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HomeMy WebLinkAbout8015 Sail Clover LnOWOMITAIDO A001MODLA" BANG NTD E1FomFoRi eDw om OPBBiOE ✓ OUNE WE W WHWD VA IBM MDTN'E FOOTANE MIN. WINDOW IV 5 31/-50 CRITERIA EXTERIOR SWING g 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-35 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=U. EXP.=C, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION 11301.2.1 OF THE FH(R WE EDITION (2017) TO MEET TESTED AUDWABTE OR NOMDIAL WIND LOAD VMM FROM THE PRODUCT MANUFACTURER. COIRRD I)RE FIRST FLOOR PLAN SCALE: 1/4' " I'-0' SQ.FT. CALC. S I5T PLR LIVING 90l S4 FT. 2AD"LN81G 11953 Sa FT. TOTAL LIvNG 2y60 Sa FT. GARAGE 453 Sa FT. ENTRY 64 Sa FT. TOTAL 2,111 Sa FT. 41 Sk10' PATIO $0 $0. FT. NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECIUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEI'COMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE i ITS ATTIC AREA BY NOT LESS THAN tobY12.lmn)dYPSU'1 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4ry15.9mn) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. PBCR 2011 (6TH ED-) 302.1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.mm L AA 8: 0003325 v J • aLTmly. do TAT: ABBOTT PARK LOT #5 BLK #7 PIROJWTp 04181.000-05072 MODEL. 3EEB "2260-ELSTON" GARAGZ sVnNG: LEFT PALM: FIRST FLOOR PLAN 160 MPH EXP. C P � D11/20/19 SCALE: 1/4"=1'—O" aiIEE'P Al V-4 3/4. NO FIN. FLR 8'-01 ElwR NGT. GTARR RISERS TO CONFOR'I TO MK TfWAD.IO' MAX. RISER.# 3A4' W*' MAX VARIATICH N RNlERB/TREADS ADJACENT TO EACH OTHER SW MAX VARIATION N ANY RRERAMAD MA O"L CIRCILAR CWN SECTION DIA. TO BE 1 1/4' .-IAY OR PRWDE EaWALENT CAtASPADILITY WNDERB- MK 6' WIDE . NARROW END MK N' UNDTM . W PROM NARROW END b4' MK MADRAIL W.T. C DOL. TOP PLATE 0 m &LBAR DETAIL : v2'.1'-®' (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL 3/4' T46 SU6 FLOOR RIPE FOR SOLID NAILNG ,SLUED 1 SCIlYED PER FASTENER eciamE STAIR DATA, 16R • i94' 15 TREADS . THE CLEAR SPACE BETWEEN 10'. P NOSMG IN,THE I I/2" HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' PRE-ENG'D \ HANDRAIL • 36' AS PER FBCR R311.1.82 FLOORNG SYSTEM MAX p W/ 2X4 RE-INFORr.Nd(s (SEE FLOOR FRA"ET) �� MRG OSIN6 C I = Z qR NOTE: £ w \ HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR ° TERMINATE INTO A NEWEL ENCLoa® ACC[NISLUi OPAL! UH M STAUMSWALL �U POST. wr�ea R'»�-°�PI�iOMCMD CH 7W TAR W4cio= OIDE SM VY OYP'OUH 00AND. FgM 3W.1 B SC STAIR SECTION ALE, 1/2'•1'-V' (3) 2x12 9Yl.J STRNGERS 2 X 4 RE-NFORGMIG EA 2 X 0 STRINGER SECURE WA241 6'-8' O.C. IOd MASONRY NAILS . 2X4 P.T. SLEEPER NTO BLAB UATMN V OF EACH END, 32' Or— MAX 1 NOTE: m I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i's 2' OR A NONCIRCULAR CROSS SECTION WITH A Q PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16015J / FB.C. 2011 CHANDRAIL SECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 w .abde oigoup.c J L AA #: 0003325 JQW J o ^Q J p O 0 3 o dd a �o SUDD LOT. ABBOTT PARK LOT #5 BLK #7 PROJECT#/ 041 1.000-05072 MODEL 3EEB "2260-ELSTON" OARAIOE 8TIM0. LEFT PACE: STAIR SECTIONS & DETAILS 160 MPH EXP. C : _ . rA!D A ABOUCHACRA � NO 93MJ DA 11/20/19 SCALE: 1/4"=1'-0" SIiEET A1A SECOND FLOOR PLAN SCALE. 