbdoNWigoup.com L AA A: 0003325 8 W Q 1� O VF M.---, aysa:v. as WM ABBOTT PARK LOT #3 BLK #7 Pt?4zJ>OCT 81.00 _ 7 MDDM- "1828-CALM" OARAOR sraxCk RIGHT PAO& PLUMBING PLAN 160 MPH EXP. C IAA, ABOUCK4M L AR NO 9V0 i jtmm DATMk 9/12/19 MSCAXJM 1/4"=1'-0" 8313 'P P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT QdALL BE PROVIDED WITH PROPER CLEARANCE. FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS GWALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL 15E SEALED WITH GLASS PAB 4 MASTIC. AND INSTALLED A6 PER FBC 6TH EDITION (201) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS 6HALL BE APPROVED UL W CLA66 I AIR DUCT AS PER NPPA WA 2-3.1 4. FRE6H AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4 MEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 6. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &4ALL DE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTICN 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATWROOM16 CONTAINING BATHTUBS, 616IOIIERS, SPAS AND 61MILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TI4 EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH 11111001116, SHALL HAVE UNDER -CUT DOORS POR MACE -UP AIR TO ISE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRF✓6MOKE 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 F3C 6TH EDITION (20IT) MECHANICAL CODE SECTION 601. ID. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LSE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN RCEILING EXHAUST FAN A LIGNIT O/A OUTSIDE AIR T1 EM-06TAT m PA66-THM AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE 6TRAP TO CONC. CONWIENTN6ER ATTIC WU (2)-3A6W* TAF8949 BMPSON WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T d AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE GLAD %XI 1/4' 614T. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY : REFRIGERANT LINES CONDENSER UNIT AIR HANDLER 1 CONNECTION TO PAD EXTERIOR WALL 1 3/4' PVG CONDENSATE DRAM LINE NOTE' MAIN COND. DRAM 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB T REPRIGERANT LINES TO PLATFORM RIETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE VIN AN APROVED DRAM, AS PER FOCR 6T14 EDITION (2011) MECHANICAL BLD0. CODE SECTION 30'12.4 HVAC DRAINS SCOMATED NICKEL BRONZE FL. PL. FIN. FLOOR FLOOR OR COWTERSUiG GA. PLUG � SEE OPEC BRAGS PLUG FITTING OR EXTEN61ON TO COIL OR WASTE AS REQUIRED WADE 8240-K JOS00 AM 360 W61DE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI16PEC FIN. OR 1'-81XB' CONIC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nFLOOR SLAB CLEAN -OUT (TYP) nEXT. GROUND CLEAN -OUT STY NOTE, ALL MECHANICAL EQUIPIENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION MECHANICAL PLAN SCALE, 1/4 - 1'-0' 1441 N. RONALD REAGAI BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdaslpWoup.com AA N: 0003325 A K a p E . a 0 4 �o i i1U1lDIFi'. 69 Ir07' ABBOTT PARK LOT #3 BLK. #7 04181.000-03071 MOD=E4 4EBB "1828-CALI" OARAas Dwn+a+ RIGHT PAd3h MECHANICAL PLAN 160 MPH EXP. C P � D9/12/19 BCALlb 1/4'=1'-0" 829mmT M1 ��_g� _A 2X4 TOP PLATE � Y PRE-FAB TwJeb Id' 0 A WA— In' oRTUALL r/Y 2X4 UIOCD STUDS 024' O,c. a: YVO nV PARTITIONS SUPPORTING WALL WUN6x PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE AGED NOT MORE THAN 16' OjC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24- O.G. TYP. INT. WALL NON—BRG. D� SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER -0 PELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RLOSlI ON J' OAS. SHEATHING /8' GYPSUM BI OR }' CDX PLYUIOOD OR V2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (l)- '3 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS rm1PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-C' PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE I._m. PER ELEVATION ix FASCIA PER n p ELEVATIONS OA R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANLPACTURES SPECIFICATIONS I REFERENCE . STRUCTURAL 1/2' THIC,TC, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLP-� M2 P.T. FURRMG — STRIPS • 24. OZ. v CIMJ 1/2' GYP. ILL. BD: WOOD BASE — a.- d • 4 FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOS.LI ON J' OAJ5. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU88 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 4 1— STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4'.r•o' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D rol51 :.'.' �:•�. ���:I i ��� 1.1.11,E 1.1.11.••••• .�•:�:•:�:� ��� ►:•�•4:•S:� Iy�11������T�•�•�T1���:fiii. B GAS LINE THRU BLACK FIEERS-4 A88 SHINGLES OVER ►JJ0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R005JJ ON If' O.SD. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS VEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VS' THICK, 2 COAT-1— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. S' Cm I._,. TYR s GARAGE DOOR JAMBS D1 SCALE: I V2'.I'-ID' 2x BLOCKING NETUEEN TRUSSES PER STRUCTURAL DETAILS STIFPBACK AT ALL UPRKiI PER STRJCTURAL DETAILS PRE-ENG U.D. T16JB8— �x RAT RN SECURED PERJ 6TR=T/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FORUL INSATION IR-VALUES PER ELEVATION \ 5/8' GU'1 YPSBOARD OR 1/2, HIGH STRENGTH CLG. BOARD R-4.1 INSULATION UJINDOW ATTACHMENT AS PER MANIYACTUREB SPECIFICATIONS Jx2 P.T. FURRMG— STRIPS • 24. Oa V2' GYP. ILA_. BD. - WOOD BASE- W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, METALLED PER SECTION RB00.1.1 ON J' O.SD. SHEATHING OR k COX PLYWOOD SECURED PER I•-p. FASTENER SCHEDULE Tyr. MTL. DRIP EDGE O.A. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRJCTURAL DETAILS V!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMJ 0'-0' FIN. FLR a' B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE. !/4*0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-7744078 FAX: 407-774.4078 wwwAbdoeigngroup.com AA 0: 0003325 K$s. D O gg E eUNDIV 88 Loan ABBOTT PARK LOT #3 BLK. #7 P1wamm/ 04 00— 7 >1[OD2DL 4EBB "1828—CALI" GA>RAOS swaN 2 RIGHT PAOI L DETAILS 160 MPH EXP. C F CTORDA7?S DIF'A9/12/19 /CALM 1/4"=l'-0" 82111111= D1 A-BOLTb W @7DEDNMN► MN EVBLT FROM FLOOR TO [3��■�1ris�■� MI V V IM sce& 2X8 GAMAdE DOOR MUCK IW (►) ® VW A -MOLT! 4- s'eNOMENT MK WY 290 t14YlR ANO NUT SPACED • FROM 1LOm TO OAMW DOOR 1OR N JON% Fgtm TO PLLNA 1.2Xb Pr BLOCK • CB4tER OP ® DOOR WCACM IkWI)A'NS' J-MOLT! AND NUT. MAMrACrAM" wTALLATION MTM=TKNS u1fIE AICW MTIMUCTIONS AM, STRINO@R GARAGE DOOR l BUCK ATTACHMENT r.Sa r. r— LA I'x4' OR I72' P.T. NAILER AF/ Tbc4 P.T. OR % x4' MIN. SECURE TWRU FRAME 4 EXTEND 1 Yi INTO BLOCK W/ %' TANCON6 MIN. SWANK SIZE .10 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18. OC. MAX 6PACING DOOR CASING DOOR JAMB OR WINDOW ATTACW TO 2X PER MA PACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3/4 OR +5/4 IF + ` + 4 A SCALE: KTA. 2x4: m SECURE TO BLOCK IW TAPCONS OR (MIN. SHANK 64ZE J45 MIN. HEAD 61ZE 300 MIN EMBEDMENT 1 Y4') WITHIN 6' OF EACH END 4 Ib' OC. MAX 6PACING. 