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HomeMy WebLinkAbout8054 Broad Pointe Dra(2) 3O82-BN ------EGRET_ !2) 3m82-81# n o 1 11 1 1 11 0 - /io,l//110 ol1�a o - - - - - e II. s -� - m _ ♦ i mm o Jt 1AUN. roll - m - - �-mm - - 5OLLAIRD 1m ®LADE PER BLDG. m CODE - MFOYER- mm- - - 0;05��i - - • -Zola - - - - - of//Iio o1111io nU110 0111////Io alga o /� FLOOR PLAN SCALE= 1/4' " LIYWj 1,612 SOL FT. GARAGE 432 SOL FT. ENTRY 38 S4 FT. LANAI %6 $a FT. TOTAL 2;38 Sa. FT. CIADDIM LOAN )W 8 EMIEE FOR 3113 IIM Clow Ill 201E 111 W°N VW OA RBIMKB 41I lE FDOMCE MR WINDOW 0 8 34/-48 CRITERIA EXTERIOR SWIG 18 y 33/-43 DR MIN. CRITERIA Illl MIN. 41 8 31/-3S CRITERIA 16010 O.H.D. 112 8 28Z/-31.6 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CMINIOLDATECV/I/ c TOP PLATE 0 M BAR DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #f: 0003325 A 114 a 0 MUDDIV. a I'oT ABBOTT PARK LOT #2 BLK #8 PRojul 04181.000-0208 Ill 4EAB "1672-ARIA" GARAGE al LEFT PADS: FLOOR PLAN 160 MPH EXP. C DAZE il/20/19 aCAIa: 1/4"=1'-O" Bill Al i ' _ OR EGUIVALENTSHINGLE SNAKE SICIll AS SVm-ECFFI �N 11 '.glQlt=llnrh\ � - �i11�hI►�II - Ru�ll _.a�mmmn�"_�nlin - n/mn�mn�m�nn�m 1 IIm�mmnmrilmnm LIGHT LOW l -__ � - I' ■dill' FRONT SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 0'-O' FIN. S'-0' BRG. HGT.Io -- 1�b 4' FREIZE BAND (TTP.) b' TRIM BOARD (TTPJ HGT, 6-0' BR3. HGT. FYFION 5KTIDls1 OR 4B =fVALENT (M' 4' RAISED BAND (TIP.) oo,-0�. FLR. 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 2 4 F-1 �o 0'-O' FIN. FLR RIGHT ELEVATION SCALE. 1/4 R I'-0' TEXTURED FINISH :o I / OFF RIDGE T b AREAOFATNC 2235 Sa FT. NET FREEVENTIWTION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 22Mr" 7.45 VENTILATION AREA XSOL INCHES PER FT. H."I 1072.8 5Q IN. MN. REQURFD VENTILAION - .5X was IN UPPER PORTION OF ATTIC 535,E SCL IN. OFF RIDGE VENTIIATIONAREA 115 S11N. PER VENT STS4 An TOTALN OF VENTS RFAl3RED 4.66435 TALK OF VENTS PROVIDED 5 'AREA OF ATTIC ISTHE PERIMEI OF THE HOUSE, IEll THEOVEIHAN6 E%TENIOROF WALLTO D(TERIOROF WALL, NO OVERHANGS INCUAIED - ,bb'-m' BRG. W.T. ENE O�O I L NN RE lolull, REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH FIN. S -0.� 5R3. HGT• '-S' 001 2' I'-0' 1 ,L i,_4- 1 LOUVER DETAIL A SCALE: IR . I'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdasigngroup.com AA #,. 0003325 04 a !;4n av>Ba:v. ec LOT. ABBOTT PARK LOT #2 BLK #8 PROJECT 04181.00t 02082 MCDZLA 4EAB FF1672— ARIAFF GARAGE g/WING: LEFT PAGE: ELEVATION FF T FF 160 MPH EXP. C D TE 11/20/19 GCMG: 1/4"=1'-0" e*lZ= A2D FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS !FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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'). B. 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, .17T" " x 2 7/8' LONG, WITH WASHER @ 1S" 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. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (veI) WkN, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL B" PRECAST & PRESTRESSED LOADSFOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE OAD 0-0-BBS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Bl0 I eF608 I wim I it"m I simaB I SPA60 m TYPE LENGTH am we I — LENGTH LENGTH eF_ T enar eF— ensm -&IT ensar W204T enosr 8FM.IT en4ar W04T ePM-2r 6241T eAa2r 3'd' (42') PRECAST 2231 T-r (42') PRECAST 1026 1024 1698 3'4r On PRECAST ,m MN awl 4w 11203 xm 7001 lm 2m am 4m ma maa "" 4'-0' (41 PRECAST 1855 1'4r m PRECAST m m1908 PRECAST 1'-w mm tm a am Mle 4m 00N an ,m 23011 aDea ma 4570 em eon 4%r (NJ PRECAST 15BB 4'-6• ("I PRECAST' SB2 BB1 1073 for 041 PRECAST lam 2w 2W UM 4w 4n, me ,m 2w JIM aw 4w 4711 ,Bn sw (an PRECAST 1217 64- (549 PRECAST 411 411 746 64• (64') PRECAST loll m 2me me aw w, 4m 1me 171e Zan 2m Mw 3em 4m 6.10• C70') PRECAST 1082 S-10• (70') PRECAST 340 339 010 W-I(r (70') PRECAST m 1 2m a,m am Hat m /m 2w 2eM su7 3m 4,» 6-0• (7n PRECAST SOS 64r (78) PRECAST 501 721 400 64S' (?n PRECAST w , xx ml m um ,m 2w meo w1 ant Tot• (s0') PRECAST 713 r4• Pn PRECAST 424 534 353 r-S' On PRECAST m 1 2m m7 7n tax ,m 2w am mr am 30 V4' (tt2') PRECAST Sµ B4• (112•) PRECAST 325 512 230 Y-4• (11Y) PRECAST ex 7a 7 ton 1N 2,m M00 m m it" tw 1m m4 am 101-T (12n PRECAST 475 10'8 (125) PRECAST 254 401 180 f0'-6' (120") PRECAST m m m „N $4e1 , 2H1 m m 1110 i472 ,m 2oee >w 11•.4" (135) PRECAST 352 114- (131M PRECAST 200 F. 452 154 llv (135) PRECAST 474 w m IW m f 1m 4x ,m ,an tm ,m 21m 170 (144') PRECAST 337 17-V (144) PRECAST 2M 402 737 12-V (14P) PRECAST 4n 40 7a m 11 1 lm /n m w im t xn try' (teo� PRECAST 21M 134' (160') PRECAST 324 110 134• (1071 PRECAST NO m w 7M 786 w , tm w w Teo 7/t ,m 14'4' (155) PRECAST 27B 74'-0' (15B') PRECAST 205 2BB 100 14'4r (1SSh PRECAST w w m 7x w ,m /10 40 T17 1w / 1 1m 11'8' (t75') PRESTRESSED N.R. ir4r (17n PRESTRESSEDN.R. 254 91 W4r (,M PRE m 24e m w m m en m m t m ltaf 17x 161' (184� PRES7AE88ED NR 16�• (181') PRE N.R 15S 83 1V4' (164, P m m a1a m w w em m 7eB aft low 1r4' ( ') PRESIDED N.R lr-P C10B') PRESTRESSED N.R. 194 64 ir-C On PRESTRESSEDtm lea m m 409 w en 740 w 7w ,771 m un iVi' C1.T2'1 PI IRESB® N.R. iV 4' mn PRESIRESBED NA 148 !i2 1C4' C432•) PRESTRESS® nt ,M m m m 4n M m M w M m 12m 274' (256) PRESTRESSEDNlt 214' Mn P N.R. 214' On PRESIAESS® m sx m m ma m w 410 721 m m w1n /m2r-0" C1eP1 PREST ESSED NR zr-0" (254j PRESIPF.ESES NR t12542 2r4r (254) IARE8IRES8® ,m ,m m m w m xa w w m m mfm w24'4Y Wn PRESTRESSED N,R, 24'r ( PRESTIE88® N.R Se'-0' (TSB') PREBTAC� tx 1x ,n m m w m 4n 4u m 442 707 m w 120 210 40 w w ,w 1m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. -ALLVALUES TAKEN FROM •SAFE LOAD TAB" BY CASTC BETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR D� VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTAURD PER SPEdRGTION8 • PROVIDE MINIMUM POF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F,E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-012603 �m1�0�0 DD�OmO m�0000� 0�m0©00 mnm�r mmm©mov ��00©DAB mmomoom 0moc�o�c�: �m000mo �m00m�,7'"1Gu�"1 ■7�00�m0 O�®DOt.A Q 00®0©�0 ommoo�r,�+ ■��miC01��0 oom0�oo ��mOm00 ®o�om0© ©�mOm00 �0�0�m0 00��0�0 000�00� 0©00©©O �000�0� 0��000� n uVOB �� ".. � "« »_ � ~ w. � 8F16-1TIOM/OB�° .",n .., ,.. •" ( Ib 3'° Ib t ll $ - d 8r16-11/OM/UB r" i pu L �� rf s i 's "v 3 i Y ( 9 c x a ( LINO, PROVIDE BB1 WHERE s ROOF TRUSSES BEAR, TOP 6 OF WALL EL. 8'-0", UNO. 9 L 8RF14-„. T/OM/OB t a 8F20-1T/0MI0B ( 8FB- 8F16-iT/0M/0B `s 1T/OMIOB *�� � Y �C LIFT BEAM PLAN SCALE: 1/4" = 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 W S2 is tq: ILL. 40 0 eIVBDM AS LIOT: ABBOTT PARK LOT #2 BILK #8 PROJECT* 04181.000-02082 MODEU 4EAB "1672—ARIA" GARAGE N WMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C AR NO 93M I J aw� 11/20/19 SCALE: 1/4"=1'-0" 8*EcZT N. s2 99 10072-4EAB 0 ARIA e0ooff H0M E S 12602 TELECOM C)RIVE, TAMPA, F1 33637 TepI: (813) 740-9720 Fax: (813) 740-9715 PREVAILING 0 SFo..Ck1f)ABUILDI;' CGCODE, �w `1 o '' 1. LECTR C CODE, THE CITY OF ZEPHYRHILLS -DINANCES REVIEW DATE JAN 0 2 2020 CITY E AMINEZEPHYRHI PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS RESIDENTIAL 8TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 8TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C .I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV. ABOVE A/C AIR CONDITIONING `D' ADJUSTABLE IT. ALTERNATE AMP. AMPERAGE BD. BOARD CD. CENTERLINE CAB. CABINET CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EFXA. