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HomeMy WebLinkAbout7820 Broad Pointe DrL a— r2) aoxz_ssu i I n PANTRY n 1 � � n Fa vA v e�Cu ( "v I i ti� I DMIGROOM i I 1 I I ? 1 W-0' CLG. 1 s W-4' P-4' n 3'-B' 2'-10' 5'-6' 2'-8' LAUN. 9 I LAN_ m IBc�LG. I� LIVINGROOM tR`•,%Dw. ;* OPT• ro Im W-0' CLC. A I �: X` J. 9 2-8- AI 8 cLr.OPT. - -' I� I I • 20 MIN o I I II . 14 1 1 tt 11 SINK I LIN.9 fill V RANGEb20 IBAT 2 AS REa m R_BH b2 w1 I� ---� O—� --J 8 e-0EAU'� PER SLOG. 8'- t.1. CODE 2'-4 6'-4, I� T-8 I _� J 9 @ 8G�0'AGE CLG. m 0 - - v 3 �;7BA t s I �W y BEDROOM #3 3-5H OWNER'S S[JPIE V> V-0, C1.G. 1" e' m' CLC v 36•x60• a BEDROOM#2Shut a 8' W. W-0•c4A I I m 3052-sH I I I IE:GRE EGRESS s I 1-H5 SCALE: 1/4 . I'-m' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CAM'S MASONRY / FRAME WALL LEGEND LIVING 1,504 Sa FT. W-O' BLOCK WALL UNO ON PLANS BRG. HGT. VARIES GARAGE 390 aSa FT. ENTRY 31 SQ. FT. LANAI 86 $a FT. TOTAL 2011 Sa FT. 4' INTERIOR IN®AD BRG WALL UNA. ON PLANS 1 4' INTERIOR NON LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'8' -ALL EXTERIOR DOORS TO BE 8'-O' UNLESS NOTED OTHERWISE COIPOIBIT ND CLNIONG ■D LONIB IMM MID EIr Ol IM FO8 0 SEOOID OIBIS OI9808 80IMIE 201E IIOYHMDMA FE WIIB NBTRE FOUrAE MIN. WINDOW IV 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SG.D. MIN. 41 5 34/-43 CRITERIA *010 OA.D. 1 112 5 3V-38 BASIC WOAD SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CON8p1 DA75 C DILL. TOP PLATE 0 BAR DETAIL A SCALE:I I.-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77446078 FAX 407-7744078 www.abdesigngroup.mm AA #: 0003325 Ll Z m � h FO 0 YL Z A yy4v5 0 m $UBDILO V. & T: ABBOTT PARK LOT ##26 BLK ##8 P320JECT# 04181.000-26083 MODEL: 3EAB °1504-ALLEX" GARAGE SIFMC;: LEFT PAGE: FLOOR PLAN %160 MPH EXP. C DATE 11/20/19 scALE: 1/4"=V-0" SkMET Al d-15'-10' BLDG. HGT. FYPON BRACKET ®KTIIXII OR EQUIVALENT � SHINGLE �� ITYPJ b 4' RAISED b' RAISED BAND BAND b' RAISED A 7B I I I BAND /TYPJ 8'-0' BRG. HGT. _ _ _ _ _ _ _ _ _ _ EQ. _ 8'-0' BRG. HGT. 8'-0' BRG. BRG. NCsT. EQ. COACH LIGHT O I I 4B I 4' RAISED BAND (TYP.) I I I m 9 I I 0'-O' FIN. FLRtt 0'-0' FIN. FLR 0'-0' FIN. FLRo, FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T OFF RIDGE T /OFF RI� T b REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH F-1 ip i0 .D �9 0'-0' FIN. FLR. -------------------- -------------- --------------------- 8'-C' BRs. HGT. II I I I I I I I I I I I 0'-0' FIN. FLR, LEFT ELEVATION SCALE: V4 + I'-0' TEXTURED FINISH OFF RIDGE T OFF RIDGE T FIE] --------------------- ------ ------ ------ ------ RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH .0. I I Imo 0'-0' FIN. FLR BRG. HCsT. BRG. HGT. _p_0• 0'-C' FIN. FLR LOUVER DETAIL A SCALE: 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdesigngmup.eom AA #: 0003325 A w a O Wu o i SVHDIV. de LOT ABBOTT PARK LOT #26 BLK #8 PROJECT,p 04181.000-26083 MODEL: 3EAB "1504— ALLEX" GARAGE SIF MG: LEFT PAGE: ELEVATION "Y' 160 MPH EXP. C PRINT 11/20/19 DATE: SCALE: 1/4"=r-0" 8IDgET ADD FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAi6 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-O% FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (Poi) SIZE ZH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — 1 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE TOAD �► /► Y�•�Y'�^TYPE SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS era® sin W1240 s7an elan dFwN mme aPMm wm4s i ds erw4a eFae41B swan TYPE LENGTH &1B we RCAR) LENGTH �n sear eFtatt s120 eFutt WWV eFfutr 00,2r eca{n aw4m atasn swear son awa2r T-V (42') PRECAST 2791 aM 3M 5tm NOT aM {eat I= r$ (4r) PRECAST 1026 1021 1588 8'$ � PRECAST tee{ 2M aM 4M eM mat 7M wo ON mla 1547 N74 1104 iiM law an =4 404 On etas 7M 4,$ PRECAST 1866 =I M NO 4M aM 7pl mn 4$ (49' PRECAST m m 1309 4'$ M PRECAST no ata5 aM M5 NM a w all;(4e7 mp MIN "ISM7 dsi4 INN11M -1 on =15 aM M5 Mo ap5 ears 4'$ fm-) PRECAST tso ,M alto Mt airs 4M W0- m-- 4,a" s PRECAST 592 �t 1073 48' (64') PRECAST t757 2m 9N 33M 4W 4111 oars 2W 4375 m13 7aA MR 1a114 flap MY tale VW SM 4M 4 l NN B4' (649 PRECAST 1217 1M un tars 2M mm ON 4M (e47 PRECAST 411 411 746 S4' (64") PRECAST tors m = m alp MI M2 tap 3m pea 7a47 101211.5'4• Ma MG 22rs ape aM aM 4522 6-10• (Rr) PRECAST tOB2 11N ,tm 1051 mm rs4 SM 34" V-10' (75•) PRECAST 348 939 616 5-1(• (M`) PRECAST one ,M NN 3107 aM 4133 �1 un ON 71 71m prs ON t5m tam zp a,m aea5 41aa ff$ (TIT) PRECAST 908 12N 2n aM apt mm 4M Wet ff$ (M PRECAST BUT 721 490 S$ PRECAST am t t 217a 301 m 12N 2177 340 011 NO 1 SM.p5 14a7 ,M 2M 2M mat m12 r$ Mn(90') PRECAST 741 I= mN 2M 2M mm Ma T$ (80') PRECAST 4Z4 694 383 T$ l=o") PRECAST 727 i Nm nv alas tmt 1729 ieol SM Mt asi e4rt 72/ 1251 1p4 205 a42S s27 a22a ff4• 11 PRECAST ( 554 M lids 1M 2M 3486 late ads2 ff4• (112� PRECAST 928 812 230 ff4• (1127 PRECAST M 7N 11 1n1 lei 21a7 2MM Ids 124a 1M rse4 91N aM M M n7{ 1M 1M 27M 2ma ( 2B•) PRECAST iff$ 1 475 M M Is? 2M 2m 21p 2M 1ff$ (128) PRECAST 284 401 ISO 1ff$ (128') PRECAST NO m5 ma „ 14m 1 =I aQ top 1M 2M 2M RN M MEW M II! "n ,ids 2M ZM 114• (138') PRECAST 382 M {N 1M no alp mm 4000 714• (1381 PRECAST 280 452 i54 17'4' (198� PRECAST M low 1 15t 110 M M tads tM 240 mzr 4M 4N dsf ,o4a" 1a7t tM ,ms. 2tn 12'-0' (144� PRECAST 9S'7 M vs t254 "m 2Ms 9M ]M 1T$ (1"') PRECAST 244 402 137 17$ (144-) PRECAST 470 M 724 M 11 i ww M n7 1281 1M zlp mN 8dsP 410 M M 17N 1 tai4a dsrs 13'4' (160") PRECAST 206 471 7a6 lam uta Im 23" 2M 13'4• (16n PRECAST 217 324 110 17-V (1W) PRECAST eta ads ds7 Ids M 1 INIS a71 7N 1M "a /M m10 2M M 400 ids 11N 141 1 ten 74'$ (16n PRECAST 279 124 IN iM lap 1M 2121 200 W-W (1#6) PRECAST ME 203 100 14'$ (16n PRECAST aN ads M 7M M 1 12m 44x M 1M tM ten ra rs90 Na 425 717 tap , 1 ids! 14'$ (178') PRESTRESSEDNR 1R NR IN N4 Ni Im PRESTRESS® N.R.284 B1 11'$ (176') PRE M 24a 334 M 572 M M , ors 1a itm 40 7p 1M tars 2M 2m7 27Yt 15'4' (1M') PRESTRESSED NR Nt Nt 7R i4a Ni NR 7m 7R 194• (1S4) PRESTRESS® NR 259 83 15'4• (164-) PRESTRESSED 2M 2m ® M ids , m1 1 tars 4/2 71a iM iM dsN mta iT4' PRESI N.R Ni m 1r4• Wn PRESTRESSED NR 194 64 1T4• PUT) PRESTRESSED900 1n 187 M 740 M ,m19-C M nD(208') M ads 7aae 1M Zan ( ") PRESTRESSED NR mw m Nt m m Wn PRES'RIESSED N.R 146 52 1ff4• (2 n PRESTRESSED 1p 1N C20406. ut am my 4ds ids tan im 1615 im 214• �7 TNE.SIRESSED NR /m N4 N4 N4 Im N7 /m 21W (/56') PRESTO NR 125 42 21V• On PRESI� let tat ads W 4ds 721 M M S048- ids aN M M ttu 7M tM 22$ MC) PREITIM ED N.R. rn IN Nt Nt Nt MR Nt 2T$ PHI PRESTRESS® N.FL 116 40 2r4r P54') PRESIAESBED 1n 1n ors 819 4dsMM1N M M M alb M 7N tOn 12ds iM 2r$ PM PRESTRESSED NR NI Ne NR Nt NR Ne N4 Z•$ On PRESTRESSED NR 9t 33 24'0• (a n PRESTO 124 124 ,A m NY a,a 342 416 4,a M 402 757 M M ,m 2ds 4m M em ,ads ,az (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ARE PERCENT ADDED REBAR. ALL VALUES THEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE If: 16-0126.03 T_ T-0' f . T-W I LIFT BEAM PLAN SCALE: 1/4" = V-17 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww .abdes(gngroupxom IL AA #: 0003326 4 Ul w pC U ~ W � N J W 07 a s A jLj SUSDIV. de W ABBOTT PARK LOT #26 BLK #8 PROJ=T# 04181.000-26083 MODEL" 3EAB 1504- ALLEX" GARAGE 311TNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ROLAND A ABOUCHACRA L AR NO 93723 A PRD'1T 11/20/19 DATE: acALE: 1/4"=1'—O" SHEET S2 MMMMIN 99 • 1504-3EAB-ALLEX99 WITH qj �VAILINCS �yLL WORK HALL C®NIPODE, CODES FLORA CTRIC COD C Iyp,'TI04''IAL ELF ®F zepwRIAILLE AND THE CITY ORCIINANCEE H \A4 OMES RE,, of Z �xxA' 12602 TELECOM C)RIVE, TAMPA, F1 33637 Tmi: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 EEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .RMM SUna= �, , gTI iOCAL1I ($01T •AIL };pl,'AI, AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH - CLASS B *BASIC WIND SPEED - Vult=160 MPH Vend=124IIPH _ •i—STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE AD AIRCONDITIONING AD]. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZPG DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DEL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ EQUAL EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FMR. FLOOR FLUOR FLUORESCENT FI DR e�Tc� R GA. GAUGE GAR.DISP. GARBAGE DISPOSAL G.F.I. �EUND�F TCR2CUT GM. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB Hoa. HEEADEER COS HGT. ORHT HEIGHT INSUL. INSULATION BHT. INTERIORW/H LAY. MUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH, PLY. PIL PIT. R RAD. RA.G. REF. RM. ILO S.C. S.D. S.H. SHT. SHWR SIN. ST. STD. STD. SWS TEMP' EMP THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. W. W/ WD. W.I. LAVATORY LUMINOUS MEDICINE CARNET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PRESS URETREATED RISER RADIUS RETURN FRIGERAIR TORIl,L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHOWERNG SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAS TYPICAL UNLESS NOTED OTHERWISE WASHEERPRooF WITH WOOD WIND WROUGHT IRON DATE DESCRIPTION MMgS CONSTRUCTION DoculmwB ISSUED ARCHITECTURAL SHEET DESCRIPTION pJRvg PLAN MAINTENANCE PG CS -COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN P1—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 PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 0M&" REVISED LINTEL SIZE • ENTRY 064VIS ADDED LED LIGHTS TO KITCHEN 1 EATNRDC98 PER MARL EMS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR N0. 12079 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S LIVING 1,•J04 SQ, FT, GARAGE 3W 50. FT. ENTRY 31 SQ. FT. LANAI 86 Sa FT TOTAL 2�01I Sa FT. STRUCTURAL SHEET # DESCRIPTION PG Sl —FOUNDATION PLAN PG SI AA —DETAILS PG DETAILS S1. PG 51.2—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 SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR THE INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED OF FURTHER DETAILING IN THIS DRAWING 0 EXPLLANA ON IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RE,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO Im's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroup.com AA S: 0003325 a • � c0 4 o SUBDIEV. & LOT: ABBOTT PARK LOT #26 BLK #8 PROJECT,P 04181.000-26082 MODIiCIA 3EAB "1504-ALLEX" GARAGIC SWING: LEFT PAGIH: COVER SHEET 160 MPH EXP. %Qff ARCHITECT' STATE OF FLOFtlDA JAAES D,, . 09>25/19 a :1/4"=1'-O LML GENERAL NOTES WM WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 61h EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WNDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANA, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SWILL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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, CONSTRUCTION OBSERVATION 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS DRAWING. SERVICES FOR THIS PROJECT. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE SERVICES TALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: GAUGES AND 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1. GARAGE DOOR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET AGRICULTURE AND CONSUMER SERVICES." B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNNALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUiBR10 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) NTH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNNIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, l/T THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. PI MESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . i441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 'b o 9NUHDIV. Ae LOT ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 MODEU 3EAB "1504-ALLEX" GARAGE SVrMG: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C FYPON BRACKET OKTIIXII OR EQUIVALENT V RAISED BAND l6 I LICIT 4' RAISED BAND (Ty '.) 0'-8' BFW.. FRONT ELEVATION SCALE. V4 • I'-0' TEXTURED FNISN I� 6 OFF RIDGE T SHINGLE ROOF (TYF'.) 4' RAISED b' RAISED BAND (TYF'.) OFF RIDGE T 8'-8' 15R3. HGT. BM- HGT. 0'-0 OFF RIDGE T AREA OFATFIC 2232 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA 2232/300 7.04 1071.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .SX 1071.36 PORTION OF ATM = 535.68 SQ. IN. (HALANCETO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. FERVENT TOTAL# OF VENTS REQUIRED = 4.65808 TOTAL# OF VENTS PROVIDED 5 ,0B'-B' BRG. HGT. �BRG T. REAR ELEVATION SCALE: 1/4 • P-0' TEXTURED FNISH ■ ■ I I-m. I I I I � I I I I I I I I I I 0'-0' FIN. FLR1. -----'-'---'-----------'-'------------- ------------------'--� '� -0'-0' FIN. FLR 8'-8' BFW.. HGT. I I 46 I I I I I I I I I I I I I 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FNISH OFF RIDGE T OFF RIDGE T E El ,i8'-8' BR3. HGT. ,I,-0. A -0� 0'-C LOUVER DETAIL A WALE: In • I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-774.6078 FAX 407-7744078 wwwabdosigngroup.com AA If: 0003326 a D mZQ U a ,L,I1 LL y�� ¢ 8LTHDIV. S. X207 ABBOTT PARK LOT #26 BLK #8 PROJECT 04181.00U 26082 MODEIe 3EAB "1504- AL=' GARAGE BWDgG: LEFT PAGE: ELEVATION "D" 160 MPH EXP. C nn� RIGHT ELEVATION &CALik1/4=1' SCALE: 1/4 • I'-0' TEXTURED FIN18H aHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Inv OUTLET 70 AP SINGLE POLE IDV OUTLET 4) IIOV OUTLET N OF 42U71./T WRD To"ITCH @I IIOV OUTLET omww mumv PAL gl[RTIlR (TAMPER ]GOSTAM TOM 220V OUTLET ru LOOK CONNECTION 1 ExT.IDATERPRDv CUTLET GROUD=LT NTSISWTIER GUTCN SUTCH 3-WAY OPM $4 MATC14 4124Y OPlR FO WALL MaETeD LISNT CEILING LIGHT © LED CLG 1.1014T O N. VAPOR IONDOR LIGHT OM=WW CAN VMLL SCONC! M\-RBED ANT. PAN 1 CW I FEe SG FT. VENTT, PAN IIBL1014T 1 CM PER SO, R. I look v 19XTU I rSPE A M BY � 7-ELB WISP ® r L ) ARq►O PL 2-EU.0 WRAP rwwE' CE PNTJ }� Y RJIOIESC7NT W PLUOIEOCET p CCO CC 4' TRACK LOW PANEL g� METER OSD. a'ICKa DETECTOR y� L�J "Ll. MOWED, SMaa OEIECTCIR RATr. s4ae.u. SEyS� ® 6/CO cAlarn e4ol4E cow NR r�-caF►KTED SHALL BE A DISTANCE OF NOr LESS T16N 4' mcANT L10 47 Ll� NATURAL Gm CUNT ► TELEPHONE JACK WATER WRATER 7Q7r Aar e DISCCNECT ,LLB. AIR CONOMnON2tl 00CCNOCT I' TELEVISION JACK LNG BOX mommic O J-BOX TG s sU'FORIED N ACCORDANCE RV BOX AS 0CW FOR a caLNG PANILISHT TO BE etANCE MY M N ACCORDANCE or BOX AS Sl INAR®M SUCH role RG� 24' INCANDESCENT LI&W STRIP LIMIT STEP M' INCANDESCENT LISHr S7RR• ROOD I— F SECURITY VAY KEMTAD • PA rubw. NTTON I rom o~ Um PORT • LOCATION OF TV JACK* A FRIONE OUTLETS a FANS TO BE VEINED A NOMEOYNER PLR! -CONSTRUCTION MEETNG • ALL 0 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PIeD1/1810M8 Q ATY EDITIDt! r]OM) N NEe 21012 ROLL EDITIOII EFAGE • 20 AST DEDICATED LAUNDRY GR'UIT. • an• ISLAND (NOT ON KITCIDN CIICWT) • OU N496 NM DECONNOCT TO BE LOCKOUT N PANEL BATHROOM EXR"T PAN TO NAVE MN. CAPACJTY OF Be CFM NrepturTENT PER ELECTRICAL PP07AG W OF SECTION MS013 FBCR ATH Il r2SM1 • LANORY ROOM RECEPTACL! SHALL BE GROUND FAULT CSeCUIT-NTERRTIER PROTECTION FOR PERSONNEL ON FEtDM • URNG I•ETNOD SHALL BE NON FETALLIC CABLE PER ELECTRICAL PRONeIONS OF Facm ww WD e2sm • ALL UORC TO COMPLY WITH ELECTRICAL PIROVO" OP THE y ' Tsf Ol LIOYTRA9 MISTY ownea.T amnC ENT TYPE MR Pw4' FlEROY tLNMRVATION (UREMD@1TILL B!lR2Y E,FIOtSNeY) 20M. 441h EDITION RAea.l PROVIDE 3-2/0 M TMIN . FE1 CU N 2' CONDUIT OR 3 O4V AL, THIW • I% CU N 2' CONDUIT. (CONDUIT TO TEN'INATE ABOVE SOFFIT • OYWRkt4 G.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COr-.T10N SERVICE ISO AFp DISCONNECT SUTCH AND O0/240 VOLT OW4 RAL NOTES. M ELECTRIC METER IN 1 ABBE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA +JR ENCLOOM COMPLY UT14 ELECTRICAL PROVINONS OF THE PBOS ALI4 EDITION (20MA LOCAL. CODES, AND ALL LOCAL P'OUIR COMPANY ROVIREFENM. ROMP B. ALL CODUCTORD SHALL BE TYPE THNNfrMN UNLESS I mom NOTED OTFERMSE. TELCP140BE SERVICE CABLE TELEVISION WTRANC! SWIPT7NT SERVICE @TRANCE EGUPI'ET POItER CQTANY T°q° ER NTERe7eTER1 BONDING TlRMNAL AT LOW .wens VOLTAGE CONNECTIONS PROVIDE 50 AMP, 1201240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) N I-W" DIA SC4EDLLE W F'VC CODUT OR PROVIDE 3 2/0 ALUSM!'M (AL) N 2" DIA SC Wk4.0 N PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC OM"ANY. COORDINATE UTH THE ELECTRIC COMPANY PRIOR TO BID. / I 1 I I LED LIGHTING Ca? SINGLE LAV. • BATH •2 I I � I PANTRY I LANAI =0 OUTLET PC I / DISHWASFIER I � LIVING ROOM UrUMI I � / I I i-- I I CEILING MTD. I �PRE-WIRED TO MST BE / CLG FAN III L \ - L I ETALLED. Ir � ' OPT. PROVIDE , / �I • I REF. J-BOX FOR OPT. FAN �`(� L lJ r a � 0 -- _ — — — — — — i GFI O_A GPI_�� 8D. - / M I �� FRpER OWNERSp�LLV SUffE WIC. I RJTU T MICRO L L SDO BEDROOMA3 RE P-WIRED € CLG FAN ' `\+ PRE -WILD n SATR+', 1 CLG PAN 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE STNGASED FOOTER STEEL PER ELECTRICAL PROYAW" OF THE [pCIR SIM EDITION 120M) SAD" DIA X 0 PT LONG COPPER CLAD GROUND ROD —_—__—_---\\ I I 1 L i I 1 I 3-0.J LED LIGHTING @ DOUBLE LAV. OUNER'S BATH PANEL: A PANEL: 42 at bleaker VOLTAGE: 120124OV-lPh MAIN: 150 AMP M.L.O. FEEDER 3-OM CU THAN 8 1-55 Cu (G) in 2' C. OR 2-84A AL TFM S i-SS Cu (G)Rn 2" C. Win hx Rtr b W6 CN4,. CHOW Wb 9tr P.