2Xb,m SECURE TO BLOCK WR-, TAPCONS(MK SPW SIZE .W5 MIN. HEAD 61ZM160 MIN. EMBEDMENT 1 Yi ) UT14IN 8. OP EACH END 4 8' CM IS' OC. MAX SPACING. JI• DRYWALL 2X&, l'X4' OR 17QP.T. NAILER SECURE TO BLOCK W/J-V4' CASING TAP'CONI6 (MIN. SHANK SIZE J, MR. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 TTACN TO 2X PER WITHIN 8' OF EACH END t MANUFACTURE6 DETAILS. 16, OC. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB 70 BLOCK +I-Ijr n A 79 \VSCALE. MCI +1-1 . ZX44M SECURE TO SLOCK W l TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4 ) BNTWN S' OF EACH END 4 NOTE, STRUCTURAL 2x I6' O4, MAX 6PACNG. MUST BE ON OUTSIDE 4 2xbm SECURED T141110" SECURE TO BLOCK LW2-%* NON-STRUCTURAL V.- TAPCON MN (MN. SWANK SIZE AS EMBEDMENT INTO EMBEDMENT INTO BLOCK MN. WEAD SIZE 300 • cm MN. EMBEDMENT 149 DRR YWALL WTHN 8' OF EACH END 4 OXWOR IS' OC. MAX SPACING. 17Q' P.T. NAILER 2XS4 SECURE TO BLOCK W/1-)114' 36' O.BD. X 4' MIN. TAPCONE, (MN. SHANK SIZE .WS CA6114G MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 )i) ATTAC 4 TO 2X PER UT14IN S' OF EACW END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, 5141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +1-13/1¢' ITDMDOIT TO BLACK +1-15/ 8 C 8CALE, N.T . 2X4,m SECURE TO BLOCK W/ TAPCCNS (MR. SWANK SIZE J48 MIN. HEAD 61ZE 3" MIN. EMBEDMENT I A') WITWN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm 8EC1#E0 TFIROUGW SECURE BLOCK LVJ-%' LWAL V TAPOONTO TAPCON MNTA (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 MIN. EMBEDMENT I Yi) 6, CMU WIT14N 6' OP EACW END 4 DRYWALL 16' OC. MAX SPACING. 2X8m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK LLVJ-i(4' CASWW TAPCON6 (MIN. SHANK SIZE J45 MIN. WEAR SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 14) TT ACH TO 2X PER WITHIN 8' OF EACW END 4 MANUFACTURES DETAILS. 18' OC, MAX SPACING NOTE, 6141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 4" rn1 •Di001f . TO ]SACK +2 1 4' 2X4s SECURE TO BLOCK W/ Ws' TAPCONI6 (MIN. SWANK SIZE J45 MIN. WEAD SIZE 300 MN. EMBEDMENT 1 Y1) i' OF EACW Elm 4 NOTE, STRUCTURAL 2x 16ING. IS* OC. MAX SPACOj MUST BE ON OUTSIDE 4 2)(6m SECURED TWROUGW W BLOCK LLVl.V .NON-STRUCTURAL PTO TAPCON MN. 144 (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. 14EAD SIZE 300 • CN'MU MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN 6' OF EACW END 4 'X4' OR 170' P.T. NAILER IVOr_ MAX SPACING. El 2X6m SECURE TO BLOCK U4-%' TAPCONS CABLING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 =JAMSORWINDOW MIN. EMBEDMENT I Y1) WITHN 6' OF EACW END 4 ATTACW TO 2X PER 10, O.G. MAX 6PACING. MANUPACTURE6 DETAILS. DOOR JAMB TO BLACK +3' Ek.tVSCALE. N.T.S. 2X44B SECURE TO BLOCK Wl Y.' TAPCONS (MIN. SWANK SIZE J45 MK HEAD SIZE 3" MIN. EMBEDMENT I Yi ) UT14IN 8' OF EACH END 4 NOTE, STRUCTURAL ZX I6' OC. MAX 6PACING. MOT BE ON OUTSIDE 4 2X0m SECURED THIROUGH SECURE TO BLOCK WR- ' NON-STRUCTURAL i(t' TAPGONIS(MIN. SWANK SIZE TAPCON MN. Ii1' J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT I Y49 6. CM WITHIN 8' OF EACW Elm 4 DRYWALL Jf• DRYWALL 16' OC. MAX SPACING. 2X8,m I'X4' OR 17Q' P.T. NAILER SECURE TO BLOCK W/J-%'2X 6ECURE TO TAPCONS(MN. SWANK 61ZE 710 UCTIIRAL MEMBER,µ5 )12d WITHN 8'OF EACH MIN! WEAD SIZE 300 D 4 b' TO 8. OC. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHN 6' OF EACW END 4 DOOR JAMB OR WINDOW IWOr- MAX SPACING. TO 2X PER MANUFACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEEDV) DOOR JAMB TO BLOCK +3' SCALE, N.Ts. 2X4= SECURE TO BLOCK IW(Ii TAPCONS(MN. SWANK 612E J45 MN. WEAD SIZE 300 MN. EMBEDMENT I )1) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' OC, MAX SPACING. SECURED TWROUC*4 2Xb,m NON-STRUCTURAL SECURE TO BLOCK VA -1/4' TAPCCN MN. I-& TAPCON5(MN. SWANK SIZE EMBEDMENT INTO SLOCK. .143 MN. HEAD SIZE 300 8' CM U MN. EMBEDMENT I Yi) • DRYWALL WITHN 6' OF EACW END 4 B' OC. MAX SPACING. 7(4. OR IW* P.T. NAILER 2X64>n ❑ SECURE TO BLOCK W1I-1/4' 36' O.S.B. X 4' MIN. TAPCONS (MIN. SWANK SIZE J45 CASING MN. WEAD SIZE 300 MN. EMBEDMENT 14.) DOOR JAMB OR WINDOW WITHIN 6' OF EACW END 4 ATTACW TO 2X PER 18' O.C. MAX 6PACw_ MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/16" G IF TO B + 7 N.T.S. 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIR SWANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 0' EACHI END 4 NOTE, STRUCTURAL 2X 16. OC. MAX SPACING. MUST SE ON OUTSIDE 4 2Xbm THROWN SECURED SECURE TO BLOCK WYt-V4' NON-6TIWCTURAL i(t' TAPCONS TAPCON MN. I-Yi (MIN. SHANK SIZE JO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3C0 MIN. EMBEDMENT I .) 6' GMU WITHIN 8' OF EACW END 4 JI' DRYWALL I6' OC. MAX SPACING. I'X4. OR I7Q' P.T. NAILER 2X6® SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCON G, CASINO (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACW TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4' H * + 4• 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 w Abdet1010oup.00m L AA S: 0003325 g a 8 $ 4o a W Will yll 0 O aUNDLLV. & LLATU ABBOTT PARK LOT #3 BLK #7 IM I MDW 1. - 71 OD=- 4EBB "1828-CALL" ANAGN ■T►IIKit RIGHT PAGM DETAILS 160 MPH EXP. C WATE OF FL MMA , iEP,19 t' A ARLzwm , D 9/12/1B IDCAZM 1/4"=l'-O" simm" D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17249.