1/4 " I'-& 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 wwwsbde Igngmup.mm AA #: 0003325 J Z O J J J o v aulwiv. ae LOT ABBOTT PARK LOT #5 BLK #7 P1tOiMCTi/ 04181.000-05072 MOD= 3EEB "2260—ELSTON" OAXAGZ &Wmac;F: LEFT PAGVM: SECOND FLOOR PLAN 160 MPH EXP. C ROLMD a ABOUCK4M L AR NO 93M j D TM 11/20/ 99 &CALM: 1/4"=1'-0" aHMMT A2 23'-II' BLD HGT�, 12 S IT-4' 2ND FLR. BRG. HGf. 4• RAISED BAND 8' RAISED � BAND b' RAISED I _ r12 BAND 5 S'-4' 2ND FIN. FLR. -- ----------.-- W-0' IST FLR SHINGLE ROOF b' RAISED BAND (TTr.) FYF'ON CKTIIXIl OR EQUIVALENT SHINGLE ROOF OPT. COACH 4' RAISED LIGHT� I I BAND (TYPJ m O 1,12- THICK 2 COAT CEMENT PLASTER APPLIED 0'-0' FIN, FLR. O'-0' FIN. FLR IR DECTLY TO MASONwr - 4%4'CALV. V-TYPE - _ _ - _ _ FLASHING SET IN ROOFING CFYENT FRONT ELEVATION P PAPER ON I W OAA " �R'W RL 2xi eYP FR LEDGER ILV PAPER ON 1AS' = I SNEATHNG OR Or- 4 UTWIN &ED ROD 4 N• CDX I'LYYOOD BECUIa:D F'ER Or- � w1NiN i• OF EACH SCALE: I/4 : 1'-0' TEXTURED FINISH 'TUSCAN' �-DO 90EDIUE END MAX SET IN NIGHS!>•iBCN TOP OP dT STRlNGTN EXFOXY 2ND FN. 06 (PDt ELEVJ LSU-26 T- - - US SYI• RAFTERS OR PRE-ENG'D TRUSS (PER ELEVJ ROOF SLOPE PER ' - _ ELEVATION -- MN. T/I&' of SHEATHING d SET TO CE GEOATW TO CHANNEL FOR SOFFIT 2Xi MEMWRS UV Ed NAIL& 3. OG . PEFRETER LUC" W (4) IOPd'. I'-4• TO LEDGER AND (2) Wd'. 12 TO 2.6 JOIST 2•_0• �2Xi S1T Pr LEDGER 5 IU( TFMEADED ROD 92' Or- * OFF RIDGE VENT oG wTHN i• aR EACH END MAX SET N SIMPSON HIGH STRENGTH EXPDXY i' MN EMBED. ® �' Il'-4' 2ND FL..,LIB'-4' 2ND FLR. OVERHANG DETAIL ERG. HGT. - 8� A SCALE. V2 . I,_0. IIF-1 II II r A ENGINEERED wxo TRISEES . 24' OG BY 9'-4' 2ND FROFT 6NOP L 9NONEE SEALED -A A c' ,L9'-4' 2ND PROFESSIONAL ENGINEER FOR REVIBI FINS ------------- -------- - IF AND COMMENTS 8'-0' IST FLR 8'-0' IST FLR PLYWOOD SFEATHNSE G E BFY.. HGr. - - - - - - - - - - - - - - - - - - - - - �BRG. HGT. STRICTIRAL 4 6• 2NDF m.EEWA W.T. (PER LUVJ I El ❑ ROOFING AND FLASHING NI DRIP TRY& &TRAP& L YIaC11. EDGe PER MKTE WIYSRANTEE a�+L RROLUREMENTS I m w.AP PASCJA w n4 FREAK METAL MMQlRr DpO SEAM O bO, 2X& I AL FASCIA SEE 87RUGTURAL FOR l4bTQlR6 IVENTED SOFFIT PER ATTIC CALC'S 0'-0• FIN. FLRJ, OV-0' FIN. FLR APPLIED DMffiCTLY MASONRY' -- -------------- - -� RAM TRIM PER ELEVATIONS 2ND RR wNOM PER FLAN REAR ELEVATION (0-49zll E SOFFIT DETAIL SCALE= 1/4 • I'-0' TEXTURED FINISH V2 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abcImigngmup.mm AA 5: 0003325 y $ 4: a0�e� P IA LJHDIV. Ac LOT: BBOTT PARK LOT #5 BLK #7 ROJECT/T 04181.000-05072 HODEL: 3EEB "2260—ELSTON" GA AGE STNII?G: LEFT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C IRRMM A ABIM) H M 1 AR NO 93M J mm Dw� 11/20/19 SCALE: 1/4"=1'-0" SHEET A3H 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 w Abde kpgroup.wm AA k: 0003325 w; � SuDDIV. dt T. ABBOTT PARK LOT #5 BLK #7 ILO -iton CT# 04181.000-05072 1toDEL 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C ROLMD A ABOUCHACRA L AR NO 93M I D TM 11/20/19 SCALE: 1/4"=1'-0" SKEET A4H FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 1/r" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG 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 (41 