• WM 4,2 1 m snw tsao +1 2 mm R•Ba• m x w all 1 ro Nb,w•W /11ras 1ON a 1 4 M2 1 ro -.ADP—. ,m0 s 0 4- WaNNW4r m 2 .0 012 + m s 1000 s 012 1 ro W4 • OO AFCI fOm R 10 1m0 ft... W m 1 n2 012 1 ro bm DNRW I. ,xoo 11 a ,Boo a•I,•wlM1r aF, m 1 n2 n4 1 1B rwl m0 13 x Boon D1Y. m x na n4 1 1s CiW P44•,lan. ILaW AFa ON1B 1. M4 1 10 KNNan •/Pwl / Ara ON n ,B 1500 ..-DR m 1 n2 n4 ,s B../ AFa INO f9 m Imo Ds bO DFl 20 n2 n4 ,s Baw/aM.AFO w0 21 22 1m0 /ExIMaLta4Rx •. AFa m1 n2 23 m 2m O.mW 0-1 S. AFCI 15 1 n4 21 m 0m oweW e•a•mn / W.I.C. AFq 10 1 n1 2+ m 8 M•l-OWAMm91 t4l 42 N.C. Lw1 W,b4•m•M h�br c44N,e•.IIM 23.s a01m L•n• 1•a4a•na fcl. xlWlWo. Is,:• Demand FacwrCakulmlD ► ABBREVIATIONS: AM: AIIC FAurc.caramWn,Frart N0: NDNCONCCENTLOAD WI: NtdaO FA,ATNIeRRIPTeR Taw b. • Wre„• 01e,a.h1. 6ro00 F0A 1 w.• • 1004 Imm R4mw w•IM1M10% TNa A/C low 174m LOAD CALCULATION R SASSD ON M NONLONGOB4T LOAD Taa Cam•clM Law Wwa rota T•W A1q•Mtl• /2x Wb) 1.4 i GemrOl Ughtim S R wle Load TN•1 Aa: F. O•,a,• Ln A R. i w / a . A. ��•• 19 et S5VNM1DN et100% Owanl CJdsS OwW�Lb LR. P.NA1 101 1504 4512 1235 5747 TOW wetly 5751111 5747 W ENTRY u oar, FOYER / -- TDINENG ROOM II 11 O P8. FOR---- i L 4 DER �\ IBATH #12 U I \ 1 - I L� GARAGE KEYLESS S e ` FIXTURE wI BEDROOM ##2 — WALL MOUNTED LIGHT W/SWITCH M PRE -WIRED ATTIC CLG FAN I I I I IRRIGATION _ OUTLET • 48' PANEL APP. GF 101 He METER FIELD VERIFY LOC. ELECTRICAL PLAN SCALE, 114 - I'-0' �J COACH LIGHT 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 BOB Q e stmDt At LOT ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 MODEL 3EAB "1504- ALLEX" GARAGE RIMING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C Alol IN I I I I I —Cl El I I II I II I I 2'-l' 2'-9' .I P71u1 `Q I I i H I S�lu_11 Y !OPT. u I III • <v I III I II i WG. I I 1 RANGE I --------- - I I LA LA I I I I m 36•x60' Tl' CON PA L — J v�R I �' i I•�• �. NB I.I�• b�11e LAv 2 LAv a• ll'-10' 4'-4' 4l'-10' 3• PLUMBING PLAN ' SCALE, 1/4 • P-0' ,• vne KINKV e2x wi 3• tAAAUTO VENT LAv 3' 2' vn• Tm 2' 7' 9' 2. 3, 4 WAMIR GD 2• TO MA•1 PLUMBING RISER 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PN: 407-774.6078 FAX: 407-774-4078 www.a bdesigngrou p.00m L AA#:0003325 g r � O IV F F b lu ® 4 till 64 BtmDIV. a LOT ABBOTT PARK LOT #26 BLK #8 PROJECT* 04181.000-26082 MODEL: 3EAB "1504- ALLEX" GARAGE DWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLA66 FAS 4 MASTIC. AND INSTALLED AS PER MC 6T4 EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES 844ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHALIST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO W<x. RECOMMENDATIONS AND FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF NO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL 5RA68 TOP CAULK PVC OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYPE) COUNTERSUNK CA. PLUG SEE SPEC. I `I'-8'X8' CONC. FIN GRADE OR PAVING FITTING OR O EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY�P, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL ATTIC AIR BUPPLY—'� AIR EVAP. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/Ib'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ l2) REFRIGERANT LINES sBXI I/4' SHT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB NOTE, MAIN COND. DRAIN 3/4' DIA. 1 OVER HEAD • 12' FROM STRUCTURE REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS MECHANICAL PLAN SCALE, 1/4 " I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 q 0 y O SUHDIV. h LOT ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 MODffiIA 3EAB "1504- ALLEX" GARAGE SKIING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C ARCHnIECT- STATE OF FLORDA J J. CANTWal NO 12079 P 09/25/19 SHEET M1 2X4 TOP PLATE 5. COI!!R Sr.AO PRE -FAD TRUSS Vt• TSCIG 7 coAT 1/2. CLG. 150ARD � �sT role 0l"wTLY TO R1eiORCE•elt MASONRY 2.* P.T. YD ArfNOTE: STUDS IN 5' DIA. SLEEVE, �"no PARTITIONS SUPPORTING DO NOT CUT APPIWVAL lea 112• DRYWALL WALL HUNG PLUMBING REBAR GRALW i FIXTURES AND WALL SIA WRATw Iron 1441 N. GWOORONALD RL 327 ELVD 50 CABINETS SHALL BE NOT PIPE PULOl ALL LONGW0 -77" 2 8 BOND BEAM O NOT CUT / nsums nol, am Los "ID N MY °LL PH: 407-774 8078 LESS THAN 2x4, WHERE SOLID GLUT THE BOND cm GAACK DRA ome~.) FA* 407-7744078 2x4 WOOD SPACED NOT MORE + �,,L p TAsTowooleAroaro www.abdeslgngroup.com W/ (1)- 45 BEAM AA #:0003325 STUDS 024 THAN 16' O.C. OR, NOT _ N SAW So= JAMS MR o,C, (2) COURSE REBARS neoour-•r oALV.STeaL coact LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. `:; ' - FM vEIerIOAL TRA= r by a °mrs m nam TO Roan TRACK MRACKM �AS ALAFFROv INQ FIN. RLR 2A PIPE THROUGH BOND BEAM 2s GAS LINE THRU BLOCx 3 GARAGE DOOR JAMBS D1 SCALE:3/4'-1'-0' D1 SCALE: 11/2'.I'-0' 'c .--r'' TYP. INT. WALL (NON— BRIG. ) D1 SCALE: 3/4'•I'•®' FIDEI&eLA88 SHINGLES OVER e30 FELT PAPER FIEIERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2x BLOCKING DETWEEN TRUSSES PER STRUCTURAL DETAILS FIBELASS SHINGLES IOs FIBERGLASS SHWXEB OR SYNTHETIC R906.1.1 ON J' O.GJB. OVER A30 FELT PAPER OR OVER e30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR j' CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION R9051I PLYWOOD SECURED PER INSTALLED PER SECTION PER BECTIONTR905.ID.1 ASSC HEDULE CHEDULE STIFFSACK AT ALL UPRIGHTS SHEATHING OR I' COX ON J' O.S$. SHEATHING R90D.1.1 ON ' O.S.D. ON �' OU3$. SHEATHING Div, GYPSUM ISO SECURED k CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR p COX PLYWOOD OR IR' HKsFI FASTENER SCHEDULE I -0 —PRE-ENG LLD. TRUSS I 0 MTL. DRIP EDGE SECURED PER STRENGTH CLa TYP. TYP. FASTENER SCHEDULE BOARD MTL. DRIP EDGE O.H. O.H. eATI STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER EELEVATIONS LEVATIONS BEE ENERGY CODE FORMS Fi CONT. 2x RAT RUN SECURED PER 0 PRE- ' TRUSSSEE R-VALUES PRE•EW' TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE MTL. DRIP EDGE BTRIJCTURAL MTL. DRIP EDGE INSUSEELATION R-vRMY �UE8 MS FOR PER ELEVATION PRE-E� GABLE TRUSS PRE-ENG. GABLE TRUSS p-0• WEEP SCRIBED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS O.H. ELEVATIONS 2x P.T. SECCXUMRED 11/8. GYPSUM BOARD OR 1/2' 2x P.T. SECURED R-4.I INSULATION STRUCTURAL DETAIELB STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARD �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER RTTLEANNDACCE CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. I/!' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' CMU CEMENT PLASTER APPLIED BTRP8 • 24. O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2, GYP. WL. BD. CEMENT PLASTER APPLIED I!l' GYP. WL. BD. PORTLAND CEMENT WOOD BABE • CMIU DIRECTLY TO MASONRY OlDOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'•0' FIN. FLR _ _ 0' 0' FIN. FLR 0'-0' FIN FLR _ 0'-C' FIN. FLR a. B, cm a n W/ •a WINDOW OPENING TYR WALL SECTION •a n W/ WINDOW OPENING n TYP. WALL SECTION le " NO OPENING NOTE: f NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12 A IA U13DM actLO'BBOTT PARK LOT #26 BLK #8 ROJECT# 04181.000-26082 moDEIt 3EAB "1504—ALLEX" GARAGE awsxG: LEFT PAGE: DETAILS 160 MPH EXP. C 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM ��1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'•I'-C' IS REQUIRED. FOR ROOF SLOPES SCALE: 3/4'•I'-0 STA APA*NrECTr OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22fc TYPE II, ASTM D 4969 TYPE Iv, OR ASTM D 6151 J. CAN1'VVELL AR NO 12079 DAttDrr TE: 09/25/19 SCALE: 1/4"=1'-0" a*IEET D1 A -DOLTS 4' BMBEDrINT MN. EVENLY RWM FLOOR TO ®I \1 )/ IN W) CUT NAILS. 81DE0: 2XI GARAGE DOOR DUCK UV (S) ® )OW A -DOLTS W EIGEOFIONT PIK UV 2'W-^ WAV1 ER AND NUT SPACED EVENLY MM R-OOR TO GARAGE DOOR NOR N JOINTS PRIOR TO FILLING. 1.2X0 PT DLOCK • CENTER OF Is DOOR MAWR U KI)A XI' J-DOLTS 4' 61BEOM04T UV 27Q'W WAGGER AND NUT. ® �W & L DE N ACCORDANCE TO MONPACTUREM8 INSTALLATION NSTRUCTICNS WHERE GARAGE DOOR BUCK ATTACHMENT D2 — vi..