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 .1 N. RONALD REACAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.mbdeskgngroup.com AA 4: 0003325 W gr Q ` tT tT Elf. 0 evaa:v. as 7.0M ABBOTT PARK LOT #3 BLK. #7 P1R'+OJ>ol7T,/ 4 8 .00 -0 07 molm e 4EBB "1828—CALI" GA>RAOR DWINOt RIGHT PAGM PRODUCT APPROVAL LISTING %160 MPH EXP. C EP DATM r,pquxT 9/12119 eCAIM 1/4"=1'-0" e:s>am D3 PRlOIE'!D CONTROL .1pNT� R�YMtlE CP CMTROL JourE z 0! ERR® TED TO LAIN • V Or- MAX fv IQ T.A HQM 00 NOT HASTEN CONTROL JOINT TO WALL XYM P STUD EXISTS, B%EYOND maCSRT STABLES UV S sEMAY TeT CONTROL JOINT . OURM INSTALLATION ----\ FASTENEEx TO M . T• oa MA1,ER61rIe+N.LACRO-7 i TN %s COAT CENT / GRIND LATER a. roRrFeeR &TALONS PAPER APPROVED METAL LAIN RASTElD NOT fVIRTJ Or- MAX AT SUPPORTS Wd LATER t STUCCO ~ lUXV SIEATNNS OPI WN 0 10 M uTN EINALl JOINTSm JOINTS BUT mE STOPPED M TIM AT EACH SIDE. PER ASTM Cws PROVIDE 2X4 1JOJ,4 . T PLACED RMAXMAK AT TO S' PROM CONTROL JOINT E6lN CONTROL JOINT FALLS M Mom\\ L PYTOERS FOR LATH TO BE NALS d! / i STItIOTRAL STD STAPLES N CQTLLANM UV ASTM CISS,s 1 SEE TES TO mE INC. S) OO416' WI! 1 MILOCKINS MOWN MAY ER N ADd717 \ TO WALL &TUDS REQUIRED PER PL1/d OL FOLD NYMO a PI. A •P0.D OL . A 1AN10 e L C1II40 . PT. E L QEIYE • R. C OLIOD NIIYD. M.A 1 ORRAN a P,. E • ® L POLc NIIW . PT. A L OMAM L CIw. R.0 419{D PT. C ovm PT. E ILL M.0 TOUCHED '°TIC" ROME • Re 0 t01T01 TL.ME WltlR „Ert REAL POLO. m 11@ an. T rAM s COAT CEfIIR PLATTER HEMEA VP T CCAT QO.NNI FELINES raw Ule LAYER V. FORfFlml1! SULOM PAPER romew Ora,) N LATER t S,TUCCO aR MWAPE *L,) mgm AF" ROV= mUL.DSIS RRAP SMALLER LAPPED A MNNW C1' 4)14' SELF -A *4LM4M FE'TERANK 1 S' 4 V61ITICAL LAPS (ROLL rLM0110 (COMPAT11" NV NOUSt 7� ENDS) / S,' • NOINILONIAL LAM DAMP MATERIAL) OvER ALL SLAMS NEED TO BE TAPED L.ATm -.4wcAL LAP To ER r APPROVED NOIII! YRAP. WTN FORrN WGIAT400 TAPE FLYISNO TO �RSEb ONTO rlr[ I / P OR LENT PIPE / \ PEIlTRATIGl1 1ETAL LAM \ \ �C X X X X X X — — — — OUT MO OVERLAP ONE SION OF / METAL LATH SOLP-ADFlRNB M —J IT RASNRn STEP 01 See LATER t ]' ro=r, s COAT CEMENT STUCCO ( PLASTER CO PETAL L.ATM M VOL ERRS LAYER -2. FORTlImER tLAMI. FORTEREIER mWLD81b PATER INAR WM LATER STOCCO ,JII NSTALL :RiCLIP. WOW NAT"m STMAM REQNIp TO SmC1SE PM US! TO PRAMM 2 SC.ALE,rI vr.r-W Q KICKOUT DETAIL ~'yV � I a WTER TWIT SEAL (r0 OR .RLo.a m.reT an NIBESOTENR bI2Zt SUOE LAM OF METAL PLANTER BASES SMALL ER SEG7SED TO FRAMM MB'lERA TIEY SMALL ME TE'D EITLEEN SUPPORTS Ern! 0I410-N f121-FM) UNIONS AT INTERVAL& NOT MORE TEAR/ U' (22%dMMA AS PER ASTM CIOSs TA). FOR REPAIR OF TEARS IN UIRI► LAYERS, TEAM MAY dill PATCHM BMOLRE ~ TAPE INNER MANIl. SPEC. OR REEL A STICK SNEATNNS PAINNER r �T7 WOOD SHEATHING OR CM WRS LAYER 01, STUCCO WRAP (FRAME ONLY) 'i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRI3 4 TAPE OVER RROOFAIIAI 1 f5(' MED Z 5'X5' 'L' TYPE CONTINUOUS y i GALv. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATION& 5 "L" FLASHING N.T.B. 4• 61/' SRF-AOI ERINS TME-00" ILA IMM (COMPATIBLE W NOISE TRAP MATERIAL) OVER 4%V SEJ'-ADMENO M@SER" RAN" OVER APPROVED NOISE WPM. l LATER -2. /ORrl METAL LATH S,w' SELF-ADIlRMO ME GRAM E R,4S M OVER 4k4' SEL►-ADIEREO MEMBRANE P.AMiIO OVER APPROVED MOUSE ~. 4'R4' SW-ADIlRN91'E'eRAll K.40" OVtR APPROVED NOISE WRAP. W CONT. READ OF SEALANT INSTALL APPOCIVW NOIBEURAP AIR INFILTRATION BARRIER OVER ELAOTOME M COATNS OVER STUCCO/ CV. mmew em Tm U &I. SECTOW SECTION PER SECT ON Ma.7 ae1lMbEl11EEW Etlermr we of poMwd osm.rl pb.M .h.T comply AVm IN. NNPPfMOP r.q,mmere..f ASTM C 92612A IMhow-b n of -term WJ*g "tl Rnmp NOW comply wft ASTM C 10SX12A LEGEND OF DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84i-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdee4pgmup.eom AA 0: 0003325 owl a sysaiv ae soar ABBOTT PARK LOT #3 BLK. #7 041� 18 006 03071 MODRU 4EBB "1828-CALL" OARAGM swain: RIGHT PAOs: WALL ASSEMBLY DETAILS 160 MPH EXP. C E FFLOfiDA1O 9VM DA. Ak 9/12/19 WCAUM 1/4'=l'-0e 81�ss WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEI'ERN! FLA614NO OVER TOP. SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6EdHJCE OF FLd6F11eC TO BED L BOTTQ'1. ]. SIDES. 9. TOP YEW CAP 16 TO BE GET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO DE TOOLED 60 AS TO DEFLECT IUATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND NTERSECTIOFIS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDES. Yi CAULKING a JOINT PER SECTION R7M.7 Eldeftwft M� Exterior use of Portland cement planer shall comply with the application requirements of ASTM C 928-12A. Installation of exterior lathing aid having shall comply with ASTM C 1063-12A. UM LAYER q STUCCO UAUtAP HOODED VENT THICK D COAT CEMENT PLASTER METAL LATH 111110 LAYER ?, FORTIPISER BUILDING PAPER WOOD &WEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO vzzzzzzzd SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPRF OVER 'QUICK FLASH' PIPE THRt001YsH WALL 6' SELF ADHIMP FLASHING (INSTA PER MANIF. SPE BUILDING PAPEF UNDER 'QUICK P9 A VENT PENETRATION SGALE� RTA. ELEC. METEF VERIFY LO Mr 3 Z �IZ STUCCO SCRATCH SCATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I 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-POLYSLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE 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 HOUSUPAP FOR BOX INSTALLATION URFB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT SUCH TWA' NO MEMBRAM ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 60 M GRADE 'D, FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC t� 0= Eve, Ni 1: H: WOOD SHEATHING WHO LAYER It STUCCO WRAP Wq6 LAYER Q, FOIRTIFIBER BUILDING PAPER METAL LATH PASTM TO WOOD STRUCTURAL MR'1113111R • T' OL. MAX K' TO/1 1'+112IzIALL III !CI!!D 6' WON STRIP GULF ADWS" FLArnIO, GLEAN MAGOPWr BEFORE APPLYING V FINISH a MAGOISM ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' UM LAYER M, STUCCO WRAP CUT 'X' INTO 10 SELF -ADHERING # 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER M STEP 01 STEP 52 ti LAYER M, STUCCO WRAP STU AF'PL-Y 60 MIN - &VADE V' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP "3 ® WO [KMEMBRAME M �FLASHNG WRS LAYER e2, FORTIFIBER BUILDING PAPER STEP 04 ELASTOI-IERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 1 METAL LATH STEP "S STEP :*& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T746078 FAX:407-774.4078 www.sbdeswwoup.mm M 0: 0003325 p� O L Low TT PARK T #3 K. #7 00-03071 EBB 8—CALL°s rwnRG: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C D 'M 9/12/19 I SCAUE 1/4•=1'—O" WA2 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 — — — — — k 2 1/2' L CORNER BEAD (FASTENER 4 SPACING a '1' O.C.) c.Mu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwAbdee oWcom AA 0: 0003325 K A at Q C gg wulwiv. ae LOT: ABBOTT PARK LOT #3 BLK #7 PAOJDOT# 4 0— 7 MDDM- 4EBB "1828-CALI" GARAOX NVIENM RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C PD 2m 9/12/19 WCAXM 1/4'=1'-0" lslmcT kk WA3 LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — e'ro"DQmT""T'°" 8\70D !