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FIN, FINISH FLR. FLOOR FLUOR FLUORESCENT FP_ DR FRENCH DOOR FTG. FOOTING GA. GAUGE CAR.DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT INTERRUPTER CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB B.C. HOLLOW HDR. HEADERCO� HOT. OR ITT HEIGHT INSUL. INSULATION UM. UMINOUs M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD ro. MMOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURNAIRORML REP. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER Sim. SIMILAR IN( SEGL. SLIDING GLASS Sro. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPEREDGLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL D.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WE) WWIINODDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION•FBC ply CD'e 16"0 ARCHITECTURAL SHEET DESCRIPTION Ot" 20n Me- UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El -ELECTRICAL PLAN PG PS —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-NOT USED PG WA6-WALL ASSEMBLY DETAILS OVN* CD'8 REISSUED 1041E+1e FOOTING REVI810N PER M. 60WE8 02MAS PLAN MAINTENANCE 034M REVISED LINTEL SIZE AT FRONT ENTRY DOOR 06/12A3 ADDED LED LWTS • KITCHEN 4 SAT440" PER MARL BO*6 01MAS ADDED STONE OPTION ELEVATIONS V 4 V • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 y7�1 /1��/1 �[1 .S .l i. �IfllAI. S LMN53 1,612 SQ FT GARAGE 432 Ga PT. ENTRr 38 6aFT. LANAI �.� TOTAL 2238 Sa FT STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS SEP PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET)_ EAND XPLANATION INORAM UNCLEAR INNA NEEDOF FURTHERDETAILING TO BUILDTHIS PROJECT CT PROCEDURE IS FOR � BUBDERETO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. L44i N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7T4.6078 FAX: 407-774-4078 www.abdaslgngroup.com AA N: 0003325 Fstmnm t LOT` ABBOTT PARK LOT #2 BLK #8 PROJECT* 04181.000-02081 MODEL{ 4EAB "1672- ARIA" GARAGE SVfMG: LEFT PAGE: COVER SHEET 160 MPH EXP. C TIMBER i. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: GENERAL NOTE8 WE 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). 6th EDITION, (2017)AND IN CONJUNCTION WITH ASCE 740. 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, 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 % INCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LIMBER 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. & MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PIUJI ICI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERNI08 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 FN88NE8 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2'THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-106341A & 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 -I IA AND R703.7. FRtE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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 1hr TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www,abdosigngroup.com L AA M: 0003325 � P 0 • 61 b T.Tj aURDM ae LOT ABBOTT PARK LOT #2 BLK #8 PROJECT# 04181.000-02081 MODETA 4EAB "1672-ARIA" GARAGE AWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C SEP . •< DA M-: 09/12/19 aCALE: 1/4"=1'-0" aHs1CT GN '-4' (2) 3052-8H Rf.QCbe (2) 3052-SH oll�u��lio ol�In�u�ul��llo �� olllll���o o Dlo 0 - - . ollE�ia ollElElp o - o - - - s - - o - Em - i i ® ATTIC r�•� AD COAS LLARD " LAJ= PER ISLDG. CODE iEa Z FOYER M FOYER GARAGE �i I' = o OR - . - Emy - - - - ollEEltEEllo - �IEEIIo', oIlE110 �IE� nilllo oll�lio SQ.FT. CALC. S LIVNG 1.612 SQ. FT. GARAGE 432 SQ. FT. ENTRT 38 SQ. FT. LANAI 96 6Q. FT. TOTAL 2;38 Sa FT. 00Y'OBIT AID C.A0010 MD LOI�DB eAac IIID EWOw1E FOR a aeoaD aulw ORIL'Im Sam ME II WHMDMID IBM= MDrm FWAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWIWx 18 5 33/-43 Olt MIN. CRITERIA SGD. MA L 41 5 31/-39 CRITERIA 16010 O.H.O. 112 5 282/-31D BASIC BIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. —II, EXP.=C, MEAN ROOF HT. = 13'-0" URIS3 HAVE BEEN MODIF�D PER SBCTION R301.2.1 E FBCR 6TH ED. (2017) TO MEET TESTED E BLE OR NOMINAL NDID IAAD VALUES FROY THE CT MANUFACTURER. 0p1�gq�y8 DBL. TOP PLATE m BAR DETAIL A BGALE, 1/2'-1'-0' 0 s DIM. VARIES ARCH DTL. (,)ARCH 1/2 " I'-0' WALE: 1/4' . 1'-0' NOTE: -2-8 LOUY. 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 DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, 60LID OR HONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407.774-4078 www.abdosigngroup.com AA M: 0003326 1� 8J EN BUBDIV. & LOT: ABBOTT PARK LOT #2 BLK #8 PROJECT* 04181.000-02081 MODEL: 4EAB "1672—ARIA" GARAGE aEVIII,TO: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C DATIC: 09/12/19 SCALE: 1/4"=1'-0" 8HEET Al PYRON 0V12>04 OR EQUIVALENT SHAKE SIDING AS SPECIFIED (TYP.) b' RAISED BAND (TYP.) FRONT ELEVATION WZ E: 1/4 . V-0' TEXTURED FINISH NOTE= WALL FENESTRATION FLASHING AS PER FBCR R103.4 4' FREIZE BAND MP.) b' TRIM BOARD (TYP.) B'-9' BRG. NGT. FYPON BKTID(Il OR M--5fQUIVALENT ITYP. 'RAISED BAND (TYP.) OFF RIDGE VENT - , 0'-04 FIN, FLR. HGT. HGT. I' 0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT / OFF RIDGE T b AREA OF ATTIC = 2235 SO, FT. NET FREE VENTI LATION AREA REQUIRED = 113D0 REQUIRED VENTILATION AREA 2nS 1300 = 7.45 VENTILATION AREA Sq. INCHES PER FT. (144) - 1W28 SQ. IN. MIN. REQUIR®VENTIVLTION = .Sx 1072.8 IN LIPPER PORTION OF ATTIC - 5X4 SO, IN. OFF RIDGE VENTILATION AREA US SCL IN. PER VENT 5%4 /118 TOTAL: REOUI = 4.66435 TOTAL: OFVENTSPROVIDED 5 `AREA OF ATTICIS THE PERIMTTEROF THE HOUSE, LESS THE OVERHANG E%IERIOR OF WALL TO ET(TERIOR OF WALL, NO Q4ERHANGS INCLUDE ,�9'-9' BRG. HGT. -�BRG. NGT. 1 1010 U REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH V-a' BRG. HGT.�, W-Es' Brx I I 0 2.-4 I 46 v I TYP. 0'-0' FIN. FLR, `" I I 0'-0' FIN. RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FNISH `V-0 �_ • V I I I i I I ® ep I I I I V-4- * I LOUVER DETAIL 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www,abdesigngroup.eom AA k: 0003325 04 aFj� I" ~ 0 b • ! > b At ����� oscc SUDDIV. ae LOT: ABBOTT PARK LOT #2 BLK #8 PROJECT► 04181.000-02081 MODEI1 4EAB "1672—ARIA" GARAGE SVnNO: LEFT PAGE: ELEVATION I'D„ %160 MPH EXP. C 19 DAATE 09/12/1a SCALE: 1/4"=1'-0" SPIEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e DSV OUTLET 20 AMP ORALS POLS Ile, MTLET neV OUTLET NM ar OI i BOA ORWro11 �OFI W OMET BSSI WAwv PAL' NT111410 R rrAMPM Ra"rAw Ti s@ 220V OUTLET (4) ORION C00100ri OFIIna WATEFPRDOF Quoit QMM PALr NTIROrTSR 6 ewrcH 1140111 3-WAY OFTR eWTOH 4-1 OF'ER ,�__�/$\\4 '-`J OLOW MfD C80.NG LIGHT © LED CLG LKJHT O Vp YAl Pi LAHT OIRMOBI W CAN �- UALL ecn+cE PRE-WAO3D evow PAN I CFM MR $0. FT. vert. PAN mYLAMf Ian PSR en Fr. v I PIKIYE lOPECb Top by Wl 2•dLe WRN ® AACIRD rREc.EEeEo/ 2-eu.e UWUP MANMr keea 4' KAJORMICONT 4' TRACK LIGHT O PANEL METER O 8D, arlola DETECTOR sATT- wArJW.Irr uE.uaeolWSt r•1�T WALL Moist® 04II8 ,yRL.yC•�1 I �J Kim DETSWOR YE,NOmEd CAwSON PIMil Own 0!7[GT com� OR CQ' lw SHALL ISO A DRTMICE OF NOT LE" r4m 4' pffam it" PEDANT LtliNf NATRAI. am OLII ► TELW%CM JACK WATER WATEI[ DUrCNN GT AIR Q@DITICNWB DISOCIMQ T.LEVINONJADK GEL am TO EE Oa M-011" D N O J-sOX ACC XICWN 7 W IM KNOW AS WCN/OR bdracallill CILM am CE.NG PANA.AHr TO EE vAlivi m N ACCOICYICS Wv OM MAwaD AS SUCW Pow ROII4 34, NCOOtlCM LOIN aTTaP 3••IC.