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC�WPa770N I REMARK O(2)216 BEAM SCHEDULE ZMEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA = TOP OF ARCH I T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (f. SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1) #5 (1) #5 WA — GROUTED SOLID 602 MASONRY 3000 8.8 (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U4.INTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS !. SAFE LOAD - POUNDS PER LINEAR FOOT 41MP`Y666 SAFPPUF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BIM 0*0 6wm Ft24Y F1iMY W" F1M6 FRDM O,Ya+4 wm-w Fx/a amm N9Lm Fmm WY m TYPE LENGTH an 8" RCMI1 TYPE LENGTH WHT own WU41 WON !PINT 4FN2T 4PlO7T 4,Y041r 4PM-1T 4rMQr IT2Ni F914r 11Ni7T .ma 7Td (421 PRECAST 22I1 s 27N sw 40M m 4m loft 3'd (42") PRECAST I= Iaw 3•d (4n PRECAST 111Y am 0m4 4M4 mm else 7m, 20M 41M Y1m ,W W4 101Y4 nM1 ,m 2m 7m 4Mt Y0M Rf 7m r-0' (4n PRECAST 106E ,MI 2m 2m 4m 44M AW MM 4%W (ISn PRECAST 766 783 rd On PRECAST tm 2m m NN 4IM em mN m, 4m R10 7W 4m lam ,tm tm 2m 11m MM 4m MM 4m rd (NJ RECAST 160E +m s1m 2421 Am 4m 41m set rd (64') PRECAST S92 6B1 d745 rd (64') PRECAST t2M 20N sM ms 40m p,1 sm 2m SAP Mt4 7Yw. AIR � tt4M UP aN 27Y7 2As 40a 4711 SAY 6'4' l64'► PRECAST 1217 12N tm im tm me are mM SW (84') PRECAST 411 411 W-e (M PRECAST 1m 171 2276 2m mM 3m 4@ Nf mm mM 7W 1m inY 2m 2m M11 aM1 4m 5--10' (Iff) PRECAST 1662 ttm tm 11mi =1 >m >m 4q0 B--iP {70') PRECAST 34D 830 @-10 (MI PRECAST m t 2m MM 2m 4m 1N1 2@ 4m 71M m ,m 2110 1>m 3107 2110) Na PRECAST B0e tm 2t" >m mM AM 4m III Sy. (7W) PRECAST RIO 721 460 F-W (M PRECAST m 11411190 , &W tm 2117 200 m+ YM m "07 tm am 21110 set I am rd 16I'1 PRECAST 743 ,mt tm 2m 22M 2m 3191 211E r4r (00•) RECAST 424 534 363 rd (W) PRECAST 'm 1 1 2YA xm 1611 im 211111 =11 Mn 44n 727 1224 104 2E 209 MV am t►4• 11 PRECAST ( n 664 m ttm tm 2m s• a,Y am r1• (11i) PRECAST 928 b12 230 $d (i1T) PRECAST m 7w 7f m 21M m tm 14M =1 2111 ® m m 131B 1 ,m +m 22N :m tad 1 ( 2n rRECAsr 47b m m uff 2m 27"r2UB 2a 10'd (12n PRECAST 284 401 180 1" (12r) PRECAST m M4 m , , 2111 m im 1m m 27n m m 1/M tm Im sm 21m11••4' clan RECAST 262 m m 12w I" mm 4m 11•-4,14fm ( PREGABT 26D 462 164 11'a• (Wn PAE(A8T m tm , ,R ,7mm m 1m N,4 2m/ 4m 404 m Im. ,m 191 2,MaN (t44� PRECAST 997w m tat 1m4 2,m 24Y2 17d (tIn PRECAST 244 402 137 tzd (11n PRECAST 4N 4M 724 m „ ttrd m tad "m 2,M am 4m m m tm , m 2m17W (,6n PRECAST 20 4n 7m I= un ,m 2m 17W (t6n PRECAST 217 =4 110 tad (16n PRECASTnY4n 7m tm uM 4m 2m 4M m m two u1 no. aM trd (16n PRECAST ZA set7m 1m w tm 2m trd (ten PRECAST 206 286 100 1rd (ten mmAST m m m 721 m / tm 4a m 1m aM W 2W 2m . 4M 777 lmj 13wj lai. 1m trd (t7n P NA m m IOU m m m m 1rd (1767 P NA ?b4 61 ,rd (,7n 1A6ESI D m m ,64 m M412 an ON m m 191 11m 1171141 m m im tm 22f 2M 27D 10-C 1 (� �' at m Mt m m m m 18i• (tIn T4 NA ?