{iATMINi MATWW RlMSTNI 8141 6 m W TWW OW"TIVE �i bom FLAswoo •L� Ya •ADIlp f ` 1 � I""TNI STARTER 6TW `� 4 MATMK SAMMR IM"TNI QQ �� +�. &* OW-AD/t� IClL I 14 / AGNM CALV9 FETAL —' "VD FETAL 17 FlAWML � •xT R �� ceean �% � udoo °�raa i OR.T��VIYY l..K"°BI.LANT it IM—A&na SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 wv abdesl��oup.com AA •: 0003325 i Q � EE��iiii O 4�l U 0 etnmly as 102% ABBOTT PARK LOT #3 BLK. #7 04181.000-03071 MODEMA 4EBB "1828-CALI" GARAOX swnzo: RIGHT PAGa WALL ASSEMBLY DETAILS 160 MPH EXP. C f rA7E QF� N mm IUNT DP 9/12/19 /CAXJk 1/4'=1•-0" 82mam WA4 \ 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE METAL FASCIA UAtAP I� 1/8' TEXTURED I FINISH • WOOD I �� 2xa Sue BAND 1/2' TEXTURED FINISH • CMU / METAL FASCIA \� WRAP Ili' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN ,A ©FLAN B /�—ROOF KICK OUT REMOVED FOR CLARITY _ROOF DECK (BEYOND) , _40RIP EDGE, I' OFF WALL NOT INTO STUCCO) �— Il/8' TEXTURED FINISH • /WOOD, 1/2' TEXTURED FINISH • CMU �-2x& SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL A STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL IW TEXTURED FM6N • HOOD. V2' TEXTURED FMIDN .CMU x �..• x x x METAL LATM x x x x x U10 6NEAT14IN6 x x x x x x OR URB LAYER OL x x x x x x 6TUCC0 ~(FRAME ONLY) x x x x x x x x x x x x URB LAYER 7, FORTFIBER x x x x x x x x x x x x x BUILDE CPY) �A x x x x x x x x x x x x x x x x x x x x x x x x ROOPM CXP ENT x x x x x x x x x x owr EDGE x x x x x x x x x x x x x x x x x x METAL KICK OUT .. x x x x x x PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x �.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x 7L x x x x x _ .. • 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • 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/114'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 12750 PH: 407-7745078 FAX: 407-774.4078 www.abdes4pigrouµcom AA M: 0003325 gt 8 d AN O 3 a a sysDiv �r I.oTt ABBOTT PARK LOT #3 BLK #7 rioagw" 4 - 7 MOD=- 4EBB "1828-CALL" GAltA0Z 8WDIM RIGHT rAGM WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C SEPA6 D9/12/19 SQ&IM 1/4'=1'-0' D: Wl WA6 39'$' 9-4r 9'd" 15'-10, 3'4' 36'•2" 3'-8' S TT OP OF t9 SLAB • IF — —FMA2X12 — I — — — 1 — — _ — FM- I a I � 4" CONC. x SLAB I O a LF-24X24 I +3 12 1' 0 li r 1. 1 FM-12X78 XTEND SLAB 1 12" 4' PVC CHASE �l I i� i, I Tom— SLAB i �i I �I i� LL i i� � � i� i I 5'-T �i 15'4" b —b— TE 1 — — — — — — -J r. ' •I � I I �.5 12 e 21 171-8' 5 3.0. I � I I I _� �I I �I � I I 01 a -EXI - - - - - ,' SLAB" 1D12" 2 14" CONC. �� ao FM-12X18 m 1• SLAB 01 N 3 12 y al i I T-V I L1 - - - - LL 2 1-7 12 Y 11 I L 2X FM-118 — J MC-12X18 FM-12X18 FMC-12X18 4 4 10'-2' 3'-10" 18,_W 2'-8" 14'4r 4' 21'J" 39'S FOUNDATION PLAN SCALE: 11,V • 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-V. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WRH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS. DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. ENNDICATED 05 BAR, INDICATES YB BAR, OINCATES X7 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 (05 = 30", 05.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE S12E AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARNG CAPACITY OF 2,OOOPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530.13IASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13. USING: Fm= 1,500 PSI, TYPE "M' OR"S" MORTAR, ASTM C478 GROUT MW PSq, UNITS LAID IN RUNNING BOND. 16. VINE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'4r Or- MAX. SEE PLAN FOR WWII SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 91h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS BUS W1. 4U1111A OVER GENERAL 3 1- a MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3P LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. T LONG 8" PLAN SEE PU 1P - + 4T FM-12112 17 CONTINUOUS17 2 !St FM-INI8 12, CONTNUOUS 18- 42, en>t + -0' FM-18x18 16' CONTINUOUS 18' - + -0" FMC-1Dc18 12' CONTINUOUS 18" - ) OP. eS IN CURB F-24x24 24' 24' 12 - - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774-4078 wwwAbde• oup.com AA •: 0003325 pill 6 y 3t y Q O M UWVP =UDDIV. II L01! ABBOTT PARK LOT #3 BLK. #7 Fn sl w 7 moD 4EBB "1828—CALI" GANAGZ IIIIwDah RIGHT PAGIL FOUNDATION PLAN %160 MPH EXP. C DATA 9/12/19 MAIM 1/4"=1'-0" si 30" MIN. EACH WAY MONOLITHIC FOOTING t �-�rp Z STEEL REINFORCING IN GROUTED Z_ 3 I STEEL REINFORCING IN GROUTED • CELL SEE PLAN FOR SIZE AND p O CELL SEE PLAN FOR SIZE AND a I d SPACING REQUIREMENTS r SPACING REQUIREMENTS a t w w rA w 1 �{ , •-, ��..-t , p _ GARAGE DDCR RECESS _U y 6 I �FM •. � LU � N Z 8' CMU WALL O 8" CMU WALL � . CORNER BARS, SAME SIZE A9 BAR I w w O ro b Z ro - ..I IN FOUNDATION WITH 30' LEG EACH * w = � , TOP OF SLAB ' ' WAY AT ALL CHANGES W DIRECTIONS I ... • SO THAT THE STEEL REINF. IS CCNTINlX7U8 N y TOP OF 51� ... •(IVARIFS MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR EXT. PORCH SLAB W/ 1/r ISOLATION ' a ,• SEE SLAB SCHEDULE BAR SIZE 43 BAR DIA 4" CHAMFER (I -STORY) IB' EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4- CHAMFER _ I•I �'.I7 "w. CONTINUOUB 6TEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE Z;p. MASONRY UNITS SET AT ELEV'. JOINT (WHERE Ir CHAMFER -STORY) •4 2t• W/ 12' ISOLATION (1-STCRY) l . T 8' CHAMFER (2STORV) APPLICABLE) Z SEE SCHEDULE #5 , JOINT (WHERE APPLICABLE) Z •• 4 • EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOlXJOATIONS HAVING FOR VJXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Tv AND BAR QUANTITY *7 42" N AND BAR QUANTITY NUMBER OF BARS (1., 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 34=1'0 �f SCALE:34=1'-0 GARAGE 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" w Z STEEL REINFORCING IN GROUTED S NEW REINF. BAR O a SECURED W/2-PART S 0 a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS r CAPPED W FLANGE 0 I EPDXY. MIN. EMBED S", UNO < 0 BASE FOLLOW ALL MANE. U N SPECIFICATIONSFCR Q USE A N 8" CMU WALL 6 PREPARND ATION OF ol HOLE O b i Z K M 0 SECURE FLANGE 70 L TOP OF SLAB -A - TOP OF SLAB SLAB W(4) 114' X 2 1/4' TAPCONS T 4" CHAMFER (1STORY) EXT. PORCH SLAB W/ 12' ISOATION . SEE SLAB SCHEDULE 4" CHAMFER (1STORV) S" CHAMFER (2-STORY; Z w BAR SIZE 48 BAR DIA > 43 1S' `y U < .