&A OICIRIT pcsunna LOW OTRP nnnnnnnn 4V LAI OTRP FLOOD LpHT �. OPT. asawrY KEYPAD • ►A PUGH-nIITTCN FOR cwrm we row • LOCATION OF TV JACKS 4 PHONE OUTLIFM 4 FNB TO M VRPwqw . HOMEQUMR PRE4.GTWSTRIO'TION MEETNG. • ALL e 4 20 AMP BRANCH 011M • TO N AMC FALLT PROTECTED PER ELECTIOCAL FwE2NO[" Cr a= Otu EDITKN ta0n1 � N� 31e.D Sou E:DITIOi • AMP P DEDICATED LAllORY CtIft= • ON . ISLAND (NOT CH KRC181 CaWW) • DIMRUAbiM DWC"SCT TO SO LOCKOUT N PANEL • BATWIll E04MNT FAN TO NAVE MN CAPACIx CP IIO OM NTERMTi PER ELECTINCAL Pw As" OF OEOTION Meer! li IO • wa•DLAW of ROOM FAULT CIRGIIT-RltlRaPTER PROTECTION FOR PSwSONfl ON 1iEDER6 • WIRING METHOD SHALL INS NON rMill LC CABLE PER ELECTRICAL PR"W" OF • ALL WOW TO Call WITH ELECTIRIGIL PROVISIONS CF THS Peen ATH ED (2A1(T2 . ALL LAMP• MALL = BELIea eY SIUe AND TW,f tY LAYTp16 MIMT sE Ep(EWR3r BR:IOIWNT TYM RER PEG E NLiny CGNAMWA�iT1A- L Y OSUIT PRE -WIRED \\ CLG FAN \ HOOD WIRE W/ OUTLET FOR S FUTURE MICRO. WI•C• 1 I _ MH 0. i / 11 4z- ] /t/w" 3— —WITCH IN ABINET � I , IlPIS•�I _ - —API \-P$ FOR U y--�— — — — GARAGE BOLLARD DOOR i ASREQ'WALL MOUNT CC CODE LIGHT�' LIGHT W/SWITCH IN ATTIC i i KEYLESS FIXTURE METER GPI FIELD CLG. VERIFY OUTLET LOC. IL IRRIGATION OHD OUTLET • 41' APP. I GARAGE 1 1 1 I I I I I 1 / / a ------------------ ' —�— COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-V' PRE -WIRED CEILING CLG PAN S\ MTD. LIGHT TO BE — INSTALLED,I PROVIDE ( J J-BOX FOR OPT. FAN PRE -WIRED i CLG FAN / GREAT ROOM I I BDRMJ j PRE -WIRED 1 CLG FAN \\ BDRIA J PD. HIKES PRE -WIRED CLG FAN I i I = I I L I I � I LED LIGHTING @ SINGLE LAV. OWNER'S BATH I I I L I I I I I I � I I L I I I I LED LIGHTING ® DOUBLE LAV. OWNER'S BATH ®amcus.�mo o��mm� I©�m0��®� �mEsa II*.-.lti7�tt�f.:©IOIIrr�lB® o amp Io mm�mlol® ®ama�crm_mm ®om��lmm m m �mmL-'�I�m IIs®�mm mm�molm ©m��ELalsl® sss�s�ss�L�sss�Ei� a0a�.��WWa�� mmO��O�o o��mmO� BOBBIN Ell ONES III 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBI 6iYE EDITION (2CAT). LOCAL CODER, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL DE TYPE TLIH N/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, I20/240 VOLT, I PHASE SECONDARIF ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-V2" CIA SCHEDULE Sm PVC CONDUIT OR PROVIDE.3 02/0 ALU'iNLM (AL) IN 2" PIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE MIND CU, THAN . 1% CU N 2' CONDUIT OR 3 Ti �4/0 AL. • WE CU N 2' CCIJDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NEMA 3R ENCLOSURE B0Al2P TELEPHONE SERVICE ENTRANCE EOLIPT'ENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE COMECTIONS 15m AMP D/24B VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE mmr"ENT 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FECIE a,3H EQJTION l2DITA 5/8" DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 P • � 53 G ZZ O a T 4n #Y a O BUDDIV. k LOT: ABBOTT PARK LOT #2 BLK #8 PROJi 04181.000-02081 MODEU 4EAB "1672—ARIA" GARAGE INITr G: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C IDAR 09/12/19 SCALE: 1/4"=1'-0" 8HZZT E1 II I I I I II j ( I I I II II I I in Q� I II II I r m Q II 9 • 'Il m • II i QI — — I II I II I I I I V ® in 1C I ii i iin-=, i iiu li II II I i c II I I II I II 11 11 it II ip in PLUMBING PLAN E, 114 . I'-0' 2' V.T.R� 2' KITCHENOINK W1 I AUTO VENT 2• v.TJQt a� r 2•�I� 2 11/2 )rl 11/2'� TUB ` II/2• I I I I I 1 IR' 1 V2. � r1 1/2, LAV 1 2� �1 —� ----Y I V2' 2 I I I �I I/2' � I 3• 2' I WASHER 3' LAV. AV I 3• I OHM 3. TO 3 3• MAIN 4' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www,abdosigngrouP•com L AA N: 0003325 AIM• £2 QQ C a a al T1 ITFIJ aUSD:v & LOT: ABBOTT PARK LOT #2 BLK #8 PROJECT* 04181.000-02081 MODEL: 4EAB "1672- ARIA" GARAGE 8WtNG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C RD9T mom" Ian ATI : 09/12/19 CALE: 1/4"=1'-0" HEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REGUIREMEENTS, T. ALL DUCT SYSTEMS INSTALLED IN NON-CONDITICNED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION 12011) MECHANICAL 81-Ca CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SCA 2-3.1 4. FRESH AIR INTAKES SHALL NOT DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SWOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION 120rl) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH GBF BOOSTER FAN OR EQUAL. PANTEC4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DFR46ER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUT8IDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO GONC. CONDENSER PLENUM 1 AIR RETURN W/ (2)-3A6'X2' TAPCONS SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES d STRAP UNIT (T) AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB 4SX11� 6HT. MTLO 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE, MAIN COND. DRAIN 3/4' DIA TRAP DRAIN LINE AND TERMINATE OVER HEAD • 121 FROM STRUCTURE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL DLOG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE PL. PL. OR WALL CA. PLUG SEE SPEC. a BRASS PLUG I'-8'XB' CONC. IrL FIN. GRADEOR EXTENSION TO OR PAVING R WASTE AS FITTING OR EDEXTENSION TO 601L 240-K J08AM 56000 OR WASTE AS INSIDENICKEL BRASS TOP REQUIRED CAULKPTI/SPEC N �INv. I—�-TE P� AIJ FLOOR SLAB CLEAN -OUT (TYPN. NEXT. GROUND CLEAN -OUT (TYPN) ■ MECHANICAL PLAN SCALE, 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 P [tl > J ass 11TI.L. J etMDIV. do L07 ABBOTT PARK LOT #2 BLK #8 PROJ=Tp 04181.000-02081 moDzu 4EAB "1672- ARIA" GARAGE 8WMG: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C DATIC: 09/12/19 scAlc: 1/4"=1'-0" oliEET M1 �e.ue,�-me-1 2X4 TOP PLATE PRE-FAB TRUES IR' GLG. BOARD 1/2' DRYWALL �, Tir 2X4 WOOD STUDS 024' O.G. SLAB I FIN. PLR NOTE: 5TUP5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. ( 1TYP. INT. WALL (NON— BRG. ) D�l SCALE: 3/4'-1'-& FIDERGLA26 SHINGLES OVER ^30 FELT PAPER FIBERCrLA88 SHINGLES OR SYNTHETIC OVER • FELT PAPEROW PRODUCT. INSTALLED OR SYNTHETIC PER SECTION R9 05.1.1 PRODUCT, INSTALLED ON OU3$. �' PER SECTION R90SU.1 OR CDX PLYWOOD ON J' O.8$. SHEATHING 5/8' GYPSUM BOA SE SECUURED PER OR k CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CL G. FASTENER SCHEDULE BOARD REFERENCE STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FiQE-� INSULATION R-VALUES REFERENCE STRUCTURAL MTL DRIP EDGE MTL. DRIP EDGE I'-0' PER ELEVATION 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS Ok{. ELEVATIONS VENTED SOFFIT R-4U INSULATION VENTED SOFFIT ATTACHMENT AS PER MANUFACTURES �WINDOW SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK 2 COAT PORTLAND a' cm CEMENT PLASTER APPLIED I/2' THICK 2 GOAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. WL. DD. DIRECTLY TO MASONRY WOOD BASE �\ AM * a MR am Low 2 GAS LINE THRU BLACK lf.I1L w•.f0 FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON i' OA$. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT, PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I1_m. TYP. ON. VI' 7WOi.2 COAT - POR7LM0 CBlNT PL,YT7®! A DOGGTLY M MMOIRT ATTACNW TO FLL C21LL Al MR rwooucT ATM'RDVAL Itf2. WALANT . . _. - 4ALV. *TM- lO, V2nmO44L TRACK M-M". PAST&M TO TRACK ORACIQTS A, PRODUCT APPROVAL RIM s GARAGE DOOR JAMBS D1 SCALE: II/2'•I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES .PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. ILL. 6D. WOOD BASE FIBERGLASS 814NGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.1.1 ON J' OU3$. SHEATHING OR J' CDX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE OJ-L 2x FASCIA PER ELEVATIONS VENTED SOFFIT \--PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLRl _ }� 0'-0' FIN. FLR 0'-0' FIN. FLR � e _ J� 0'-0' FIN. FLR cm a a W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION " " NO OPENING NOTE: t' B NO OPENING PER SECTION 905.1.1 - FOR ROOF (I)I—STORY HIP BLOCK WALL s)-AAYERIUN M"AYMENT SYSTEM D1 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 (6�)1—STORY GABLE BLOCK WALL 1 SCALE: 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32150 PH: 407-774.6078 FAX: 407-7744078 wwwabdosigngroup.com AA #: 0003326 N Y r0 � H T av25DIv. Z LOT ABBOTT PARK LOT ##2 BLK ##8 PURAJECT# 04181.000-02081 MODEM 4EAB "1672-ARIA" GARAGE awn90: LEFT PAGE: DETAILS 160 MPH EXP. C 9 aA NO F-PRENTDATE: 09/12/19 aCAI.E: 1/4"=1'-0" B*Ccw D1 T 2x4 ON PLAT\LGECLTO FLAT 6LK uV CUT NAILS. SIDES 2X6 GARAGE DOOR DUCK V(S) N )JW A -COLTS 4' EMMOMENT MK W/ 2'X2'Xli WAN ASHER D NUT SPACEp EVENLY MWM FLOOR TO GARAGE DOOR HOW IN JOINTS PRIOR TO FILLMG. I.2X8 PT CLOCK • CENTER OF ® DOOR HEADER WKU)pXe'J-moLTS 4' EMBEDMENT V 2'M'7di' WASHER AND NUT. ® AtLI.EANCFIORB BE M ACCORDANCE TO I ® r MAMPACTURERS INSTALLATION SMTRJCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4ea•, w'•ry 8' cm 1f• DRYWALL I'X4' OR I'X2' P.T. NAILER a Ix4 P.T. OR %'X4' MIN, SECURE THRU FRAME 4 EXTEND I-)V INTO BLOCK ❑ W/ %- TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \ DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED)4) DOOR JAMB TO BLACK +3/4 OR +5/4 A SCALE IIDi E BLOCK +3 4 OR +5 4 : N.T . 2X4:= SECURE TO BLOCK W/ 116' TAPCONS OR (MIK 814ANK SIZE J45 MIN. HEAD SIZE 3W MIK EMBEDMENT 1 Yi ) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6,mRE SECUTO BLOCK W/2-%' TAPC40WMIK SHANK SIZE .145 MIN. HEAD SIZE 3W MIK EMBEDMENT 049 WITHIN 8' OF EACH END 4 g• CM18' O.C. MAX SPACING. )Q DRYWALL 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-i(r' CASING TAPCONS (MIN. SHANK SIZE .145 714TAz MIK HEAD SIZE 300 AMB OR WINDOW MIKEMBEDMENt IYiH TO 2X PER WITHIN 8' OF EACH END 4 MAI•MFACTURES DETAILS. I8' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1 2" n QOJDOII " SCALE, N.T , BLACK +1-1 ' 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Vs' TAPCONS TAPCON MIK I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 , CMU MIN. EMBEDMENT I Y4') )f' DRYWALL WITHIN 8' OF EACH END 4 IS' OZ. MAX SPACING. 'X4. OR I•X2' P.T. NAILER 2X8,m SECURE TO BLOCK WAI-�/{s' 7(�' OA.S. X 4• MIN. TAPCONS (MIN. SHANK SIZE J49 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. MB' O,C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-15 if rl IILRD01! TO BIiOCK +1-15/ 8 " SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPO" TAPCON MIK 1 Y4 (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT I Y4) 8• cm WITHIN 8' OF EACH END 4 JS• DRYWALL O,G. MAX SPACING. ❑ I'X4' OR 1'X2• P.T. NAILER 2 X84s SERE TO BLOCK W/2-%' OOR CASING (MIN. SWANK SIZE J45 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. US' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO HLACK +2 1/g' n WDIDOW TO BLOCK +2 1 4 u SCALE, N.t . 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE 34D MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X SPACING. MUST BE ON OUTSIDE 4 2X18' =MAX SECURED THROUGH SECURE SEA TO DLOCK Wes- W NON-8TRUCTURAL , TAPCON MR 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 30014ATTACH • rm MIN. EMBEDMENT149DRYWALL WITHIN 8' OF EACH ENDXW OR I'X2' P.T. NAILER US' OC. MAX SPACING.2X8m SECURE TO BLOCK W/2TAPCONSOOR CASING(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH END TO 2X PER 18' O.C. MAX SPACING.ANIUFACTURES DETAILS. No144NM Y M40p V MM'M Y IMWO V) DOOR JAMB TO BLACK +3" E SCALE: ?,LTA. 2X4m SECURE TO BLOCK W/ j(4.' TAPCONS (MIN. SHANK SIZE .149 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X US' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL !16- TAPCONS(MIN. SHANK SIZE TAPCON MIR I-Yi .149 EMBEDMENT INTO BLOCK MIN. READ SIZE 300 MIK EMBEDMENT 149 WITHIN 8' OF EACH END 4 8• CMU Yj• DRYWALL 2Xe,m Or -MAX SPACING. D I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2X SECURE TO TAPC0WMIK SHANK SIZE STRUCTURAL MEMBER 14g W/(2A2d WITHIN 8' OF EACH MIN.HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT IY4) OOR CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" T' SCALE, KTA. +3" 2X4m SECURE TO BLOCK W1Y4 TAPC40WMK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 18' OZ. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL W6- SECURE TO BLOCK W/1.1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 'X4' OR 1•)2' P.T. NAILER 2X8mp SECURE TO BLOCK WA-1/4' j{s' OAD. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.G. MAX SPACING MANUFACTURES DETAILS. MOH W'I Y M®69 TO'6,ff 1M� lDo Not pC®!i') DOOR JAMB TO BLACK +9-7/18' G ALE,WDMW BLACK +3-7 18" KTA. 2X4m SECURE TO BLOCK W114' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y49 WITHIN S. OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURECUR SE TO BLOCK W/I-I/4' NON-STRUCTURAL�1(4' TAPONS TAPCON MIL I-Y4 (MIR SWANK SIZE J45 (MIN, HA EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) 8' CMU WITHIN 8' OF EACH END 4 JS' DRYWALL 18' O.C. MAX 9PACMG. I'X4' OR 1'X2• P.T. NAILER 2XB® SECURE TO BLOCK WA-114' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" 11TO K+ 3 4' H SCALE, KT . d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 • N Q j J a� ss aunDiv. a LOT: ABBOTT PARK LOT #2 BLK #8 PLROJECT# 04181.000-02081 MODEL: 4EAB "1672-ARIA" GAitAGE aMING: LEFT PAGE: DETAILS 160 MPH EXP. C DA ptam 09/12/19 BCALE: 1/4"=1'-0" aHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 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 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:03/06/2019 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 W > �QQ E al I alit BVBDM Ae LOT: ABBOTT PARK LOT #2 BLK #8 PROJECT# 04 81.000-02081 MODEL 4EAB "1672- ARIA" GARAGE 8MING: LEFT PAGE PRODUCT APPROVAL LISTING %160 MPH EXP. C F—prAturr 09/12/19 SCALE: 1/4"=f-0" DIM= D3 OTOLD pWIO.RA O A MAN 1".0 Q KICKOUT ® ® DETAIL .OLD —WOOD SHEATHING OR CMU ieawa"Pr. • e'''' ?s; WRB LAYER "I, ■ awAae . R. a STUCCO WRAP (FRAME ONLY) R CAAM . M. C t .Y•., • ILL " � TR. O 701G" THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 COAT L E G E N D ;- CEMENT PLASTER (CM)°a METAL LATH (FRAME ONLY) LAP wRB 4 TAPE OVER DRAINAGE PLANE (WRB • ®� aorta® ROOT/WA- - --- L SC -REED W1eeT0MT LAYER 01, STUCCO WRAP) wAi. roLo. pQ mz aa. �'TNIOc�COAT eCFBI. ? __5'X5' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER - - - - - - - - - eeea"Nam (awW.oeoAT z NAL FLASHING AIL TOTROOF DECK,NOT BUILDING PAPER) UM NALOM P �• VT R 'D WALL SHEATHING) wmLAYNR CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X aO uwarmw ee O1T' INSTALL WITH ROOF CEMENT ur urae w auLoen e1MP STUCCO G OR cru 'yv .