� p 18i' (16n PRffi'IR�BED 224 aY m m 40 916 W m 7M + Oil1 tm 40 m- m m2 M11 aM >Bti try' PM Pif$Mi� N.R m m m m m m m tr4• C20n Pmummm MR, 1B4 64 1r-C Mn Plies tM w 2M m 4M m m 70 m >• 1271 m 114M m m m is ,m im 2W 1V-r ( ') PtE611ERM NA 1m Nt m 1m m m m 1174• mn PIF$RiES® MA 140 52 18-• CM-) PRE >e m m 2M m 4M 4a m W Mt W 1 W 1m m 4m 7m t1M ,m tm ,714 21'-C C2e6') PR6B7 RR m m m m NI N1 m 17� R6n PRESIAFEB� NA 126 D 21'4 (26n PTA to la a W" m 3M m m m 4m m m m m mN 1m 4a m 4N tlu 1m tm 2rd (764•j PRE81� NA m m 1R m m m m 2rd CHIP) PRESTO NA 116 40 2rd CHIP) PRESTRESSED 1F 1M m m 4m m m ,1Y lh4 m .m tow me uM ,v IN m m m 2m m 20 m 414 m m m w 24•d Mn PRIMBRo8® NA m m m m In m m 2fd C2Is') PR NA !H 39 2rd on PI'6 W m m 46 m 7M m 1a 2m 40 M m tm tm (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALIEB TAKEN FROM •SAFE LOAD TABLES• BY CASTCREIE YAY 2016 EDIT,001 -PRECAST RRODI1C18 BY OTHERS TO MEET OR EXCEED VAL1E8 STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE It4BTAt1E) PER MANWAORRRESSPEL2RC/LTION6 . PROVIDE MDR&SI C OF REARM PAST EACH SIDE OF WRDOW OPE6t4G PRC CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISI A TANCE :16-01 .03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0' 16-1T/1MM M. Q 6'-6" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.wm AA #: OD03325 zits I1p xnBDIV. ac LOT: BBOTT PARK LOT #5 ROJECT/, 04181.000-05072 HODra. 3EEB "2260-ELSTON" 0A2tA0S 8Wn90: LEFT PAOIC: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C -9_I - :." A ROLAW A ABOUCK4CRA L AR NO 9SM J p DATIM Il/20/19 8CALE: 1/4'=1'—O" 811EICT s2 I1p xnBDIV. ac LOT: BBOTT PARK LOT #5 ROJECT/, 04181.000-05072 HODra. 3EEB "2260-ELSTON" 0A2tA0S 8Wn90: LEFT PAOIC: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C -9_I - :." A ROLAW A ABOUCK4CRA L AR NO 9SM J p DATIM Il/20/19 8CALE: 1/4'=1'—O" 811EICT s2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 11T HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W1(10) 10d x 110 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 15' 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 9-0", FINISH FLOOR. UNLESS unxn n�..,comnec HEADER SCHEDULE MARK OE8(,R' IPTIOPI REMARK O(2)2x6 BEAM SCHEDULE INDICATES OPENING BELOW / TOZ. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PSI) Wig, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)1/fi (L. N/A — GROUTED SOLID 8B2 MASONRY 3000 Sx8 (1)#6 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U­LINTELS `IItFCMfa SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8<M 4FR0a 4Ff246 WON � W" qEV_=M LENGTH 7r (M PRECAST zm W-W On RECAST I= 4'4' (54-) PRECAST 1B1a 74' (".) PRECAST IM7 8-17 (70') PRECAST ,062 Br 1>a7 PRECAST 906 Tr On PRECAST 743 ow (112) PRECAST 564 1041' (126') PRECAST as 11'4' can PRE W 31112 174r (/4-7 PRECAST Sal 13%C (160') PRECAST 2/6 ur (16n PRECAST 279 ur p7n RESIN NA 1B4' (%n PPWMMW NA tr4' p6n PRE NA 1S4' Mn PREPRESSED NA 2T-C PM pREgrREGGM NA 27r MV) PFEMREOM NIL 2f4F RAC OTTEr�TT00(OOtO ODm�m�m 000000v mm00000 mo®room �0000©v o©0000v m©DO©©O mO�OmQ"_!