�• • n C CHAMFER(2STORY) JOINT (WHERE • 04 2C a APPLICABLE) Z ATCH STEEL 03 30" 6PVC CHASE i REINFORCEMENT PER SCHEDULE 06 6" PVC CHASE THRU FOOTING THRU FOOTING •7 br MATCH STEEL SEE SCHEDULE REINFORCEMENT ADDING BAR TO FOR MD, BAR SIZE AND PVC CHASE PER SCHEDULE BOLLARD MONOLITHIC FOUNDATION BAR QUANTITY THRU FOOTING J , SCALE: 3/4'=1'-0' SCALE: 3/4=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z o� w U Or p to S" CMU WALL 0 M= TOP OF SLAB I• SEE SLAB SCHEDULE Z Z - "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND -- :�-A POURED MONOLITHICJLIVWITH _ - - FOUNDATION AND SLAB SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32780 PH: 407-T744078 FAX: 407474-4078 www.abd••L�oLp.l:OlTl L AA 0: 0003325 p� U W III Y W Q n O tj stnmzas zJoln Av BBOTT PARK LOT #3 BLK #7 P1wjwTlp 04 0- 307 lwDz cu 4EBB "1828—CALI" GARAOR swnak RIGHT PAGM DETAILS V.160 MPH EXP. C AFICHrrWT- 8TA7E OF FLORA T 64W= Ao DA 9/12/18 BCAXM 14"=1'-0" 03cm= isi . lA DOWEL PLAN SCALE: 1/4' • 1'4r i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.ebdeQMaup.com AA •: 0003325 , a JUW r u 8 Qxa i O cy Y ABBOTT PARK LOT #3 BLK. #7 000-03071 mo� 4EBB "1828-CALI" GAMAas 81rDM RIGHT PAGIM DOWEL PLAN 160 MPH EXP. C I alb" DATM 9/12/19 8CALM 1/4'=1'-O" sir s1.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9) 1Od x 1 Irr HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA VW (10) 1 Od x 1 12' HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2' HDG NABS, 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 MATH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. UNTELS 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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X•ZF, POWDER ACCTUATED FASTENER, ZF 72 P8835, .177"' x 2 7/8" LONG, WITH WASHER Q 18' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. /2. 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 I 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. = THRCLGHOUT MARK DESCRIPTION (rc Wg REINFORCEMENT STIRRUPS REMARKS BTM- TOP MID 81ZE SPACING BBt MASONRY 3000 (1)45 N/A GRWTED SCUD 'CAST-CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST d PRESTRESSED U-UNTELS SAFELATERAL 8" PRECAST S PRESTRESSED LOADS FOR Ua.INTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS GaBA SAFE LOAD - POUNDS PER LINEAR FOOT ram~ SAPUF D *1a,.*► „„ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH an •s me rIgn rum a=MO D77D/D Rs � mr fit• roe warm one mom TYPE LENGTH 6U6 � RCAS1 TYPE LENGTH OF04T ~_ 4FWt run 4PIMf sma wrt "a 1Pa/4T 02" f 1P4D4T W." /aD4T �T (427 PSSCAST 7l31 m m m m m m tm 3'r (4i') PS[i/IST 1066 /ml 1M 3'r (4T) PSEGST m m m 4a/ m Dla lsl m 4• Na MUW4 11014 Im w m m AM m em TM 4a "n WAIDAW an m m m an Isl �r (An MErA' 7 m m m 4 (� Pm T w m m m 4• m m m 4• as Im m mo Im 1• m m sate Ala AO �a Pr Im PRECW 1M tm as m m 4• DIID m I fr On PWrAIT 1074 4'r On PMCAS7 lar m No m aY 011 WO m 4m w 1w m an Im trr m m m 4w a" SIM St4' on Pmrow 1217 Iw w m m w 4 6'-' MY PISCAST 411 411 746 Br Nn F4I MW tw Imb, as m m m e I• m m an tw IF" m m m m m 8,-Ir (m WADW I= IIN /m m m m m wa a-1P (M PIECwBT m m m MP (IB') PI mAT m ME w 4101 Ia1 m 4• • tw 1 m 1 m 1 m 1 m 471111 Ir M vREcABr 666 m m rr P81 PREGB7 >p7 721 m M Rr) PRR;ABf Ia "" s n � emie o Mu t• m m armil Ism rr on PFACAST 743 Ml Ifs m m m Dat m rr p61 PIECA6T 424 634 30 7'r Pn �' T Is m aH Aa 3m m •1 m la Im 1 IM 1 m 1 m 1 m 1 m Ir (++2') P1111CAST ap • ns In m DIM su m 6s pa) PISC/ 6T 320 N2 no I r (1YA) RSG16f P to m t moor m aN "a m m 4D1 • I an I on I las I IOA4 I m Nr (1>d'1 PP1WT 47S • • am 91/ m m 10r M"PSIMAST 2S4 401 1S0 mr (12n PREd167 • 47t w , sn so1• w m ea • • I Ilmol IMA Imol m I m I" din P11Bd1Sf 362 • w m m m m 114' (13S') PIECAif m462 Is11'< (an PRE(`/ISf 4P4 Im • m Ill I • w ua Iw m sm m al i we logo m 1Tr (I"-)P161CASf m w • tIM tsI m m m 1sr (Nn PNMgdT 2"402 m I"minPRBCJI6T 41a ! Pa m Ilow !mm so PJ Im 1• on sa m 4R • w m m 16n I" (pRwAST MI 4A Ts ws w 1 w I m m me (ND') PRECAST 217 334 110 trir (+6n PREMW a mw Wj Da mod I 4N /f 7DIt No "am m 41140 • /+w /w I410' (166') PRlCMT w ur (1r) FR WMT 208 L6 IW W-V Mn PWIOMIT r ! tr tilt m Ii ata m twee 4•tl 1 r!v / t w4f (17r) PSBIm NA M IN M IR M M M 14r (IM PIBI� NA S34 81 Kr (,76') PI�IR • D1D 1M • • • • • • 1 • THIN Ia/ 411m m m m stT >>s W-C (1S4') ImIrIIB6m NA NI IN 1R WE M I" (16n PIiR� N.R. M a NM1r (11n I A IIIItl1® s1 • "I • 4r of• • • Dtl I 411fl6 I• m m m m 1Tr W66') PI�IIiVIm NR III mM M 1r1' XV) PR8611m "A 194 64 ,T-r xn PIBOB6ID W • i • • is • • W • m w oo m 1/-0' Owl) PFii1B10 NR M M IP! M (23n P16371s66p NR todt 1/i' onPIYII� In t/ • • w I visol w • w so w w "r oj • ! • m t• tw 1fa irr �� �� NR M IDl M IN a 141 IN 21r On PI@TFAMM NR IZa 4= mw on PlMdllltllm to w sl Eli a• vD • er a m • • • tw ! w • w ttw m w f!r An II�F� NA M M M M M 22'r Xn PRSlil1l� NR IM 40 2'lr W"PIdR� m a1 • • ! w • i me iM 7D41 /f m to st • m • • m 911C (Imr) M IDl M M W4r On Wr On W • w i • m • i • ! • • w 1@ (0) THE NLMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (4) THE REDUCTIONS NUTABERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR -ALL VALMTAM FROM 1ME LOAD TABLES' BY CASTGiIE MAY 3616 WITION • P WAUROOUC78 PBY OMM TO1lETOR EX=VAIIRS STAMAWW -ALL PFtWAB7PRODUCT&ARETON MTAL1ID PLB, N4AlACIISISS 6PECIFICINIO4IS • PIOME►RSMFIM r OF BMW MIST 111140148OE OFWWW OPl14S PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE D: 1"126.03 L - - - - - - - - - -A- - - - - - - - - - J L - - - - - - - - - - - - - - � - - - - m - - - - - - - - -J LIFT BEAM PLAN SCALE: 1/4' = l'-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T748078 FAX: 407-774-4078 www.abde*WWouP.00m AA 5: 0003325 J lb 45 Y fu .6 aysaiv "" ABBOTT PARK LOT #3 BLK. #7 [FROJECTIP-0 7 moxam 4EBB "1828—CALI" OA1RA4s swDiOt RIGHT PAdIM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C I 1 STATE OF FLOIMA ;d10 9/12/19 [MRAMI LM1/4"=1'-0"�r s2 05 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10' HOOK s5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314-=l'-T Gt� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. P F = FILLED W GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PUCE LINTEL ACROSS TOP OF OPENING. 