�� ROOF CEMENT . PER ELEVATIONS WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE METAL LATH: LATH TO BE PER SECTION na oan R103.11 / ASTM C-641-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL lIIHOL! IClq�tl AaO�r7 Q•l100r . DAT aoe, weeur " T FA@M 5 LATH DOES NOT MEET SPECIFICATIONS) " '""''0= L FLASHING N.T.S. i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA k: 0003325 � P m j gs��OWIL�� 4a w X o SVHDM & L,OT ABBOTT PARK LOT #2 BLK #8 PROJECT* 04181.000-02081 MODELa 4EAB "1672-ARIA" GARAGE BWU4C;: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DwTE 09/12/19 8CAL,E: 1/4"=1'-0" >a WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - NOTE - METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANIF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH - WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLU - VENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO Fi1�GM IV f�G VG1YG STUCCO SCRATCH COAT 4 1 COAT OF PAINT WASACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD 94-EATHMG WRB LAYER -1, STUCCO WRAP WRB LAYER 9, FORTIFIBER BUILDING PAPER METAL LATH FA&TEN TO WOOD 6TIWCTURAL MIEPb • 1. O.G. MAX TO K' MID-uwLL . -., 61 YADE &TRIP SELF ADNE&IVE FLA&NMG, CLEAN MAGONRY BEFORE APPLYMG V FMISN • MA&ONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER NI, — STUCCO WRAP CUT 'X' INTO SELF -ADHERING X I MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP 02 777t-� LAYER STUCCO WRAP STUCCO APPLY 6m MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 1�MEMBRANE FLASHING WRB LAYER 12, FORTIFIDER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL327W PH: 407.774,5078 FAX 407-7744078 wwwabdesigngroup.com AA M: 0003326 P L a. U av>Ban► ac LiOT: ABBOTT PARK LOT #2 BLK #8 PROJECT* 04181.000-02081 MODZU 4EAB "1672—ARIA" GARAGE OWWO: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE NT 09/12/1a EECALJO: 1/4"=V-0" eHMET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHINGS SELF-ADHESIVE FLASHING — — — — — 2 1/2' CORNER BEAD (FASTENER 4 SPACINCa ® l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.00m AA #: 0003325 J a A n asINS m 0 U IL B� gg !;4 BvsDm T ABBOTT PARK LOT #2 BLK #8 Pnom.cT# 04181,000-02081 MoDmu 4EAB "1672—ARIA" GARAGL' SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C • < x a_ a TW 09/12/19 SCALE: 1/4"=V-0" Mriff WA3 W000 SMEATHM6— �T ER -1 18TIVC ueER RESISTIVE BARRI1L' x YNE�mLl*p 61DR r' SEL►-A WRMG ILASIIM6 STARTER STItlP iONERM6 I�lSISTIVE RESISTIVE 7 C*lERm I WOW Tpm MEMB61 ER / AL GAP UACALLKWS OR ARMWVW GEAL T \ mal SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — i44i N. RONALD RtEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 8: 0003325 2 J susDm a LOT: ABBOTT PARK LOT #2 BLK #8 PROJECT* 04181.000-02081 MODEu 4EAB "1672- ARIA" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TM 09/12/19 SCAT_R 1/4"=V-0" sftEET WA4 l/8' TEXTURED FNIEH • WOOD, 1/2' TEXTURED ... / xSUB-BAb_ FINISH • CM x x x-_ W/I'x4' NOTCH ® METAL LATH x x x x x . . r - -------- --------- - - � ENDWRAPPED IN / / , PEEL 4 STICK METAL FA8CIA WRAP WOOD G SHEATHI qe Cm x x x x x x x x x x x x I' \ DRIP EDGE I\ WRB LAYER •I, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x I F— --- ------ -- --- — I\\ � ' I = WRB LAYER'2, FORTIFIBER BUILONG PAPER x x x x x x x x x x x x i I FRAME OR CMU 1/8' TEXTURED I\ \\ _ __ (FRAME ONLY) x x x x x x x x x x x x x I ' FINISH A WOOD 1/2' TEXTURED \ 2X6 SUB BAW ROOFMG CEMENT x x x x x x x x x x x FELT PAPER \ - FINISH ® CMU \ / x x x x x x x x x x \ DRIP EDGE x x x x x x x x x —DRIP DRIP EDGE \\ \� ' METAL FASCIA \\ WRAP Ya' FROM \ ©PL,4N B METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ONLY. FOR WALL OFF ° STUCCO, I' FROM \\ WOOD WALL \ x SET OF COMPONENTS) _EXTERIOR WALL /1 (FRAME OR CMU) \ \\ - METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF —�" \\ i DRIP EDGE \� NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED AND �B4' \�\ \ FOR CLARITY NB TCH W/ \ END, WRAPPED IN \ \\ \ ROOF DECK (BEYOND) PEEL 4 STICK _ \"` *ROOF CEMENT m \ DRIP EDGE, I' OFF WALL INTO STUCCO) ROOFNOT OMITTED FOR \� I CLARITY \�\\� 11/8' TEXTURED FINISH s WOOD, 1/2' TEXTURED i SUB BAND DETAIL ® WALL \ FINISH ® CMU / 2x6 SUB -BAND W/I'x4' NOTCH ' END, WRAPPED IN PEEL 4 STICK ®E L E VAT f ON FASCIA METAL WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL kE?) FIRE -ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/1i'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK— OUT 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/Wx4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774$078 FAX: 407-774.4078 wwwAbdosignBroup.com AA M: 0003325 S 0 a VIA acrHDiv. ae LOT ABBOTT PARK LOT ##2 BLK ##8 PROJ=Tfp 04181.000-02081 MODEL: 4EAB "1672— ARIA" GARAGM awsNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C D TE 09/12/19 ISCALE: 1/4"=1'-0" SHME�TT Vd A6 Y Y 3 FM-,2X18 FM-121 4" CONC. wl SLAB �I ao `\\ F-24X24 �a-31/2I 0 I `\ `\\ c 0 \`\ FM-12X18 I 1 Nk ,., PVC CHASE �4" ` I I �\ CL . \` I 0'-0" �\\ T—I °"r 1" PVC CHASE \`\\ FOR ELEO Q u SLAB I 4 a0 %`\\ ISLAND n ( I ,I `, I `` I \ � 4 1 I 1.1 I I I a SLABn, IIIIIIIIII — — ,- :51/2 IIII Z �o 2' Lb SLABFM-12X18 4"CONCEXTEND SLAB AFI-1111 -0�i J12 � FMG12X18 FW12XISL 1_ FM-12X18+71/2 ------2M12X12 —— 2'-8" w w 1.1 1.1 FOUNDATION PLAN SCALE: 114" = ,'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'0, SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1.01NDICATED #5 BAR, MINDICATES #6 BAR,111111INDICATES 07 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 95-S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-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, Sth EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6X6 WIAXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-IN18 12, CONTINUOUS 19, - (2)#5's - (+)0'A" FMC-1208 17, CONTINUOUS 18" - 6 #5 IN CURB VARIES F-24X24 24" 24" 17, (2) #Ss ) 0"-4" FW12X12 12' CONTINUOUS 17, - (2)#5's (-)0'-4" TE-1 w, SEE PLAN 8" - s 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 Ir F� P 94 • W I p C 5 aunDiv ae x'OT: ABBOTT PARK LOT #2 BLK #S PROJECT* 04181.000-02081 MODEL: 4EAB "1672-ARIA" GARAGE atIINO: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 5 a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS' P_. Rr G Q SPACING REQUIREMENTS GARAGE DOOR W•^ RECESS FM •, gZ) K Z 8" CMU WALL O to 8" CMU WALL , . 