�7"1 om000rvv 0000000 rrorvrr©©oov 000©000 000�oov ���m000 0��0000 �000000 �000000 ""OEM" 0�00000 0"0 000000� �00000� �0�0�00 0000��0 �0�00�0 pan NA m I =1 4m I w I w I 1#n Im (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALAMTAKM FROM SAFE LOAD TABLES' BYCASTQEIE MAY21HS ®RION -ALL PRECASTFRDDIICTS ARE TO BE B46TALLED PERMANLFACTU ES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U4-INTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4JNTELS SAFE LOAD � SAFE LOAD - POUNDS PER LINEAR FOOT PLFT TYPE .,,.Tees IROW TYPE I wFaT I ~T I ~T I ~T I R71sff I 4N 34r (M PRECAST 1025 I M Rae 7r Wn PRECAST 4'r (4r) PRECAST 786 763 13M 4'4r (4n PRECAST f4' (6n PRECAST 5112 611 1073 4'r W9 PRECAST 6'4' %q PRECAST 411 411 746 74' (BM) PRECAST 8--10' CM PRECAST 340 339 Ste V-17 (70') PRECAST fr (In PRECAST SW 721 490 Sr (7C) PRECAST Tr (60') PRECAST 424 534 363 Tr (10') PRECAST 74' (IM PRECAST 328 612 230 74' (11T) PRBM40T 10•4r (12r) RECAST 294 401 180 1Sr pen PRECAST IT-C (WS) RECAST 21110 462 164 111-C (13r) RECAST 11" (144') PRECAST 244 402 137 17-W (141') PRECAST 174' (110'n PRECAST 217 324 110 174' (160') PRECAST W-W (iee') PRECAST 206 203 100 14'4' Mn PRECAST 14'r (17n PFEUREIM NA 264 91 w4r p7n PF"Irms 16W pan FIESTA NA 291 83 174' pal') RMfSTES 1T4' Xn PRIESTIMBSO NA 194 64 174' X" PRFAIR S 1V4' Mn RESTEEM N.R 148 52 1S4' mn PRialm 21'-C On PR ST NA 126 42 21'4' on P 224' psn PIESITCAM NA 116 40 27r Pin PRffIIES W-w pan PRESTRESS® NA 91 39 ter pan PR NFM (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -RECAST PRODUCTS BY OTN916TO MEET OR COMM VALI ES STATED ABOVE -PROVIDE MM 1011 C OF BEARM PAST EACH SIDE OF RRDOWOPRAW PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774407E www.abdesigngroupcom AA #: 0003325 O � J i p It 10 p YC rJ 00 slJBDIV. ae TuOT: ABBOTT PARK LOT #5 BLK #7 PRO Tip 04181.000-05072 U0DEL' 3EEB "2260—ELSTON" GARAGE 8TfXNG- LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 160 MPH EXP. C EC RMAW A A10JO MA AR NO 93M D -m 11/20/19 mcmx1 1/4'=1'-0" SHEET S5 99 2260-3EEB-ELSTON99 ." aV1 C �i pAILINO 00®�� FLOF�ID�9UILDi RG CODES Sp _ 0,,PP� Rk111t� p,N®T�� �OIN�O� HOMES v�EW pP1 NYRH�1.� c OF,NIINER ' 12602 TELECOM [DRIVE, TAMPA, FL 33637 TcO: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 8TH EDITION (2017) aC AIRCONDITIONING MIN. MINIMMANUFACTURE; DATE DESCRIPTION mlA®Al 7-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION D.R. HORTON HOMES :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES nDa ALT. AMP. BD. CL ADIUSTABLE M.T. ALTERNATE MTD. AMPERAGE MTL BOARD N.T.S. CENTERLINE O.C. METAL THRESHOLD MOUNTED METAL NOT TO SCALE ONCENTER owlis BID SET ISSUED PG Cl-COVER SHEET PG GN-GENERAL NOTES 01AMIS 2011 FBC UPDATE 02/0IM STONE ELEVATIONS ADDED 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813. 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - Cw. CLR. CONIC CPT. C.T D. GEL D.O. OIA. DIM. C LING a CLEARETE PH. CLEAR PH. CARPET PLYWD. CERAMIC TILE PR DRYER P.T. DOUBLE R.RISER DUAL GLAZED RAD. DIAMETER KA.c. DIMENSION REF. INE PUSSHHUTTTOPERTY ON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AIR GRILL REFRIGERATOR PG Al -FIRST FLOOR PLAN PG AlA-STAIR SECTION DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATION "H" PG A4H-LEFT &RIGHT ELEVATION "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN 02/BA6 CONSTRUCTION DOCUMENTS ISSUED 04/Y+/IB FOOTING REVISION PER M. SC'WES 05A4/I6 INCORPORATE ]-JOIST DETAILS / FRAMING PLANS PER M. BOLES 01AVIS CONSTRUCTION DOCUMENTS RE -ISSUED 06RmAs BOLLARD DETAIL REVISED 0146A9 DETAIL- 'ADDING BAR TO BOND SEAM' ADDED To SIZA •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES DISP. OF. D.S DISPOSAL RM. DEEP R.O. DOOR S.C. ROOM ROUGH OPENING SOLID EXT PG P1-PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN 02/B/IS TRUSS ID'S ADDED TO FRAMING SWEET • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 D.S. DTL. D.W. EA ELEV. EQ. EXH. EST. F.G./FX. F.G. FIN. KR. FLUOR FR.DR. FTG. GA. DOWNSPOUT S.D. DETAIL S.H. DISHWASHER 8 T. EACH SHTHU. ELEVATION SHWK EQUAL BEN. EXHAUST sL EXTERIOR SLGL. FIXED GLASS STD. FUELGAS SWS FINISH FLOOR TEMP. FLUORESCENT THK. FRENCH DOOR T.O.C. FOOTING TO GAUGE T.O.S. MOKEDCORE SMOKE DETECTOR DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOPOFCURB TOP OF PLATE TOP OF SLAB PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL AS SEMBLY DETAILS PG WA5-NOT USED SQ.FT. CALC.'S 07/75AS PLAN MAINTENANCE 04/ot" REVISED LINTEL SIZE • ENTRY IST FLR LIVING W'I 50. FT, 2ND FLR LIVNG 1,353 SQ, FT. TOTAL LIVING i,760 50. FT. GARAGE 453 SO. FT. ENTRY (.4 SQ. FT. TOTAL Z,lll 50. FT, BXmPAno W SA. FT. 04/24M ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/19 REVISED HVAC vOLU`tE8 ON SOFT CALL SCHEDULE 04/26/15 UPDATED LEDGERSOLT SIZE 4 SPACING m6Ai/15 ADDED LED LIGHTS • KITCHEN 4 BATHROOMS PER MARK BOLES Tel: (407) 774-6078 GAR DISP. G.F.I. GARBAGE DISPOSAL TYP. GROUND U.N.O. TYPICAL UNLESS NOTED PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GI_GYP. BD. -FAULT CIRCUTf INTERRUPTER GYPRDM BOARD WP OTHERWISE VAPOR ASHERROOF STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG SLAB -DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HGTORHT HEIGHT W/HW' WATER HEATER. INSUL INSULATION W.I. WROUGHT IRON INT. NTEFJOR UM, `LIUMINOUS M.C. MEDICINE CABINET 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) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFFOR RM C1ATIONI TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG _ LS PG S4 1SECONDI FLOOR DECK PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S4.IA-DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DES ON GROUP TS NO RESPONSIBILITY FOR INT RPRETATIIONS OF PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS THE CONSTRUCTION BASED ON THE DRAWINGET.F PG S6-ROOF FRAMING PLAN PG S6.IA-DETAILS PG SNl-DETAILS SUHDIV. 8e LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODEL: 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C 19 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (201T).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. 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 WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 R3025.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS 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 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 14-INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMIBMO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINUM 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-Cl06312a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE 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 AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTORS 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 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www,abdosigngroup.com L AA M: 0003325 o ' � J 7g1 �t J y1 >P W0 SVEIDIV. !e TAT: ABBOTT PARK LOT #5 BLK #7 P1toJECT#r 04181.000-05071 MoDzr. 