2, IF BOTTOM STEEL IS REQUIRED PLACE 45 BAR IN LINTEL 3. PLACE MA6ONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)s5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE UST TWO COURSES ARE BOND BEAMS WITH A 06 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH 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 UNTEL 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IC DEEP. s OF s5'S, IN 2ND BOND BOTH BEAM COURSE ��16AT/l / B NOMINAL —� HEIGHT s OF s55, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT s OF *5'S, BOTTOM THAT XFXX-lT/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST .31M A h WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 TYR B'xfi" 61 BOND BEAM TYP. 8'x78' ;D BOND BEAM 808 DBL BOND TOP OF BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM T W (1) 05 BAR .` SOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM Bx8 PRE -CAST CONCRETE LINTEL W (1) /5 BAR (L2) MASONRY LENGTH OF BAR = WDTH OF OPENING-2' ORBEAM DESIGNATION n WPRE-CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE. 146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8- FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1 W) 8" FROM EACH END AND 18" O.C. MAX. MIN IAA EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT t SOLID BLOCKING — 1/4') 8" FROM EACH END AND /2XI SECURE TO SHEATHING W 18" O.C. MAX. MIN 1AW MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4'=1'-0" SINGLE s5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO 6TEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE >6 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 w AbdssWlg up.onm L AA 111: 0003325 p� a Q 4 sysaly as IVTe ABBOTT PARK LOT #3 BLK. #7 r�oa>oas 4 -0 07 mozxm 4EBB "1828—CALL" GARAGM swtlTGs RIGHT IP a DETAILS 160 MPH EXP. C IATE OF FLOFMAOF FLOFMA SE 1 19 w �eoua�►cw► M NO 93M DATM 9/12/19 =AIM 1/4"=1'-0" S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 10 HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1 Od x 11,7 HOG NAILS, WOOD TO WOOD: USP RT1 SA OR LUGT2 WI 1 Od x 1 12' 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS 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 WILL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177' ' x 2 7/8' LONG, WITH WASHER a 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 D-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SWILL BE FABRICATED W/ A 2.8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILING, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP �j HLPTA75 USED TO BRACE TOP OF WALL. ::F I I a p N 2A N N II N N N N N I 3'1 rATTACH 4'-0" LONG 2x SCAB TO cis r=�= 11 11 I x / TRUSS WI 10d NAILS 0 WO.C. I 2"x 4ACCz e ES I I I I I I I I i =k 4t4_—�— FRAMING PLAN SCALE: 114' - 1'-0" CJ1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdoolpWoup.com AA 1: 0003325 J r p L O 2 _ Z Z p p O gg sUNDIV. as Loa! ABBOTT PARK LOT #3 BLK #7 0�4�0 7 1[ODsis 4EBB "1828-CAU" OARAOs swam: RIGHT PAO]& FRAMING PLAN %160 MPH EXP. C PA W A 9/12/1B a1CAL1� 1/4"=1'-0" » S3 PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" A� 1)USP HTA78 TRUSS ANCHOR WTH(9) 10d x 1 12" TO TRUSS. FLe178W S-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 80 1 ,Q" TO TRUSS EA STRAP. FLe178 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) Q, 2. WOOD FASCIA EE ARCHITECTURAL c SECURED W (3)18d ALV. COMMON NAILS. ENGINEERED WOOD Q SECURED W 10d TRUSSES ® 24" O/C, ALV. COMMON NAL6 SUBMIT SHOP DRAWINGS Y O/C FOR REVIEW _ AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U.2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ ! 1 b GIRDER CONNECTOR(S) :34"=1•-°* —NOTCH DEPTH 1/4'D O OLE EDGE>S/B" I' OLE DIAMETER < 25'D BOL STUD OUTER 1/3 OF SPAN ONLY OLE EDGE>&B' BTM. HOLE DIAMETER PLATE < 35'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-(" ENGINEERED WOOD TRUSSES a 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 1/T NAILS TO TRUSS EA. PROVIDE 4" MINIMUI CONCRETE EMBEDMENT. DBL STRAP, i EACH SIDE WRAPS OF AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WTH HEAVY UPLIFT CONNECTOR FLe17880 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W (3) 18d GALV. COMMON NALS. IF 4 BOLTS ARE USED 1x2 SECURED W 10d MASONRY BONG ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8' EACH WAY OF BOLTS 12. OIC SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L 1785 LBS (2PLY) B ALLOWABLE UPLIFT = U.9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) sc :"i-7 3HEATHING SEE .UFLOOR SCHEDULE" NOTE: FOR (A) W SINGLE PLY, A PT SYP 02 T7jB•X4•-0' MAY BE ADDED W 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE 2-PLY CONNECTOR. ' LUGT2 W/ (5) 1/453• POWERS BOLT& (16) 18 GALV. NAILS TO (2PLY)•FL17240(NOT SHOWN) ' RFUS STEEL CONNECTOR WTH (4) WEDGE BOLTS AND (12) WS3 SCREWS FLO= 8'-0' MAX (W 1X4) ,9R 10'-0" MAX (V1Y2(4) T 81175 UPLIFT LISP HTWM20 W/1010d TO TRUSS AND (4) 1/4•' x 2 1/4" TAPCONS TO CONT POURED LINTEL 1111900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. T COVER 7 APART REPAIR OF MULTIPLE 3MISPACED EMBEDDED TRUSS ANCHOR LSCALE: 3/4"=,•-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING8'-T CVC —/ SEND WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TVP r--� BTM. CHORD BRACING v SCALE: 3/4'=1'-0" (2) 2X4 No.2 SYP DIAL. — BRACE W (3) 12d ® EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0- (1) "X" BRACE 30'-1" TO 80•-0 (3) "X' BRACE (1) "X" BRACE 0CENTER (2)'X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER —� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 20 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W 1/7 DIA ANCHOR BOLT W T WASHER SET IN HIGH STRENGTH EPDXY B" MIN. EMBED. AT 32' OC MAX SECURE GABLE TO 218 P.T. PLATE W 12dsW O.C. MAX CONT. 2x4 SECURED W (2) 10d's ® EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 314"=1' 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 LONGAS THE NEW STRAP WAS 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 WND AND REGUIRE THE CONNECTIONS INDICATED. A FLAT OR TWST STRIP IS NOT EQUIVALENT TO A USP RT18A (FL#17238) OR LUGT2 (FLi17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE SUBJECT TO F1 AND F2 FORCES. 4 ALTERNATE MATERIALS L I SCALE: 3M"=1'-O 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774 4078 W W W AbdeeW*oup,com AA Y: 0003325 J a fie W 0 g MOM ae r oar ABBOTT PARK LOT #3 BLK. #7 3rma ' 4 - 7 3coaai. 