1 CORNER BARS, SAME SIZE AS BAR >I I w W 8' O m Z - +- 01-T • IN FOUNDATION WITH 30" LEG EACH d • W ,t, U) dS TOP OF SLAB 4 WAY AT ALL CHANGES IN DIRECTIONS I ., SO THAT THE STEEL REINF. IS CONTINUOUS jf TOP OF SLAB e ,,,:,,y •I. • MATCH AMOUNT OF CONTINUOUS BARS ?k- CURB FOR EXT. PORCH SLAB Wl 1I2' ISOLATION <-�Y"-„ - SEE SLAB SCHEDULE BAR SIZE 48 4"CHAMFER (1STORV) M3 EXT. PORCH SLAB - V I S SEE SLAB SCHEOULE TOP OF GARAGE I' 4" CHAMFER (I I ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '- 7=0, MASONRY SET AT ELEV: JOINT (WHERE•�1 W CHAMFER (ISTORY) q4 WI 1/2'ISOLATION -STORY) 1� .a 6'•CHAMFER (2STORY) U APPLICABLE) z SEE SCHEDULE NS 142' JOINT (WHERE APPLICABLE) Z • • EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST it AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO q7 Z4 r,-"\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3l4'�1'-0" 2 BCALE: 3/4"=r.a' GARAGE CORNER BARS DETAIL 3 4 DOOR OPENING BCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" W Z. STEEL REINFORCING IN GROUTED 2' CAPPED j 0) NEW REINF. BAR CELL SEE PLAN FOR SIZE AND GALVANIZED PIPE O IL SECURED W/2-PART 0 SPACING REQUIREMENTS W/FLANGE 0 BASE g I EPDXY. MIN. EMBED 8", LINO QQ w m Q O FOLLOW ALL MANF. y K SPECIFICATIONS FOR I USE AND U a 0 Z 8" CMU WALL SECURE FLANGE TO _ F PREPARATION OF 6 SLAB W/(4)1/4" X 21/4" HOLE..0 TAPCONS L�U. TOP OF SLAG 4 TOP OF SLAB o O} Q' ` QQ EXT. PORCH SLAB W/1/1" ISOLATION6" SEE SLAB SCHEDULE 4"CHAMFER (1STORV)4" W a, CHAMFER (1-STORY) CHAMFER (2STORY) JOINT (WHERE CHAMFER (2-STORY)6" • APPLICABLE) Z MATCH STEEL n#7,2" PVC CHASE THRU FOOTING gEINFORCEMENT6" PER SCHEDULE 8" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT BOLLARD 5 ADDING BAR TO R SIZE WxD UANTITY PVC CHASE PER SCHEDULE 6CALE:34""'-0" MONOLITHIC FOUNDATION AND BARQOR SCALE: G)jTtHLRUFOOTING 3/4"=l'-0' SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z g o� �U p 0) B" CMU WALL 'p Z POURED LINTEL CONT. (TVP.) IT' CMU CMU FILLED CELL (TYP.) TOP OF SLAB ��••. 2X WALL FRAMING Z f SEE SLAB SCHEDULE 1/2' DIA. USP 7250SO BOLTS 5' MINIMUM EMBEDMENT INTO - g "ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX POURED MONOLITHICALLY WITHFOUNDATION AND SLAB .= SEE SCHEDULE / FOR WXD, BAR SIZE ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOOTING AND COL. PAD BLOCK WALL CONNECTION 10 -- SCALE:314"=1'-0" 11 SCALE: 3/4"=1'-0" d N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 � P L Y? 4 V IL LL¢ R Q 14 Sual)m Ae IAT ABBOTT PARK LOT ##2 BLK ##8 PROJECT* 04181.000-02081 MODZIs 4EAB "1672- ARIA" GARAGE a11ING: LEFT PAGE: DETAILS 160 MPH EXP. C Dw� 00/12/19 SCALE: 1/4"=1'-0" B*Mmr S1.1A DOWEL PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 1 a rU cl y� 8UDDIV. & XMO ABBOTT PARK LOT #2 BLK #8 PIgOJSCTp 04181.000-02081 MODEL. 4EAB "1672- ARIA" GARAGE STIMO: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ROLJMD A 9 I�CM L AR NO 23 DACE: 09/12/19 SCALE: 1/4"=1'—O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM -J, VARIES PER ELEV. Z g a.a W- IN Q [] CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. -+� •a TIE RTICAL REBAR a - TO HORIZONTAL - a.> REBAR W/W"HOOK BAR SIZE 48 BAR DIA v��iiII��``-- Z #3 1 18" O M U #4 24" #6 30' #6 36° #7 42' HORIZONTAUVERTICAL %,� REINFORCING #5 BARS e-9 ,'-D" F711 Jf '-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abd•signgroup.com AA #: 0003325 � �QQ m 111111111 • >J LRetj S BUDDry as z oT ABBOTT PARK LOT #2 BLK #8 P1tOJECT# 04181.000-02081 UODEL: 4EAB "1672—ARIA" GAliAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C r— eu� 19 DATM, 09/12/19 wTE: SCwLE: 1/4"=1'-0" NKEET S1.2A A7�TAIM l.16511*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 NN 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER C 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. HEADER SCHEDULE MARK S17E A DESCRIPTION REMARK 0 (2) 2X8 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 IBBI DESCRIPTION fc (psi) SIZE'H REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING MASONRY 30DO 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS NSB SAFE LOAD -POUNDS PER LINEAR FOOT SAFP LOAD /►�J► SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Mw e4t7o W12-0 1 w4wa 1 mNas I W26M I wow I e7a4w I TYPE LENGTH MIB RCAIU TYPE LENGTH *$-IT SWU IM34T 4M2HT WWIT VlW WM-IT MMV WA4-IT V3W WS4T 4Pw2T eFaatt ewasr TO (42') PRECAST 2211 T-0' (42') PRECAST 1025 1024 16BB g4' (42� PREGA8T INS aw =4 4m awe 6132 7w1 »w aew wN 4w4 as em 70N1 4'-W (4S•) PRECAST INS 441- On PRECAST 786 763 1309 4'4- M PRECAST ,we aw SM 3B» 4m eel# wa taw 27w Nw NU 4m eea eon 4'4' (54') PRECAST 1689 4'4' (64) PRECAST 592 501 1073 w-r (Be) PRECAST 12w tow 2W em 4w2 4711 wM t20'7 a1N 2m a» 4W 471t wle w-w (64.) PRECAST 1217 s-• (er) PRECAST 411 411 745 Ste' (64") PRECAST 14% 7 a74 2W aw 3W 4w2 tote 171N 2m SIN ale ewt 4m B-1fr f►PI PRECAST ides s•10` (m') PRECAST 34D S99 616 B-7P (70") PRECASTSIN a°a 2W aea 4133 m tew aw 2m 3f07 Sew 47D Q4' (7r) PRECAST 906 SO (M PRECAST 507 721 490 84• (78� PRECAST m = Sat m m MR twe ewe nw 3201 37» r4' (90') PRECAST 74S r4' (96') PRECAST 424 834 363 r4' (90") PRECAST 7n 1 an ewa 727 »N »N 20fe 2W Zen ew 9'd' (112') PRECAST g54 V4' (112") PRECAST SM 512 230 9'-4 (112') PRECAST 4N In tt 14N tN 2fw 2w0 wt w2 rate tea 1w6 tow ate 1V4' (126') PRECAST 475 10'4' (12" PRECAST 2M 401 180 10'4' (12e') PRECAST wa a» ttw tw1 t art ew m I- t4R Im 2016 296 11'•4" (13r) PRECAST 862 11'-' (13W) PRECAST 200 452 154 11'-M (13r) PRECAST 4ri aN m ton fa f 17w 4N ON 1m »a 1N6 21P 17-V (1u0 PRECAST 397 174' (1400 PRECAST 944 402 197 174• (144� PRECAST m we 7N bw 11 1 1. 470 ON m 1302 1 1 an ITW (160) PRECAST 290 13W (160") PRECAST 217 324 110 IT-C (190") PRECAST 4fa 30 w7 tm 6N 1 1 4a 4w 1w IIW »t t tw7 IWO (169� PRECAST 279 14'4• (W PRECAST 206 TA3 100 14'-0' (166') PRECAST aN ae On 724 m »2D 410 4a 717 "a t f tw7 14'-6' (17'8') PPFATRESM NA 14'•F (176•) PRESTRESSED NA =4 91 14'4' (176•) PRESTRESSED a0 Ne 3N m ' w3 � m ea m » Hat 17N 1" (184') PREN Rfi1SED N.R. 1" (1841 PRE N.R. 260 93 154' (184') PRESTRESSED 24 m N3 3w 40 6» w7 on 701 at fwb tew irW On PRFS11E88ED MR tr1' Uae1 PR�TRE88ED NR 194 M 1r4• (20C) PRE to in 2w 3N 4w m wt 74o m m 12H m »73 19-C Mn PRIG MR 1W-C W2) PRF8TAE48ED N.R. 148 52 184' M21 PRESTO in in 2a m Ne 4a M7 w 547 w1 en To Ha 21'4" (75e7 PpF81RE'98� RR 21'-C (256") PRE NR 126 42 21V' Wn PRE87 w 1a !2 m w7 m in sr 40 n1 m ow bw 1Na 274• (264) PRESTRESSED NR 2r-W 12641 PRESTRESS® NA 118 40 274• (26'19 PR far 1w 2e6 m 4w w NO in IN 2n 170 m ar 613 an er 416 ew 4w w w7 34'-V Mn PRESITmw N.R. 24'4' MnPRBTREBBEO N.R 91 33 24'-0" (2ee9 PRESTRESSED 1N as Ne 4w ew 7w m -- ------ +» 2ao -- - 4w ----- eN --- eN Iw7t -- --- 12n (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. ALL VALUES TAKEN FROM `SAFE LOAD TABLES' BY CAB'T'CRETE 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 4. OF BEARING PAST EACH SIDE OF W W&OPB6NG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DN1810N ACCEPTANCE#: 18-0128.03 0000�0� OD®Omm� am0000m 0�00��0 m0000�0 mooQ!!�*�,Q'! 0m00�00 mmomo mmovomo mmm00�7�p!� om®oo�!c �ommoo�-!ter_! DO0m000 D�m0�00 DOmOm00 O�DOm00 ©omomov ��m0�m0 ®�m0��0 ©00000� D�G70000 �0000�� 000���11� ,1, a, a., ...,• 8F16-iT/OMIOB �..