— B' CMU DRYWALL I'X4' OR I'X2' P.T. NAILER N4 P.T. OR %'X4' MIN. SECURE THRU FRAME 1 EXTEND I -A' INTO BLOCK W/ 2 4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1•Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WDIDON TO BLACK +3 4 OR +5 4 A SCALE: KTA. 2X4:m SEAS OR OCK W/ i(r' (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 1 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-IN6' TAPCONS(MlK SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 1 8' CMU 18' O.G. MAX SPACING:. Y). D�- 2X8:m � I'X4. OR SECURE TO BLOCK W/2-i(r' TAPCONS IMiK SHANK SIZE .148 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4) WITHIN 8' OF EACH END 1 MANUFAC WALL I'X2• P.T. NAILER ASING JAMB OR WINDOW TO 2X PER TURFS DETAILS. 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" (� RDiDONd TO BIACK +1-1 " ALE: N.Tb. 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb= SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL )6- TAPCON MIN (MIN. SHANK SIZE J45 INTO EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y4') DRYWALL WITHIN 8' OF EACH END 1 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8 ❑ SECURE BLOCK W/2-w6l 7(r' O.S.B. X 4' MIN (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. 18' =. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1p" 11TO CK+-5 S C SCALE, KTA. 2X4:m SECURE TO BLOCK W/ TAPOC" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE 1 2X6® SECURED THROUGH SECURE TO BLOCK W/2-Vo* NON-STRUCTURAL �(r' TAPCONS TAPCON MIN. 1-)4 (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. CMWI WITHIN 8' OF EACH END / K' DRYWALL 18' O.G. MAX SPACING:, I'X4. OR I•X2'CASING P.T. NAILER SECURE TO BLOCK W/2-i(s' TAPCONS (MIN. SHANK SIZE .145 MINI. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN W OF EACH END • MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) }" DOO�BOK+2214DRQ(D01 TO K SCALE: KTA 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X 18' MAX SPACING. MOT DE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK 02•11(i'NON-STRUCTURAL %' TAPCON MIN. 1-Y4 ( SWANK (MIN. MIR SWANK SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . cm MIN. EMBEDMENT I Y4') DRYWALL WITHIN W OF EACH END 1 18' O.C. MAX SPACING. Q X4' OR VX2' P.T. NAILER 2XDv SECURE TO BLOCK WW2-Il(s' TAP0" DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IS- O.C. MAX SPACING. MANUFACTURES DETAILS. womM wN roMms roe—O •®x•, DOOR JAMB TO BLACK +3" E SCALE: N.T.& 2X4m SECURE TO BLOCK W/ INr' TAPCONS (MIN. GWAHKK SIZE 145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X 18' OiC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-Vs' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y♦' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. CMU WITHIN 8' OF EACH END 1 K' DRYWALL 18. Or -MAX SPACING 2XS:em I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK WW2-V&' r2NP2X SECURE TO TAPCONS(MIK SHANK SIZE STRUCTURAL MEMBER J45 W/(2N2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN W OF EACH END 1 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F' SCALE: N.T.G. +3" 2X4m SECURE TO BLOCK WY4 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 1 MUST BE ON OUTSIDE 1 18' OTC. MAX SPACING:, SECURED THROUGH 2X64m NON-STRUCTURAL Va- SECURE TO BLOCK W/I-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , CI„N MIN. EMBEDMENT I Y4) •DRYWALL WITHIN8' OF EACH END 1 16' O.C. MAX SPACING. X4' OR VX2' P.T. NAILER 2XSm SECURE TO BLOCK WA-1/4' W6' O.S.B. X 4' MIN. TAPO" (MIN. SHANK SIZE J45 DOOR CASING MIK HEAD SIZE JIM MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. rgnf, w+w Mom ro a++s J.e�:oo wor n�R� DOOR JAMB TO BLACK +3-7/18" 11UMW TO BLACK +3-7 IS" G SCALE: N.Ts. 2X4m SECURE TO BLOCK WN4 TAPCONS (MIN. SHAW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' EACH END 1 NOTE: STRUCTURAL 2X 18' O MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-8TRUCTURAL V TAPCON6 TAPCCN MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIK EMBEDMENT 1 4") g' cmWITHIN 8' OF EACH END 1 )v DRYWALL 18. O.G. MAX SPACING.*M"ANUFACTUREA 4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-P.T. X 4' MIN. TAPCONSOOR CASING (MIK SHANK SIZE .145 MIK HEAD SIZE 3" MIK EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18' O.C. MAX SPACNG. DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3 3/4" H V B +33/4 ' \tVSCALE. KT . i441 N. RONALD REAGAN BN LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngfoup.com L AA #: 0003325 O e LJ ounDiv. Ale LOT: ABBOTT PARK LOT #26 BLK #8 PROJECT 04181.000 26082 MODEL: 3EAB "1504— ALLEX" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C of nnn J M W. p J J. CANr*13-L NO 12079 A 09/25/19 MIC :1/4"=1'-0" laki WT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6273.3 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 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 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.R7 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.FLORIDABU ILDING.ORG CONTROL DATE:08/06/2019 d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeMgngroup.com AA N: 0003325 0 mo BVHDM Ae LOT ABBOTT PARK LOT #26 BLK #8 PROJJSCT* 04181.000-26 82 MODSla 3EAB "1504-ALLEX" GA %AGZ BVnNG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C J. CANTWELL DAA E. 09/25/19 SCAXX: 1/4"=1'—O" 8lV=T D3 APPROVED BWLDNG uR,AP 6NALL DE LAPPED A MNIPW OP 4k4• SELF -ADHERING MEMBRAkE 6 6' • VERTICAL I -Aft (ROLL FLA04NG (COI'IPATH" UV HOU6! 006) 4 6• • MORZONTAL LAPS. UAb1P MATERIAL) OVER 4' ALL SEAMS NEED TO W TAPED LATH VERTICAL LAP TO BE I' APPROVED WOU89 WRAP. MTH FORTMER OHEATtANG TAPE lLaWNG TO EXTEND ONTO PIPE / I. OR LEGG PIPE 6Sr6' SELF -ADHERING MEMBRANE PIEU=0plinD CCNT94L JOINT '— j' THICK G COAT CIVIENTPENETRATIONFLAGHIIG (CC'IPATIOLE uu 41000E FLANGE Q CONTROL JOINTS / \ PLASTER : OVER 4W' SELF ADHERM MATERIALMEMBRANE EE 1ERED TIED TO LATH • V UNRB LATER 7, FORTPMER / F\7 FEIGNING OVER APPROVED Or— MAX (V IEll �L DO OWLDNG PAPER r ruK w . narAL u1u HOUGE WRAP. NOT FASTEN CONTROL JOINT TO / \ - R�+r+e• TO E)cT9b ONTO FMPE 1441 N. RONALD REAGAN BLVD UTALL EVEN IF STUD Ew6M BEYOND EXCEPT 6TAPLE6 UN APPROVED METAL LATH ��71" LONGWOOD, 4-60 750 MAY CBE ONTROL JOINT M.P. FASTENED �GIT I AORT6 (VERTJ OG. MAX 1" " X X X ' PH: 407.- 7 4-407 DURING N6TALLATION I--— — — — CUT AND OVERLAP ONE 61DE OF www.abdessigng�p.com LAYER6 PSTENIM TO BE GPACE �11,1000 WP,4r 1 METAL LATH A04M ME�'� A CUT AND OVERLAP ONE GIVE OF AA A: 0003325 • 1' O.C. MAX VERTICALLY ���� �a �tpp 11� SELF-ADIERNG MEMORAM UVOD 6HEATHNG STEP 01 YJa1-2 FLA6HNG UAiD LATER'L ]• tTE 9 COAT CEhEeNT PLASTER .. METAL LATH QM uroe r. eTUCCO IUIQ.4P I sTucco uRAr i"'+•' a• 1•pN P.v[w * / ( UIRB LAYER Q. FORTIPIBER 00 LATER 4. F WPMR .?., a 5cY a e.A ak :"'r:.... a�;1s�>��w UAID LATER 4, PORTIFIOER BUILDING PAPER V \� JY 1 ' LDLLINLAW APER 6-a6. OELF-ADFER 4* MEMBRANE FI.AGIIING OVER 4'x4• \\ i I FASTWOM (CLIPS. FLASFIIq OVER APPROVED �)O+' + LATH SHALL NOT \ ' WOOD 6FEATHM6 STRAP6INSTALL 6TAPLED) AG mom YRAP Y" v ro s• r• ro r• TW COAwCONT � 110=111NED TO 61CLM RASFI6G TO EXTEND ONTO IMrE CONTROL n TFXN" PIPS/ MRE TO FRAMING 4FLASHNG B JOINTS BUT D AND OE STOPPED AND \ .4 OVER APPROVED ur. ue nee TIED AT EACH MOM )� I �.-�� ' PER A61M CIO6D / PROVIDELAT 2X4 BLOCKING PERlic FLAMED FLAT MAX 6' TO NNam' P nN LATH r L.Y. 4•oNRT*--Ilk Au LAP I FLASWNG TO EXTEND aNTO FMPE i FROM CONTROL JOINT WEN \ / rip A PER CONTROL JOINT FALLG ON L \ L ►ASTM?4M FOR LATH TO BE NAILG OR 6TplGTURAL GTIO I G f—wr—.++�—+++� �,/ 6CALE� I VJ•.I'-O' _ N6TALLTAPPROVED HOIEEWRAP AIR GTAPLE6 N COMPLIANCE UV A61M 0063 INFILTRATION BAPMER OVER 2. WINE 71MG TO BE (NO. IS) 0E4T6' MRE / 6EATI41140 A BLOCKING GNOUN MAY BE N ADDITId� TO WALL GTUD6 REQUIRED PER PLAN GLAGT—EOM4104 (MR TYP WALL OCTION) VERTICAL LATH to II�FrI a O R 6WW N QQ E s & PAPER DETAIL WOOD, eTDG SECTION PER SECTION 6dMlaT YU61a ed WashMm �L SFEATHING Exbnor use oT Portland mmem Plaster SIDE LAYS OP PETAL shall WMPIY with tlts application PLASTER BASES GHALL requirernenls of ASTM C 92612A OE GECLPW TO BUILDNnr O"M" TYPE CONTROL JOINT THE PA SWAL RR m.mnationa..t.dorleN2A. pmdfiamag 1-AI' shall compl with ASTM C 7063140) 0E79EEN GU'-PORTG lu WITH 0O4.0-K (W-MM) STUCCO 4' LAP. urw ;IWE ME AT INTERVALS NOTMOM THANV (44G-MM). AS PER ASTM CI06G O IMLD tWWO aR.A O IPOLD NaNtDrR.A �� 3A PIPE PENETRATION DETAIL (FRA"IE) saawrPr.e FaLD NOREPA IR ERS TH PAIR OF TEA ® KIC KO UT HORIZONTAL LAN.T.S. ® DETAIL INUMRO I LAYERS, TEA WAY BE PATCHED & PAPER DETAIL WhIOUGE ~TAPE PER MANtP. SPEC. OR naLo PEEL a STICK Ar OPT. ALO I— SSHItD r Pr. A WOOD SHEATHING OR CMU L et�Ar • Pc s T. aaA4e • n. a WR5 LAYER 01, ■ aUTAM . K. c STUCCO WRAP (FRAME ONLY) 0 TILL PT. c ♦ TQD Pt.O aYEII PT. ti "a" LINSETa1GFES 6orl ® ® !' •.