4EBB "1828-CAU" OARAoa swtKch RIGHT PAGM DETAILS 160 MPH EXP. C ffTAlM OF FLOWA1 1 1 WX AW A AR NO 907?3 9/12/19 sCAIM 1/4'=1'-0' axasr s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS'r-T O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 2C 0 C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x8 PT. PLATE TO SILK W/ TRUSS PLAN W/ 12' DIA. ANCHCR BOLT W 2' WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32' OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10ds a EACH TRUSS TO BE INSTALLED 0 10' (r O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL 6 SCALE: 314'=l' o- 19 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdeoWngrotip.com AA N: 0003325 oft g C a t i `? o O gi; t st"miv. at =vas ABBOTT PARK LOT #3 BLK #7 PRO"/i 0- 7 W03" 4 4EBB "1828-CALI" OARAGN sw7N0: RIGHT PAO= DETAILS %160 MPH EXP. C DATO 9/12/19 sCALL 1/4"=1'-0" dl�P S3.1B 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No SYP DiAG WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-V TO W-V (1)'X' BRACE 30'-1' TO W-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1) "X- BRACE ® CENTER (2)-r BRACE DIVIDED EQUALLY STIFF13ACKATALL 2x SUB4 FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 X2, 2c WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W'(3)10d ENGINEEREDWOOD GALV. COMMON NAILS. TRUSSES ® 24" OIC, ix2 SECURED WV 10d SUBMIT SHOP DRAWINGS GALV, COMMON NAILS FOR REVIEW CONT, 2X4 RAT RUN 12' 0/C AND APPROVAL SECURED W/ (2) 12d'a MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W HHIP RETURN PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.6. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 W W W AbdmWngroup.com AA N: 0003325 r 8 $ e lQ7 p\' V W 7L O C1 g nuxXxv. a.:.oai ABBOTT PARK LOT #3 BLK. #7 P�eo 4 —37 MODM. 4EBB "1828-CALL" GARAGZ SIVEW h RIGHT PAO31 DETAILS 160 MPH EXP. C ZoAfft 9/12/19 fCJUM 1/4'=1'-0" error S3.1C oreU FKl ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 740 ZONE 1 - 23.79 PSF (3379) ZONE 2 - 39.48 PSF (4148) ZONE 3 .81.16 PSF (7-7.16) "A 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF OW-HPAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1Ir CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WTH Od RING SHANK GUN NAILS AT 4" OC, AT SUPPORTED PANEL EDGES AND 8d RING SHAW 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 N4 BLOCKING ALL PANEL JOINTS W IN W OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR, SHANK Sd RING SHAM(, 2 1/Y 0. 120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1(7 0.120' PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BREATHING USE 1/7 CDX OR 7/18' 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 S BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/IB" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP 8 BOTTOM EDGES W. Y Z z U m O J a z b z c 0 - . Y 7 L7 .J W Zc 3 OC VI to • a• 'm Y w TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING Tlu 11111 110 I Ell b o 1 Ell 5 m U BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GAIRa as N#DARN Sd RING SHANK GUN NAILS . � 6" O.C. IN FIELD ` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.SEL TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS® 170.C. IN FIELD or 8d X 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS ® 12-0.0 FIELD J\ TYP. 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 894EM NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONUUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSLLT ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2017. 61N EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRlCTURAL CONCRETE, AG 530431ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-70 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAW NGS 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 ARCHTECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK ALL AGGREGATE USED N CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3W PROVIDE 8%AIR ENTRAINED CONCRETE SAM TO BIRTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAIFBRED 311'. ALL WOOD FOR BEAMS, BEAR NG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOpONG, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Po = 1100 PSI AND MODULUS OF PROVIDE 649L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S/J.60NGRMlOAMHE INDICATED ON ELASTICITY • 1,400, DW PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRANANGB. SEAMS LAPPED S INCHES AND SEALED WTHAD ESVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SR41LL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DDT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AD 347. W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN %' OF HEARTWOOD. EXCLUSIONS FROM TH M PILAW: MINIMUM NAILING PER FBCR 2017, etN EDITION. SEE NAILING SCHEDULE ON PLANS WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALPROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND MOD COLUMNS WITH Zr STRUCTURAL LIMBER ON TIE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.02 SYP THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS �� MEWt AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK R TIE4)ES THE ADDITION OF NECESSARY SNORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. WELDED WIRE MESH SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG WOOD TRUSSIM' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED TO- OCEACH WAY.TO -, BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE RNATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SUB-0N{'iRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENNGS' SY THE WPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOLIO. REBAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPEDGALVANZED. DESIGN LOADS: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AD STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT MOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SWOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METALFLATECONNECTEOVVOOD TRUSS CONSTRUCTION:, AND "TPINVrCA SCSI V ROOF LIVE LOAD FLOOR LIVE LOAD 10 PSI AND VERTICAL BARS SHALL P 6 x BAR NO. UNSCHEDULED FIELD HAUUPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HAC HANDLING, INSTALLATION BRACING METAL-PLATEONECTED 20 Pk TOP CHORD norPcancummt REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 2S t8 BAR - 38" WOOD TRUSSES. 