� < �a ,...., �, .,:. u. �...,..8Fi6-1TIOM/OB 8F16-1T/OMIOB .9'�; F r r r a " GT m i o, vs 2 >a F LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. V-8", UNO. 3 I I L-----� �yR � a� Rw 8F8- f 1T/OM/OB 4. e r - r �N F ti y k 8F28-iT/OM/OB 8F8- -- . 8F16-1T/OM/OB : iTlOMlOB gg R In # LIFT BEAM PLAN_ SCALE: 1/4"- 1'-0" 1441 N. RONALD RFAGAN BLVD IONGW000, FL 32760 PHI: 407-7748078 FAX: 407-774-0078 wt#w.abdelsigngroup.com AA #: 000332E _ J P v� 4Dpp FR 6 �O li S ,mot LL aysa><v k RAT: ABBOTT PARK LOT #2 BLK #8 PROJECTp 04181.00 —02081 uoaEL4 4EAB "1672—ARI9" cwiswaa awixt3: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 KPH EXP. C D g`. 09/12/19 a>HEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30"TYPICAL #5 BAR IN BOND BEAM 1 REINFORCING OF BOND BEAM 3W=T-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'x8 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. BOND BEAM IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. rG\' 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 �O AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 V� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'xt6" jp � 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. o�� , / b \\•1. O S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *-* �p BEAM W/ (BOND TOP OF #5 BAR I BOND BEAM '\O 0 EACH COURSE G 8x8 BOND BEAM LBO �Ea\� W/ (1) #b BAR F = FILLED WI GROUT I .Y\U =UNFILLED GROUT SOLID FROMOP NOMINALLINTEL TO TOP OF BONDOF OPENING WIDTH # OF #TS, IN 2ND BOND BEAM BEAM COURSESEE NOTE 5 a6-1T/1 8X8 PRE -CAST CONCRETENOMINAL�LINTELW/(1)#5BAR(L2)HEIGHT #OF#5'S,TOP LENGTH OF BAR = WIDTH OFMASONRY OPENING-Z'CORNER BOND BEAM COURSE OR BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" THAT XFXX-iT/1M OB INDICATESADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li)REFERSCALE: AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/1. EMBEDMENT 2-3/16 AANKON )(MIN PRE -CAST -°a 1MT OR RIVE PIN SH WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' FSOLIDKING1/4")8'•FROMEACH EMBEDMENT 2x8 (MIN 2 X 3)2J116 TAPCON OR RIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 END AND ATHING W/ 18"O.C. MAX. MIN 1-1/4" LK. EA. END EMBEDMENT THING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.com AA $: 0003325 F@ N U uDDIV. & LOT ABBOTT PARK LOT #2 BLK #8 P1tOJECT# 04181.000-02081 MOaEU 4EAB "1672-ARIA" GARAGE 811IMG: LEFT PAGE: DETAILS 160 MPH EXP. C a aA �': 09/12/19 aCALE: 1/4"=1'-0" aDKEET 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 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RTISA OR LUGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 POS36, .177" " x 2 7/6" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngrouP.com AA #: 0003325 P [ ti � O > a • i-il SXMDIV. & L+OT ABBOTT PARK LOT ##2 BLK ##8 PROJECT# 04181.000-02081 MODZXA 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C parp" DAW. 09/12 119 SCALE: 1/4"=V-0" SIMET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" OlC, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # UPLIFT USP "ROOFANALL/FLOOR WITH 9 10d x 1 10 NAILS TO O WM TO HTWM20 SHEATHING TRUSS EA. PROVIDE 4"MINIMUM NOTE: FOR (A) W/SINGLE D (4)1/41010d x TRUSS AND (4)1/4" x 21/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #27'XV-X4'-U' TAPCONS TO CONT HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d POURED LINTEL 10d x 1 T 10tl x 1 12" TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2) USP 10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) FL#17680 BLOCK WALL W/1010d TO 1z2, 2x WOOD FASCIA (A) USP LUGT2 W/ (5)1/4'k3" POWERS TRUSS AND (4)114" x 2 114" TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL WEDGE BOLTS (16)16 GALV. NAILS TO TRUSS (2PLV)#FL17240 (NOT SHOWN) POURED LINTEL 2x SECURED W/(3)160 (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4N6' WEDGE BOLTS AND lx2 SECURED W/ 10d TRUSSES @ 24" OlC, 1x2. 2x WOOD FASCIA (12) W53 SCREWS FL#6713 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 17' O/C FOR REVIEW 2(SECURED W/ (3)16d AND APPROVAL GALV, COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, W EACH WAY OF BOLTS MASONRY BOND BEAM 12' O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TAP CONS MIN. 7' COVER 7' APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b S6A '-' �a TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTORS) 2b 4 3 GIRDER CONNECTOR(S) (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'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0' (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE ® CENTER TO BLK W! 1/Y' OIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W! 7' 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD BRACING, BEE P T. PLATE W! 12d's 8" STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W! i5 U p; MAY NOT BE 12)10d's Q EACH TRUSS [� a F REQUIRED NSTALL TO BE IED 0 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF NAILS AT EACH HORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END COMMON INTERSECTION TYP. BTM. CHORD BRACING ' PRE-ENG'D TRUSS SCALE 314"=1'-0" NOT USED SCALE: 3l4''=V-0' 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114'1) P HOLE EDGE>516" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER <215•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE >5/6' 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 RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. BTM, HOLE DIAMETER PLATE < 3/5'1) DBL. STUD STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS 11 AND BORING LIMITS 9 10 SCALE:3/4"=V-0„ 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 wwwAbdeslgngroup.com AA #: 0003325 Q Stmz) . & LoT ABBOTT PARK LOT #2 BLK #8 PROJECTIL 04181.000-02081 MODEZA 4EAB "1672—ARIA" GARAGE 8RSNG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 09/12/19 8CA=: 1/4"=1'-0" skim= S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 216 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/7' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2z4 SECURED W/ 12)10d'e C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 a�s$s mm aUNDIV. Se I.oT: ABBOTT PARK LOT #2 BLK #8 PROJECT# 04181.000-02081 MoDEIa 4EAB "1672-ARIA" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH EXP. C DA g`. 