� �' THICK, 3 GOAT CEMENT PLASTER (FRAME), (GMU) ICOAT LEGEND �. CEMENT PLASTER METAL LATH (FRAME ONLY) • ® ® F`' LAP WIRE, 4 TAPE OVER DRAINAGE PLANE (WR5 e n NwrTon ROOFIWALL SCREED YATM TOW LAYER #1, STUCCO WRAP) Gla art. yTNIaKSCOAT CIVIENT ? __5'X5' VTYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER — — — — — — PLAeTER(IwM (clww•TCOAr F GALV. METAL FLASHING UMClIMIPLANK Z RLAB a �� (NAIL TO ROOF DECK, NOT BUILDING PAPS R) MLONGPAPERmalO4.Y, WALL SHEATHING) UIIID LATER'(, —CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X anccl; 11aAm INSTALL WITH ROOF CEMENT BUDDIV. & LOT: ABBOTT PARK LOT #26 BLK #8 PROJECT 04181.00t--26082 MODELS 3EAB "1504- ALLEX" OARAOE 811WIM: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C W LAYNO OP 111RDS7S NUT &AM "am mam STOP �GNILT) STUCCO RIAM on cm �� ROOF CEMENT Ors tWLL ttiA6tu6 ROOF PER ELEVATIONS WOOD SHEATHING '""� '`� SELF-ADHESIVE FLASHING NOTE: ANrWEILL METAL LATH: LATH TO BE PER SECTION J MNO Pay Gaum°"k1QL= on R103.i.1 / ASTM C-84i-09, MIN. 2.5 LB5. wrALL Nlaaan °OLDB"a N� �" 09/25/19 staRaIPM 01la NN6 AT eoTra+otttocre PER Sa. YARD (UTILITY OR NOMINAL D TE: I�I.P law.. oveaAP k• N1�TIor6 8 : 1/4"=1'-0" MOM R' aaLOo «-AnEn Au" RAMAOP LATH DOES NOT MEET SPECIFICATIONS) eHEET "L" FLASHING jn% N.T S. Y tl A 1 INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SEQJIN= OF FLASHING TO 9E, OVER TOP 1 SIDES I. ISOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED SELF k WOOD OF SEALANT AT TOP AND LAYER FLASHING -1, SIDES ONLY. SEALANT IS TO BE UNIT STUCCO U11QAP TOOLED SO AS TO DEFLECT LAYER •2, FORTIFIBER WATER AWAY FROM JOINTS. E•' PREMANUF. DRYER 1441LO GWOOD, FN. RONALD L 32750BLVD E-Z BEAD ALL AROUND DUfLDMG PAPER VENT-APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-774-6078 FAX 07 77440 8 JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD PNI H * WOOD AA #: 0003326 APPLY SEALANT AT PERIMETER OF CONSTRUCTION .:��FMIaH .WOOD www.abdosigngroup.com BACKER ROD ! NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES, Ye CAULKING •JOINT SEALANT • , MEMDER . T or— MAx cru AD TOP t SIDES ' IALL 7i' To K' MrD•UTALL I I PER SECTION R703.7 WI2P BCIR!!D Extorlor WMng and plastering Exterior •' = _� BACKER ROD use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) -4i •,,: X. requirements of ASTM C 926-12A. ,F.•. ,. 6' WIDE STRIP SELF ! X Installation of exterior lathing and treming I shall comply with ASTM C 1063-12A. :d; 'ADHESIVE FLASHING' CLEAN MASONRY DEroRE APFtYMG .; WRB LAYER M, :X . STUCCO WRAP ' TEXTURED FMIBH .MASONRY ' HOODED VENT BUILDING PAPER OVER'QUICK HORIZONTAL WEEP SCREED TWAIN 3 COAT CEMENT FLASH' ry — --� (FRAME TO BLOCK) METAL LATH _ WRD LAYER 4, FORTIFIDER PIPE THROWN WALL BUILDING PAPER I WOOD SHEATHING DRYER VENT (FRAME b' SELF ADHESIVE FLASHIM (INSTALL PER MANUF. SPECS) 8' BUILDING PAPER UNDER 'CUICK FLASH' _ LAYER CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION f OUT 'X' INTO _ — A VENT PENETRATION uA'zB LAYER N, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING SCALE: N.T.B. APPLY SELF -ADHERING I WOOD SHEATHING MEM�E FLASHING OVER BOX AND OVER APPROVED WRB LAYER *I STEP #1 STEP #2 APPROVED TF BOWL SAP WRB LAYER "I, sTucco WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY SO MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, — OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (U LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSE~ METER WRB LAYER'r1, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES (SEE TYPICAL FINISH SVHDIV. ee LOOT ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 woaE1A 3EAB "1504— ALLE)Ce GARAGE 8VWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C APPLY E-Z BEAD OVEWRB LAYER 02 (FORTIFIBER - - - - - - SECTION) "9 GRARDe DMIN "' METAL LATH AFK>ITECT BUILDING: PAPER) AREA TO RECEIVE FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH X—x—x—x < 1 COAT OF PAINT W/5ACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH n�An COAT LARGER THAN THE ELEC. i� u,��I WOOD SHEATHING ® METER CAN OR METER CAN COMESO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP *5 STEP #� 1� NOTE: f-W 09/25/191 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT C3 ELECTRICAL RECEPTACLE :1/4"=1'—O" R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. O PENETRATION PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A 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' k CORNER BEAD (FASTENER 4 SPACINCs 0 1' O.C.) CP1U Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 FM: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 Z 6 QQ a Ilia BXMDIV aLOT: ABBOTT PARK LOT #26 BLK #8 PROJECTM 04181.000-26082 MODEU 3EAB "1504- ALLEX" GARAGE 81FMCI: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C SE? % s Isc :1/4"=1'-0" 8 EET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — wonD OwEATwMG WEATHER RESISTIVE GAlVtM 9 i I�E816TNE GAmEmWEATHER �X.' X l Y LAPOIDm UFI V� �� W. RA661�R1.6AD4lRN6 a ` `\ i �. WEATTWER WSISTIVE BA -STARTER STRIP \� \� DER �STIVE i \ W SELF-APNERM6 1 i FLAawING —' 6ALV'D METAL GALV'D METAL 'T R.AMIMG W FLA MM , DOD TRIM 1' M77 CASM t.ffife Y�x f' Ork LATED i A TIMM MEAGER GAP WYCIAULKNck GAOm`' SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 J M E J C klu .ma J IPRO mDly. aBOTT PARK LOT #26 BLK #8 JECT* 04181,000-26082 MODEL 3EAB "1504-ALLEX" GARAGE 81►IMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 J CANTMI�L NO 12= A 09/25/19 BiiEET WA4 alT we AT 46• MODIFIED 11, cur N MOU6EURAP LINE OF WNDOW OPO4M I 'N 4PPROviD FIW!{Y1PAP OVER INHEATNNS OVER WD STUD WALL STEP 1 INSTALL 6— OW-ADHERM PLABHNS OVER NAILNS PLAN= JAM86 11 SEEiLaPLNAeM61S MN U \J/\ R.EXII'JLH PLAeMNe DO NDT MAL Gomm —� PN STEP 6 TEMPORAPULY — POLD-uP 4 !Fall! LLoUBHId6AP (OR TUCK FLAP L14MM At MEAD A" MoueE N AT JR06 SLOPE NLL RO. To E)ROtlOR \ STEP 2 STEP 7 AL M" PLASWNS W/ INT. now OF NLL MO. MEGLANICALLY PA6TBi PANNED Room (CAP NAILS, STAPLED) WTALL OUP NT PLE)C~ AS TN PLA6WM AT THE NON ADHESIVE D6OLE 1LA614H VER DRIP CAP SrTO-~ awry) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS L IT 18 THE CONTACTORS IE:6PCN1511INLTY TO VERIFY flR COMPATTOILITY OF ALL PRODUCTS DAMMINS WOU6EURAP. INHALANTS 4 SELP-AD14111420 PLADMNS MATERIALS USED WENS COWTRICTICN 7. WTALL ALL MATMALS PM MAMPACTURERS UMITTEN 6PECPICATION6 NUNKU 6HALAWS MAY REACT ADVER6HLY P NOT COMPATIOLL FoLEAN AND DEAL JAMB TO SILL JOINTS UMTH DOW IM FOLLOWMfa COMPLETION OF —RIOR RETROFIT WORK REPAIR SCHEME SHOWN SMALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF "TER NTROWN BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF UNDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 � m SEEN N c � E f stmDIv. Ae LOT: ABBOTT PARK LOT #26 BLK #8 PROJECTMM 04181.000-26082 MODEL& 3EAB "1504- AL=' GAliAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C 2 l 20 J . CANTWELL NO 120 9 I P 09/25/19 D BEET WA5 I 1 I I 1 I 1 \ Al ----- - - - ---------- ---- , ------ ----------- ----; — - 2x6 SUB-BANb W/I'x4' NOTCH � --- -- - END, WRAPPED IN PEEL 4 STICK I' DRIP EDGE P\ ---------------- ----------- /� 1/8' TEXTURED I \ I/8' \\ FINISH a WOOD 1 11/8 I� In' TEXTURED i \ FINISH a CMU \\ .<I % I METAL FASCIA \ WRAP)a" FROM \ STUCCO, IFROM \\ WOOD WALL \ EXTERIOR WALL \ ,� �� (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TEXTURED FNISH • WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH METAL FASCIA WRAP � 614EATHNG ORWOM WRB LAYER h, STUCCO WRAP(FRAME ONLY) WRB LAYER 52, FORTIFIBER BUILDING PAPER - -- - (FRAME ONLY) 2X6 SUO BAND itl ROOFING CEMENT DRIP EDCvE ©PL�1N B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '1/8' TEXTURED FINISH !WOOD, 1/2' TEXTURED FIN15H a CMU 2,6 5U5-5AND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/J4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W /KICK —OUT AME OR CMU LT 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/I4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT is 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/11e'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003326 J s o Qo� o � 4n au 4 8UBDIV. & LOT 11111 ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 MODZU 3EAB "1504— ALLEX" GARAGE 871ING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C Su/Y 20TE 'VBCAL.Ee 1/4"=1'-0" 1 WA6 FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3V' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG A 8" SEE PLAN 8" - () a (_)a4" KMARK 2 17' SEE PLAN IT - sx18 17' CONTINUOUS IT - s2x18 17, CONTINUOUS 1S' - (2)#5s VARIES x24 24" 24" 17' (2)#.5's (2)#5's - '4" 70'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-9% SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 11T FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C. 1. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 53D-1 WASCE 5.13, USING: F'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER; OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION Y " FM_12X,8 FM-12X18 'q ------------------ I— — — — — — — — FM-12X18 c I EXTEND 31/2 SLAB 1 1/2" ^ 1 LOPE /8' � q NI LL ( PER FT. I -3 1/2 mI X � IN Ii m TOP OF �L LL SLAB FM-12X18 7 4" CONC. SLAB �4 T_------ N 44'-10" 12'-10" 4" CONC. _ 19 SLAB N LA I ce I TE2 — — — — — — J 3 SLOPE o 0�-9' TOP OF 7MC70zm 1.1 . Imo' SLAB �-1/2 — 4" PVC CHASE I N r11120 1.1 SLOPE I io m I I 4-7 il2 I I 41 X-6- I I a M TOP OF SLAB — — — — — — — — — FM-12X18 — — — — — — — — — — — — — — — — — — — — J F — — — — MC-12X18 4" CONC.—/ I 7'�N O.C. MAX SLAB TYP. U.N.O. FOUNDATION PLAN SCALE: 1 /4 = t'-0" 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 y a o O J s 4A TE 0 BFJSDIV. is L02' ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 MODELa 3EAB "1504- ALLEX" GARAGE BQING: LEFT PAOE: FOUNDATION PLAN 160 MPH EXP. C j-F) 2 2a J. CAM'NIB.L NO 12079 P 09/25/19 C :1/4"=1'-0" BHEEr S1 30" MIN. EACH WAY MONOLITHIC FOOTING Z - . .° Z STEEL REINFORCING IN GROUTED g _ 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < d CELL SEE PLAN FOR SIZE AND REQUIREMENTS �� a °. 0 a SPACING REQUIREMENTS SPACING V_ a�. s'. GARAGE DOOR I. U W W 1 ... .�- - ° I RECESS a per, V) Q ..� vD• _. n. :• ;� r� FM g 5 Z 8" CMU WALL O 8" CMU WALL I 1 CORNER BARS, SAME SIZE AS BAR CO = B' O in Z °,'I IN FOUNDATION WITH 30" LEG EACH d W 8 �i�00 TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I. • vl SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SIAB / • MATCH AMOUNT OF CONTINUOUS BARS °I :lel° CURB FOR <' f _ a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) 19" ... a� EXT. PORCH SLAB -VARIES SEE SLAB SCHEDUL%E TOP OF GARAGE 4" CHAMFER ILA I�j u_ '- o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;p AT ELEV: W/ 1/T ISOLATION•,. • JOINT (WHERE 1. 6" CHAMFER (2-STORY) pq P4• W/ 1/2" ISOLATION �,•: (1STORY) 6" CHAMFER (25TORY) .. APPLICABLE) Z SEE SCHEDULE p5 3a' JOINT(WHERE AlPLICABLE) �• a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING `N- FOR WXD, BAR SIZE M6 38, FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47 iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-a' G:3l4"=1'0 ARAGE SCALE CORNER BAR$ DETAIL DOOR OPENING 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-LY' LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE ll1O 0- I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/YXS' WEDGE ANCHOR W/7• BTM. PLATE TO BE PT. O 0- SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 7' CAPPED g EPDXY. MIN. EMBED PLATE EPDXY S12' EMBED. MIN. 16' OC SLAB W/tOd MASONRY NAIL 16" O/C STAGGERED. GALVANIZED PIPE Q 8", LINO USP SPTH4 OR SPTH6 BTM MAX. ADDITIONAL METAL W/FLANGE Q BASE O FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ CONNECTORS NOT N SPECIFICATIONS FOR 10d x 1 1/Z' COMMON NAILS REQUIRED WHEN NO b = USE AND PREPARATION OF FILL ALL HOLES, DO NOT USE N L!� UPLIFT I5 PRESENT. 10d x 3' W HOLE. Z SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO Q SLAB W/(4) 1/4" X 21/4"0'-0+- 'TAPCONS O'Q TOP OF SLAB . TOPOF SLABIL4" CHAMFER(1STORY)WCHAMFER (2-STORY) ZEQ. EQ. EQ. SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO ���INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 6 MONOLITHIC FOUNDATION R SCALE: 3/4"=1'-0 (NO UPLIFT) SCALE: 314"=1'-a' (W/ UPLIFT) scALE:34„=r-0" SCALE:3/4"=T-a' LAP TOP PLATE A MIN. OF 48r' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL 1V, O/C STAGGERED. Q m U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. 0 8" CMU WALL o, ' a a' POURED LINTEL CONT. (TYP.) ',.'p•. 8" CMU FILLED CELL (TYR) TOP OF SLAB I' s SEE SLAB SCHEDULE 2X WALL FRAMING +- a -a' [�r�---•-�-� SEE SLAB SCHEDULE 1/7' DIA USP 72506D BOLTS S' TOP OF SLAB -a^ Z i - a MINIMUM EMBEDMENT INTO • '. a, "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND - • • ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °•y r? POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ° �' SEE SCHEDULE FOR WxD, BAR SIZE /FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SDALE:3/a"=1'0 (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION �0 SCALE: 34'=T-T 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7144078 www.abdesigngroup.com O 4 � W D E t a � Ilia' $ evaDiv. ae L.OT ABBOTT PARK LOT #26 BLK #8 P1 "M 04181.00t 26082 MODEL& 3EAB "1504- ALLEX" GARAGE awiNG: LEFT PAGE: DETAILS 160 MPH EXP, C SEr U 210, 09/25/19 CAL 3&4/4"=1'-0" 8HEET S1.1A SCHEDULEPAVERS TOP OF M0 SEE FOR ■ , BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE. 1/2"=V-0" LAP TOP PLATE A MIN. OF --------- AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. 1! VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/Y'x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY S12" EMBED. MIN. 0 16' USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS WI 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 'SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 BQALE:3/4"=,'-' (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 3 SPACING REQUIREMENTS MIN. 10" EAD W/+1" NOSE o j 6' CMU WALL #4 REBAR (TYP.) � W +-M m W • TOP �F SLAB y SEE SLAB SCHEDULE Z O Q 1/Z' RADIUS OR g y CHAMFER - W U) Q 4 • N ewe K W Z 3 w 4" 0 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR STAIR DETAIL 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 1/2"=T-0" SCALE: 3/4"=1'-0" Z � STEEL REINFORCING IN GROUTED gCELL SEE PLAN FOR SIZE AND Do- Q SPACING REQUIREMENTS I. o- m U 00 N Z 8" CMU WALL o•-a• TOP OF SLAB 4 - TOP OF SLAB SEE SLAB SCHEDULE Z IIU��111 a EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4 e 4 4" CHAMFER (1STORY) 16, 4 W/ 1/2' ISOLATION - 6" CHAMFER (2STORY) JOINT (WHERE • #4 24" APPLICABLE) Z MATCH STEEL 4 ° REINFORCEMENT 30" 6'PVC CHASE PER SCHEDULE #6 36 6' PVC CHASE THRU FOOTING THRU FOOTING #7 W, MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 3 SPACING REQUIREMENTS f O 8" CMU WALL y SEESLAB SCHEDULE .,• :SLAB , SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVDj LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abde•igngroup.com AA #: 0003325 a s sunDiv. as L ABBOTT PARK LOT #26 BLK #8 PROJECT# 04181.000-26082 MODEZA 3EAB "1504- ALLEX" GARAGE 8WINO: LEFT PAGE: DETAILS %160 MPH EXP. C 1��3 S1.1B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM J, VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FUR. TIE RTICAL REBAR .. a TO HORIZONTAL REBAR W/ 10" HOOK BAtSIZEJ 48 BAR DIA. Z #3 1B >O #4 24" U #5 30" #7 4T HORIZONTAL/VERTICAL REINFORCING _ SCALE: " TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM �. a. 9. Z c m o__ I=-- m! -- now, mmimmo mm mmmammm mm Emmmm mm, mmmmmm mn OFFSET METHOD CONTINUOUS BAR#3SIZE 48B � DIA. METHOD #4 24" HORIZONTAL/VERTICAL REINFORCING "� SCALE' 3l4'"=1'-fY' VARIES PER ELEV. #5 BARS ■ i, 8" ., CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N' RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdeaigngroup.eom AA #: 0003326 a If O QQ E o9M SXMDIV. & LOT ABBOTT PARK LOT #26 BLK #8 PROJECT* 04181.000-26082 MODEL: 3EAB "1504-ALLEX" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C IAUV*-j/4-=1'-0- HEFT S1.2AI FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, BEAM SCHEDULE RaNSM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WAH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#6 — N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4awP�SSN SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eUe IIRIM ran *no via -is *IBM rlan roue ran W" aws ensue woos ream rests TYPE LENGTH SUS ePo RCMU TYPE LENGTH watt aesar rnn rt:ar r1e4T wsm W0111' Naar ePat-IT raear EatT rwar OWT waaar SW (42') PRECAST 2291 asw me mw Oar sae ww tow T-r (� PRECAST 1028 1024 t688 S'd (4r) PRECOW tar are ass 4r4 ewa mffi mm m 4we mu 7M wN 1Osw 11- taw ere wr 4aw eras Ns tot V41' (4e') PRECAST 1888 2w1 2mt asw 400 amm Tor 11"T 4'-0' ('IB') PRECAST MIS 788 tSOa 4'd (4E') PRECAST law ww wee rn 4m wr wm 71Po 41w mta 70A wl1 taw{ ttew tr1 210E awD wr 4m Effie eam 4'd (64� PRECAST 1888 few 2110 ant WE 4m e4w effi1 Pd (�) PRECAST an 581 1073 4'd (E4') PRECAST 12a 2010 smr am 4or ant sm qna Oar mu lea am tsw tree tm m amr am 4ws ant me S{• l�1 PRECAST 1217 ter tow 7M rw atr alas 4m SW 04') P Ott Ht 748 9{' �4� PRECAST toe ma 7ala aw Tam 4ffi2 tau aso ow tw7 tore the me ww sew awt 4en e-t0 (10') PRECAST 1082 ttm 1173 twt aw Es' aaa arm 8-10' (70') PRECAST 310 888 818 8.10' (70•) PRECAST w aw arm Ono aue tw1 wffi 4aw ttm ear ow Nr reo was am awo ar SO (7B') PRECAST SOS t2r 11171 a4w aon Vff 4ar set SO 1789 PRECAST SOT 721 490 Sd PRECAST �� sae I ww awt m Ire 2177 am art ewo 1 aer as tom tees rr 27w Oast m2 rd 0ND') PRECAST 743 tmt t7m 2effi Owe ww mm ass rd (W) PRECAST 424 $34 383 rd WY PRECAST TV t asr rn m tot I7r wet awe 3 ee7 w72 m 12" ter tow sr ear Ora S{• 11 PRECAST ( 6� m nw taw ass a/N am apt Y{" (t12") PRECAST 828 812 280 gd (tt� PRECAST set 706 11121. tw 2tr two to Ise is" rw am saw m m tar fee "in ffir 21n tad' (128') PRECAST 475 es aw taa ME a7a 21w 2rs tad (12r) PRECAST 264 401 180 tad (728') PRECAST m m me Itw im t Ott ee 1as ter rw Vs, NM m we itw NH 17w far we tr{• ltae•) PRECAST s62 ew m Ise ter aua ate 4os 11'{' (t98ry CART 2eo 4st te4 Ir{• (tseT PRECAST 4m sm.No tan ter Net 1m � ar taw Ise 2W ma 400e 4s ea t tat: tee toe star 17d (t44� PRECAST S97 ee m 124 tee 21w ser ww 12d (1441 PRECAST 244 402 137 Ir-W (144I PRECAST 4m 4w 7x W II t ISM ea m tea two stw 2eoe rw m aw se taffi t in 1S{' (18D� PRECAST 2a8 m IN tam 14a taw ter ww 1S{' (1871 PRECAST 217 324 110 1S'{' (IM PRECAST 4e aw ear 1w sw 1 tar m me tom t4r ter eau 2® 40 40 7w ttw ut t 1w7 14' 0' (188� PRECAST 2R1 aw 701 "a I= few 2127 ter 14'd (188') PRECAST 205 293 100 14'd (18n PRECAST ar Ss' ee wD fat ew ter 4w m "m -tar is 2m rw 410 m ni IONA Imew INIS taw 14'd (178') PRESTRESSED N.R.4 w N1 NR w NR w w t4'd (178� PRESTRESSED N.R. St 14'd (175) PRESTRESSED 2w a34 m on-[ m ar m 11ai 0 tw tm tee wr r17 V12 as M.1 t 1618. 1734 1S{' (184) PRESTRESSED N.R NR wit NR NitN Nit NR (184') PWATRE M NA 20 68 Ir-C (184') PREBTRES�D sw 2111 ma m 4w ON en on 7w i2m. mt VEM Im 117 7-10taw 17r ear zsm wta 1r-V (208') PRESI D N.R w w W w w w w 1r{' SOS') PIT 194 64 tr{• (2 r PR�TREsED 1a Iw m se 4r es sl 7w se 7A tm m ttr aw r0 NO taw taw few 2a7 7S{' Win PRESTRESSED N.R. w w w w w NR w tS{• Mr) P 146 82 19-C Mn PREBriOM e! tee aw � aN 49 40 m ea wt ea t M tar sw 4m NR tan 27'{' ¢88') PRESiREBBED N.R. w w w w 21V' RM'1 128 42 21V' (2M PRESTRESSED t42 tw 1a 2ffi r7 m m wr 4w m we aae o tow tw ae ON ee 27d (2849 PR6811iE88� NA w w w w a.ft 22d C�49 116 40 22d (2849 PR�1REssm IV tar tr sr 20 m m ma 4w m as er aw wo2Cd Ir ate r 7w Mn PRESIAEMM NA w w N,d, PRE81 NA W 61 2Yd ( PRr=SIRE88mtw tw tm Zs ZA m ar 4w atw e0e 7a7 m as 4r wa (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDEO PERCENT RE8AR. •ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH BIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#18-0126.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 FM: 407-774607E FAX 407-7744078 www.abdesiBagrouP.eom l AA #: 0003325 o E..1 7 mZQ at y� }�Q�e ! 4 iW 0 SVHDM Ale LOT ABBOTT PARK LOT #26 BLK #8 PROJECT 04181.000--26082 MODEU 3EAB "1504- ALLE)C' GARAGE EWMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C J CANTWELL NO 12079 DATE: 09/25/19 SCALE: 1/4"=1'-0" SHEET s2 IF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1d' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6'-1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k16' ap 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM Q�E / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING OR THE BOTTOM BOND BEAM IS TO E CONTINUOUS THROUGH THE TOP OF THE LINTEL. 1#5 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. = P05F�G� Bx16 DBL. BOND TOP OF - / ,\�•�' OQiLF' BEAM W/(1)#S BAR BOND BEAM EACH COURSE \aG 8x8 BOND BEAM TOP OF W/(1)#5 BAR .ti. BOND BEAM F =FILLED W/ GROUT q\AG U = UNFILLED GROUT SOLID FROM TOP .p!\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #VS, IN 2ND BOND BEAM BEAM COURSE EA SEE NOTE 5 _�16-1T/1 B LINTEL W/ (1) BAR RL2)E PQ��F HEIGHT � # OF #s'S, TOP LENGTH OF BAR = WIDTH OF MASONRY NOM0 OPENING - Z' BOND BEAM COURSE OR 2 BEAM DESIGNATION _ IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM Sx8 PRE -CAST CONCRETE THAT XFXX-1T/iM/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM IX' ) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT ASSHOWN <e 1/#, PRE -CAST 2x6(MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 11/4') 8' SLOPE FROM EACH END AND 1S' fps b O.C. MAX. MIN 1-1/4' 'L EMBEDMENT _ 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqlN SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4SOLIDBLOCI BAR TO BE PLACE 1!4" 8" FROM EACH END AND SECURE TO SHEATHING AND LOWE#5 MIN. REQUIRED IN NUPPER O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END IS,EMBEDMENT BOND BEAM EACH CELL HOOKED IN EMBEOMENT L[CMUWALL TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS `� ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11n"=r-0" 5 SCALE: 3/4"=1'-0" PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I s I — I SINGLE 1S CORNER BAR, 30z30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM � II I II Sx8 CMU PIER PROVIDE #5 BAR W! SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN, I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX 407-7744078 wwwAbdoeigngroUP.com AA #: 0003326 x m N a s atM]D & LAT: ABBOTT PARK LOT #26 BLK #8 P1ioJECTp 04181.000-26082 WoaErl 3EAB "1504- ALLEX" GARAGE 9WMG: LEFT PAGE: DETAILS 160 MPH EXP. C S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x i 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. HEADER SCHEDULE MARK DESCPTION REMARK 1Q (2) 2X6 Q2 (2) 2X12 FRAMING PLAN SCALE: 1/4 = V-0" i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH:407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: ODD3326 h qx �O C 8tT83D:v Se LOT: ABBOTT PARK LOT #26, BLK #8 PROJECT# 04181.000-26082 UODRIU 3EAB "1504- ALLEX" GARAGE 8WtNG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHRECT, STATE CFSTATE CF FLU p 2 7 19 J CAMrWELL r2079 P 09/25/19 1/4"=1'-0` SiiEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" # UPLIFT USP PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR HTWM20 WI10 10d TO WM "ROOF/WALL/FLOOR WITH (9) 10d x 1 12" NAILS TO TRUSS AND (4)1/4" x 2 114' SHEATHING TRUSS EA PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TAPCONS TO CONT FASTENER SCHEDULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP #27'XS'X4'-0' POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 10 TO TRUSS. FLAM7680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 SED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR BLOCK WALL W110 10d TO OVER TRUSS (NOT SHOWN) L#17880 TRUSS AND (4) 2 1/4 lx2, 2x WOOD FASCIA (A) USP LUGT2 W/ (5)1/4"x3" POWERS TAPCO S TO CONTz POURED LINTEL CONTINUOUS BOND BEAM WEDGE BOLT& (16)16 GALV. NAILS TO 2 SECU EDWIURAL 2x SECURED W/ (3) t6d TRUSS(2PLY)rVFL'17240(NOT SHOWN) GALV. COMMON NAILS. ENGINEERED WOOD 3/4 USP RFUS STEEL CONNECTOR WITH (4) 3/4'k8" WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES 21 O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS Fl.#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 17' O/C FOR REVIEW 2x SECURED W/ (3) t6d AND APPROVAL GALS. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMONN NAILS BEAM SOLID, 6' EACH WAY OF BOLTS MASONRY BOND BEAM 17' O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 BS, L(1 STRAP) A ALLOWABLE UPLIFT = U:3980 LBS, 1- 1785 LBS (2PLY) TAP CONS MIN. 7' B ALLOWABLE UPLIFT U:2430 L = 310LB UBS, L1310LBS (2 STRAPS) B ALLOWABLE UPLIFT = U:9000 S, L 1310 LBS (4 WEDGE BOLTS IN RFUS) LB COVER 7' APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b TYPICAL ROOF Q GIRDER CONNECTORS) 2a 2b GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA, TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING 0'-a' TO 30'4" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 6'-O" MAX (W/1X4) (1) "X" BRACE 0 CENTER TO BILK W/ 12" DIA. OR 10'-0" MAX (1N/2X4) (2)'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" ® SEE ARCHITECTURAL MIN. EMBED. AT 37' OC lx4 DIAGONAL MAX BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2z8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIfFBACK (AS PER O.C. MAX MAY NOT BE REQUIRED TRUSS ENG) 2x4 SECURED W/ (2)10Bs (0 EACH TRUSS (2)10 TO BE INSTALLED 0 BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-a' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE: 3/4"=1'-0" PRE-ENG'D TRUSS scALE 34"=1'-a' ONOT USED ONOT USED THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D OLEEDGE -5B" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5D SGL. STUD OUTER 1/3 OF it 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE _ THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT1SA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 315`D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS 11 AND BORING LIMITS 9 O NOT USED 10 NOT USED O scALE:3/4"=V-a' 1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 y V a O O ~ w 8IJHDIV. ac LOT ABBOTT PARK LOT #26 BLK #8 PROJECT 04181.000-26082 WODEIA 3EAB "1504- ALLEX" GARAGE EWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY B' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2)10ds ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. B - (2)USP MTW-12 U < 2390 LBS W/ (14) 10d GALV. COMMON NAILS EA USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ iOd x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 8 PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD SECURE BT. PLATE TO SLAB W/ 1/2W" WEDGEANCHORW/2' WASHER SET IN HIGH STRENGTH EPDXY 5-10 EMBED. MIN. 0 16' OC MAX. TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4'�1'-0" ROOFTRUSS 4x414x6 SYP NO, 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• :0: TRUSSNVOOD POST CONNECTIONS 10a 10b 10C SCALE: �,_,� POST TRU88 TO POST OONNEOTHM A -USP MTW-12 U: 1195 LBS W/ (14)1 Od GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U <2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGTIPHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6)10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8" A.T.R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FL#172419 A&B - USP PAU44 POST BASE cU:2,265 GA775 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE cU:2,255 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL017239 C - USP HTT4 POST ON SLAB-UA.465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 1 (20) 16d x 2-1/2' NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.com AA •: 0003325___.j a a �s BVHDIV. & LOT: ABBOTT PARK LOT #26 BLK #8 PROJET 04181.000� 26082 MODEIa 3EAB "1504— ALLEX" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHnim TAM OF E7 P 2 2019 . CANr*Mu NO UD" AV 09/25/19 C .4/4"=1'-0" L A �, HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 710 ZONE 1 " 18.31 PSF (28.31) ZONE 2 = 38, i8 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) Ix- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- GAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1f2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8tl GUN NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK Sol RING SHANK 2 1fZ' 0.120" 170,000 R NG SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 V7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS _ .—T.. — — EXTERIOR 8114EATNING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sol RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sol RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. z9 � w (D lL SQ U Q . in io Z � Y co z Z �w 0 SE iih 11111 mm ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMINC) SO RING SHANK* GUN NAILS - - - �6"O.C. IN FIELD, P. . SHEr*NG ATTACHMENTO 00F SHEATHING (O.S.B. TO BE STRUCTURAL GRADE �-• 8d RING SHANK GUN NAILS a 17' O.C. IN FIELD or Sol X 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS a 17' 0.81.)N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BBI EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT VIIERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W.. PROVIDE 6-A#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSOWGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. FORM -WOW - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN 8E SPF. ALL WOOD FOR BEAMS BEARING WALLS O PLATES, TO T SOLE LATE P PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Flo = 1100 PSI AND A MODULUS OF ELASTICITY: 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. (MOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. - ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A785, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH T CHAIRS SPACED T-0° OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 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 FOUND. REBAR SHALL SE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAVTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non--rrent REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - W WOOD TRUSSES. 10 psf STM CHORD -non-concurrent #5 BAR - 30" A7 BAR - 42" PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 pd TOP CHORD 20 psf TOP CHORD (7 pd w/ ASPHALT SHINGLES) (10 psfw/ 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 psf BTM CHORD 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pd MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pd WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD SPEED -18D MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY ID RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 OpBf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED WIA SLUMP OF 8" TO 1O'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F N-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C-04 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STARVED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIRE ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSRED IN ITS FINAL POSRION SHALL NOT EXCEED w MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN w MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3°FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/2' FOR #SAND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3N' FOR SLABS, WALLS AND JOISTS 1.1? FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. AN VERTICAL MORTAR HORIZONTAL Z R JOINTS SHALL BE 318" THICK UNLESS OTHERWSE NOTED. REMOVE MORTAR PROTRUSIONSONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E ORS, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS' SY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A}PLICATidJ 9TE TYPE BPAGN3 RE.— APPL1— Mm TYPE 1 9PACINO 1 REMARKS I x3 PT NRPoNp TO MPifJtJRY ICONC GBE1WtCENEO COIL N"L 11?LCNO. B CAC OPRAOE DOOR Bl1LK TO MA90NRYAMNC 1/1°dA NO WASHER TAPCVN 1—It?EMBED., FASTENER a O� x•EW d9T., In -d9T. AL BDD, . E, o"L CASE WIROENEO CdL — - — 9 QC WINDONV9TMl FASTENED OgMGE WM BULL( 1? dA w EXPANSION —T M` O,C <• EMBED.. x' END d9T, tx PT.9EE NOTES NNL 11?LONG. 9TADOERED INTO Mg80NMIWNC:- -T01xA60NRYA>JNC— WASHER 3'EWEdST. .NDOW eudL CASE NAROENED caL e'ac vnNoowrpoora FASTENED METgLBTRgPTo CONTACT THIS ENGINEER FOR SPACIN - -. ,. Pi, SEE NOTES NNL 1?LQVO. STAG mm 1—m-sONmtM , M490NRYI WNc. REQUIREMENTS SWING DOOR BiXY(b Pi.9EE NOlEB (]74�1e'DIA NO WARNER 'TgPWF! PASTIER ,B OC 114'EMBW. BEND Si.,11?EDGE DIET. NONAEARING WOOD WALL TO CONC. BLAB IFIXT. 1/T EXPANSION .'EMBED. x'END WI WASHER BOLT MOG dST., 3'EOOE p9T. LTwINOD1'IBLCK B.13B•PAF.]19' 8'OIL I' E. DIST. I,? Pi TO STEEL COL. BEE ,WI WA&1ER g(gOGEREO EDGE dBT. NDTEB NOTES 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NOA 1 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X•ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 J 8 04 � O a s 9VHDIV. & LOT: ABBOTT PARK LOT #26 BLK #8 04181.000-26082 MODExe 3EAB "1504— ALLEX" GA %AGM OWING: LEFT PAGM: DETAILS 160 MPH EXP. C EP 21 9 D f 09/25/19 C :1/4"=f-0" N1 w c ��\yJr �vc� \`M