10 pM BTM CHORD noncondment 05 BAR - 30" 07 BAR - 47 TRUSS MANUFACTURER W ILL PROV DE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE W x W CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. 18 pot TOP CORD 20 PSI TOP CHORD (7 pqW ASPHALT SHNGLES) (10 pdW No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pd STM CORD 5 PST BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W NO UPLIFT. 1 Opd MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THBROLK OUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI WALL. TRUSSESJGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pd WIND DEAD LOAD SPEED =17) M77P SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 6 FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 ABBE EXPOSURE C, RISK CATEGORY II) S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 6 ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FlNNAL ATTIC LIVE LOADS: UNNABIABLE ATTIC WITHOUT STORAGE: WTH LAYOUT, SPANS B ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTH FIXEUNND :ATTIC 20p4/, HABITABLE ATTICS STAIRS: ATTICS SERVED NTH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) BALCUNTONIES (E DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ANDDECSTORAGE: AND DECKS: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER DR WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES'. 50p41, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: PROW HE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION SOW MASONRY: PLAN SHOW NOCOMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (AD 53W ASCE 5,7MS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUC AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTAPo ES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OFTURES OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR TO VERIFYCONSTRUCTION MA PUBLISHED BY THE SONRY STANDARDS JOINT COMMITTEE. SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE HEDJTRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SLOG( WALLS SHALL BE TWO -CELL WILLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE RE VIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARRCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT RE VIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM RUNNING BOND lNLE9S OTHERW SE NOTED. UYLP IMSONARV WILLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM CJ76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, VSS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAOMUM 31W CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10", USE ONLY MECHANICAL V BRATION WTH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURERINTHE FOUNMI MICA SIRE PREPARATION. TO CONSOLIDATE GROUT. LATEST CATALOG. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 W, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED LNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%-THE SHALL BE Yr THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOLD WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANOOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEOTECH. ENGINEER THE MATERIAL, FABRICATOR AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCREM' SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMER CAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 38 lul FOR ANGLES, PLATES, AND WSFAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B. - 48 WSTRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 lam. TUBE AND PIPE 2,500 PSI REGULAR NEIGH FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR HEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRMF SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED Y%DESIGNS WITH HSTORICR STRENGTH DATA FOR EACH SEPARATE MU( PRIOR TO R SHALL M DESIGNS. OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL T.SU CONCRETE SED CONCRETE SIRI EXCEED J-HRK1R TO THE ADDITIONTAFOF PLAEACH BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WTH ALL THE iEQURBM94TS O AD 301 AHED ASTM C94 OR MEASURING, MIXING , TRNISORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED THEN CONCRETE AS BATCH M. THE MUOWM TIME ALLOWED FRDM 04E N WATER IS ALL ANCHOR BOLTS SHALL BE GALVAN ZED STEEL. J430LTS ARE TO BE STEEL. ADDED TO THE YX UNTIL R IS DEPOSITED N ITS FINAL POSITION SHILL MDT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN RICH THAT A BATCH IS HELD FOR LONGER THAN 90 M01UTES, THE CONCRETE SHELL NOT BE RACED A SHELL BE THE RESPONSIBILITY OFTHE TESTING LEN LABORATORY TO NOTIFY THE GAINERS REPRESENTATIVE AND THE CONDUCTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REAR SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FMNMT044 8 FOR CONCRETE EXPOSED TO EARTH ANDGRWEATHER 1-VT FOR MI5 WIND SMRl1HR 7 FOR 06 AND LARDER C. FOR CONCRETE NOT E7POSEDTOWEATH ER 3W FOR SUBS WALLS AND JOISTS 1-1/2'FOR SERA AND COLUMN PRIMARY RB FORCEMBNT. TIES STIRR.PS FASTENER SCHEDULE WNDOW AND DOOR BUCK FASTENERS FASTENER MPUG110N BIII TYPE REYA1da8 MPLiGTON Off TYIE eMONO REYNYL I. —TO TO W9SMti/CONC CMEHYABA®COl NNL—LONG LCC OMIOF Wdi 0.10E TOWAONRYRp,Y w-GN NO WA91Hi MOONYNonY T FALTENER LOCI II? EYBED..fBODIBf.. 11?®OE CST IXT DOORS >t BEE NDIEL C/6E,NRDBNED COL YOG BTbOBi® wFODM/DDORIFbTB1® INTO YNBONtYK»!L MIGF ODpt&NIX iO YALOMYgONO ?DMw lw�&A3! ExP 4g—T 1Y O.0 A-EMBEO A'EIO dSf. )•EDGE Cbf wwww7Auu1 D 4EIMfABN®CpL N•D,D YET--- CONTACT THIS ENGINEER FOR SPACING •T. LEE NOIEL Ltl?LOAD ACGeR® rEi-orc® uALaNwY,coNc REQUIREMENTS EIR BWWO DJM BUCxh PT, LH HIES (B13n89M NO VAWBt TMttN^ F, 9T,fp 16'« I1?EYE®.rFfD OST.I ?®DE06f. NWAFAPoIY)Vg00 KL TO—. LI/! t? fil�HItAGN 2-M ATENBED.YEFD Wi WABIFA ' EDGE�B! T>, PTWNWwBUCtt Otb'PM.1 tT 9'CC 1-EN—T,11M T POSTEEL NL.Bk£ W,vvAB1ER 8iM3GERED EDGE VBf. NOTEa ISM SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL. SHALL BE HAND FRAMED 4. PAF SHALL BE HKTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETALEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND b. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 11441 N. RONALD REASON BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde&4pigroup.com AA is 0003326 F ` Z O C Y snrsa:v ae Loai ABBOTT PARK LOT #3 BLK #7 P1tOJ�OTI 4 0— 7 4EBB "1828—CAU" UAiRAos W WD4M RIGHT PAO11h DETAILS 160 MPH EXP. C F i-S ROLA. ABOUCPAM IAR NO 93MJ 9/12/19 1 A J)�?_ (64-1 O A