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C MUM A'*BbtK WCRA L AR NO W723 J DA 09/12/1A asCALE: 1/4"=1'-O" SkEm T GN • L-■ I J!�!�!ilio aiEi!i!iloliLiliSilo .� O :3 GREATRON�i niMiNN!i!i!iL fill I .• Ill QAA 4 ylli o I : / 01 ii 4 it Is. O C 111* ;. if 0.4 0,4 If i IN� STAIR_DATA HALF .� .; = Oi1111111IIn�.�.rrollllO 1d o - Ii - .• - o1.4 l = o y C' , 9,11 01 Ill cta.� 0 o ;: s, q I• l",If C� wm olio' I ��I I = FIRST FLOOR PLAN SCALE: 1/4' • P-0' SQ.FT. CAM'S IST FLR LIVNG SFT. = FLR LIVING 1989Q. So. FT. TOTAI. LIVNG 2.260 SQ. FT. GARAGE 453 SQ.FT. ENTRY 64 $0. FT. TOTAL 2111 SQ. FT. M PATIO 80 °.rGT. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (38 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE . ITS ATTIC AREA BY NOT LESS THAN Iy'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN ly'(18.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED-) 302.1 1 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 a Y 8J yJ� 0 01 fABBOTT PARK LOT ##5 BLK ##7 PROJECT# 04181.000-05071 MODEL 3EEB "2260—ELSTON" GARAGE 811111 : LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C DATF'p] 09/12/19 SCALE: 1/4"-1'-0" SHEET Al (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUD FLOOR MATERIAL 3/4' TAG S133 FLOOR t D 4 SCREWED RIPE FOR SOLID NAILING 6L PER FASTENER SamOULE I®'-0 3/4' 2ND FIN. FLR ,� STAIR DATA: 16R • 154' IS TREADS • THE CLEAR SPACE BETWEEN V NOSM \ 1 1/2 THE HANDRAIL AND THE WALL e'-e' t316's. HGT. \ MIN' SHALL PER ENOFMCR LESS THAN 1 1/2' PRE_E'p HANDRAIL • 36' AS ROORMG SYSTEM \ MAX p W/ 2X4 RE -I FORCMi (SEE FLOOR FRAMING SHEET) 10'1 OSING C 2 V \ I e�` R;SERS ro CONFORM To NOTE: ��etooirleL &TW eo (��bTM ED (�� \ HANDRAIL ENDS SHALL BE na+ �.� MAX Iftem-T w \ RETURNED TO THE WALL OR 3/4' 3/IS' MAX YARAT$ON IN i° u TERMINATE INTO A NEWEL RISERS/TREAD6 ADJACENT TO fNCLOeED ACCESINBLE MACE 11CSR •TAflM EACH OTHER 3/B MAX ���" PROYMCM N M �a D \ POST. vAItlATICH IN ANY roSER/TIRAD $IDE UTH in. 6- BOARD. POOR M.T HANDRAIL CIRCULAR CROSS SECTION D1A TO BE 1 V4' .-1/4' OR PROVIDE EGIUIYALENT 6RAM'ABILITY WINDERS- Mat •' 3/4' KICK NOTE: WIDE • NARROW END MIN II' PANTRY \ I°LATE worth • n' FROM N1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A 34'MIN HST. HANDRAIL HST. m DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A 4' o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND f3)2xY! BYP. \ _ A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES D� SIRS _ SHALL HAVE A MINIMUM RADIUS OF 1/8'. TOP 2 .2 RE -IX n S PLATEEA 2 NFORG R 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF 0 TRINGE m 0'-0' FIN, FLFt lorl 64 SECURE W/nd 6'-s• oc. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY loa MASCWFY NAae • 2X4 DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE P.T. SLEEPER INTO SLAD SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM uSTHIN V OF EACH END• 32' STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 or_ MAX BAR DETAIL (�)g TAIR ®SECTION C HAN/DRAIL SECTION A SCALE, 1IV-1.