09/12/19 aCA=: 1/4"=V-0" 8*mET S3.1B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER ® 24" O.C. BRACE W/ (3) 12d 0 EA SECURED W/ USP RT1SA TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 2x SUB -BAND 01-0" TO 30'4' (1) X' BRACE 30'-1" TO 60'-0 (3)'X' BRACE (1)'0P BRACE ® CENTER PRE-ENG GABLE TRUSS (2)'0C' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-W' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE �_- "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2) 12da MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 4 W/ HIP RETURN 6DALE 84""'-0" PRE-ENGINEERED r2 '�VALLEY TRUSS CONNECTION 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-774$078 FAX: 407-774-4078 www.abdasigngroup.com AA #: 0003325 Pi J J avHDiv & LOT: ABBOTT PARK LOT #2 BLK #8 PROJECT# 04181.000-02081 MODEia 4EAB "1672-ARIA" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C P/1 % AR NO 95M 0 Dw� o9/lz/19 aaAix: 1/4"=1'-0" ai'IEET s3.1c I I q MBLE-END I I L " ROOF WIND DEIGN PRESSURES 0 ZONE 1 •23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 •87.18 PSF (77.18) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7118" O.S.B. OR 12' CDX 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 Sd RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR, SHANK So RING SHANK, 21/7' 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 212' 0.12(Y' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12' CDX OR 7/18" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 81 RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/1B' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES 0 LL Y = O N O . I TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. orT�r. ER OR T R ^SS mm 11 .---�11 ,I �mm 11mmm 11 .. ROOF SHEATHING LAYOUT AND ENDWALL BRACRNG FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD CBd RING SHANK GUN NAILS 0 IT O.C. IN FIELD or Sd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS ® 12' O.B.jN FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pROMDEB%MR ENTRAINEDCONCRETEIXPOSEOTOEMTHORWEATF16t WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWNGS. CONSULT NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6tH EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 11, ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIASS044ROUND 04EF E WICATED ON ELASTICITY • PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLRFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ORANANGS.8EAMS UPPED 61NCHE8 AND SEALED WIIN ADHESIVE TAPE, PRESSURE TREATED.EATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMEN310NS 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, BtN 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 STRUCTURALDEPENDING PROVIDE SOUD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP 02. THE STRUCTURE IS DESIGNED 70 BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 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 WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE•DOVMS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2'CHAIRS SPACED T-D' OC, EACH WAY. DESIGN SPECIFICATIONS FOR TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS STRESS -GRADE LUMBER AND ITS FASTENINGS' DESINALGNS SIGNED AND THE NFPA. TRUSS DESIGNS SHALL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. E 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 BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. FROM IL SCALE, A RUST AND PLACED IN ACCORDANCE GRADE e01N MASONRY DEFORMEDBARS FREE FR OAND 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 "TPINVTCA BCSI V ROOF: LAVE LOAD FLOOR: LIVE LOAD 40 pd 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 psf TOP CHORD -nonconaurrBnt REV20 TVA. MIN LAPS SHALL BE AS FOLLOWS: N4 BAR - 25" NO BAR - 38" WOOD TRUSSES. 10 pef BTM CHORD-non-DDnwrrent 05 BAR - SO" 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH 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. pet TOP CHORD 20 pt TOP CHORD e (7 pd w/ ASPHALT SHINGLES) pdw/ No GYPCRETE) (7 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 BIN CHORD 5 5 sf BTM CHORD p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pd MINIMUM 101NCH HOOKS OR BE 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 Wes' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pd WIND: DEAD LOAD SPEED =17) MPH 9E GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING C, RI (ASCE (FBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WTH LIMITED LIVE LOADS: UNINHA TTICITHOUTST LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT (TABLE STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) WITH 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: 50pef, 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: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY• PLAN SHOW NG 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 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. SL MANUFACTURED IN CONFORMANCE W TH ASTM C-90, GRADE Pm = 1500 P31. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (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 Cd76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL 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" CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" 70 10". USE ONLY MECHAN CAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: "M" " FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING TYPE OR S" MORTAR SHALL USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS 70 BE FILLED. BE SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEC -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RE8AR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, = 46 W STRUCTURAL PIPE SHALL BE ASTM-53, GRADES, TYPE E ORS, Fy - 35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MIX DES GNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 d-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS &HALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED To THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 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 SWILL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B, FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-iW FOR ItAND SMALLER 2' FOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1 r FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325_14 BOLTS WTH 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, J43OLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION &PE TYPE BPAdNO REM4ML5 APPLICATON S2E HYPE I9PAdN0 RENMKe 1"]PT FIIRPoNG TO MA80NRY/GONG. fi.8E W1RCENW COiL L11/T TONG. B QG GARAGE DOOR BIKJ( TO LVBOrdRYAdVL IN'gA NO WABfIER TAPCONMA&xR1' FABiENER 8'QC 11(Y EMBED.. 4•ENO dBi., I10'EDGE pBT. BOO, AL EXIT OOORB G8E WIRDJIEDCDIL B'OA: WINOOWIDOOW FASTENED GARAGE OOdi BLCxt Ire d0. W/ C EMBED.,4'ENOdBT., IZ PTBEENOTEB "LIT?LONG. STAGGERED INTOLIABONRI'ICONL. TOW30NFYlG lO Wg N E%PNN90N BOLT M"OIL 1-. WINDDWBI1CK -HARDENEDLgL rac v4Nrov4000w FASTENED MEfAI aTRAPro CONTACT THIS ENGINEER FOR SPACING Ia PT, BEE NDTEB NNLIIFTLONO. STAGGERED IN. NnsduRYroDNc. MISONRvr CONC. REQUIREMENTS EM.SWINO DOOR13nE1xA TAPCdY' ft?EMBED. B`EM) NON9EATNG W000 1? E%PANBION <°EMBED. 4'END NOA: &1CK4T.BEE NOTES wpsNER FASTNI:R Kati geT.,IfYY EIX3E dST. WALL TO COIC.BVS WI WASHER BOLT qST., 3'EgiEDST. h PT WINDOW BUCK 8.138'PAF x31B' B•OIC YfllD.g8T.,11? NOTES P TO STEEL COL..9EE W4 WASHER STAGGERED ELIDE deiNOW 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUN 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. Ix 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,abdesigngmup.com AA S: 0003326 J Q 0 � a • yV S j LQ cl auumv. Z LOT ABBOTT PARK LOT ##2 BLK ##8 PROJECT* 04181.000-02081 MODEU 4EAB t31672- ARIA" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C INT FBH ATZ: 9/12/19 AXA EET SN1 1 TYP. 3/4' T&G 5U6-FLOOR DECKING GLUEU TO ALL EXPOSEU MEMBERS n