-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 2 O J aUDDIV. at LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181,000-05071 MODEIc 3EEB "2260-ELSTON" GARAGE DWING: LEFT PAGE: STAIR SECTION/ DETAILS 160 MPH EXP. C D TZ 09/12/19 aCALE: 1/4"=V-0" aIiEET A1A 13'-2' 2'-4- 14'-2' 25-SH 36'xb0' RE EG88 6. AM WAN \ -- ol�•�•�:�• •�•���� �o��oli!i!i!i!:!i!i!:Ioi!i!i!:!i!:!i!olil:!:!:!��!:!i!i!o ' U U J 'BAM -'- rr CM r Mmum 0 rr OVA �. r• I r� - r� •, 7 I ■ �• o �. .� ■tlAl��: � C� O C� 25-SH 25-814 EGRESS EGRESS SECOND FLOOR PLAN BCALE, 1/4 • I'-V 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com L AA 8: 0003325 r- 2 a saa� fSL7HDM aLOT: ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODEU 3EEB ' 2260-ELSTON" GARAGE BIFMG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C DA rluNT 09/12/19 SCALE: 1/4"=1'-0" SHEET A2 26'-6' BLD HGT j 12 gl SHINGLE ROOF 6' RAISED BAND(TYR) t'-m i II II n W RAISED BAND U [I tl 46 FYI" BKTIIX11 OR S' RAISED 6' RABISED I IEEI EQUIVALENT AND v SHINGLE 12 ROOF BAND 10'-0 3/4' 2ND ao COACH _ 4' RAISED LIGHT 0 I I BAND (TYP.) III �0 II 0'-0' FIN. FLR 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4 - 1--0' TEXTURED FINISH 'TUSCAN' 12 OFF RIDGE� T �S 'LR _ ,SIB'.-8' 2ND FLR 4GT. B� Ri. HGT. II ❑ II �I II A 2ND I f° 10'-0 3/4' 2ND _ — - — - — - — - — _ -�_ °LR FIN. FLR FLR 8'-8' 1ST FLR aGT. --------------- - - - - BRG. HT 45 II r REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH AREAOFATTIC = 1425 SCL FT. NET FREE VENTILATION AREA REQURED = 1/3w REQUIRED VENTILATION AREA 1425 /3M = 4.75 VENTILATION AREAX SO, INCHES PER FT.(144) = 684 SQ IN. "N. REQURED VENTILATION = .SX 684 IN LIPPER PORTION OF ATTIC - 342 SQ IN. OFF RIDGE VENTILATION AREA 115 SO, IN. FERVENT 342/115 TOTAL#OF VENTSREQLARED = 2.97391 TOTAL#OF VENTSPROVIDED 3 •AREAOF ATTIC ISTHE PERIMITER OF THE HOUSE, IESSTHE OVERHANG tEXTERIOROF WALLTO EXTERIOR OF WALL, NOOVERHANGS INCLUDED) tR' T141M 2 GOAT C lENT PLASTER APPLIED DIRECTLY TO MASONRI- 4'R4' GALV. 'L'-TYPE PLAS14NO SET N �oFR+b cEneNT FIOERGLASS 814NGLE8 OVER -M PELT 7X6 SYP PT LEDGER W) PAPER ON VI6' OAH. SHEAT-11 OR V2'R6' THREADED ROD 32' V2' CDX PLYUIOOD 6ECURED PER O.G. 4 UTNN 6- OP EACH NAILNG SCHEDULE END MAX. SET N 6P1P60N TOP OF DOMD OM 2ND PINL PLR lPER ELEVJ , NIGH STRENGTH EXPDXY s. a' MN EPIEEO. I LOU-26 \ 7xb SYP RAFTERS OR PIE-ENG'D TRImB (PER ELEW ROOF SLOPE PER --�- �► VI6 OSIS SM-TI41M GUSET TO OE SECURED TO 04ANIEL PC 60PPIT 2X6 MEMEE!R8 iW Sd NAILS 3' OG. • PERIMETER LUS26 SV (4) Wd'S I'-4' TO LEDGER AND (2) IOd'i TO 2x6 JOIST 2'_0' 2X6 SYP PT LEDGER IUD e V2'XW TH ADED ROD 32' O.C. 4 UTNN 6' OF EACH END MAX, ET N SIMP80N NOW 6TRENGTW EXPDXY 6' MN EMDED, OVER ETAIL A AlI/4 SCALE: - 11.0• 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 x R � G s lunviv, de LOT: ABBOTT PARK LOT ##5 BLK ##7 PROJECT# 04181.000-05071 MODEL 3EEB "2260-ELSTON'F CSARACE gVnNC: LEFT PACE: FRONT & REAR ELEVATION "H„ 160 MPH EXP. C pp.nrr "Moll DAM 09/12/19 SCALE: 1/4"=1'-0" 8*1EET A3 H IS'-8' 2ND FLR _ _ _ _ _ _ 5FV.. HGT. 1'-0' I II II 10'-0 3/4' 2ND', FIB----- 8'-8' IST FLR', Blues. .�THG ' — - — - 0'-0' FIN. FLR, 2ND FLR,, E T 10'-0 3/4' 2ND _ FIN. FLR IST FLR _ BRG. HGT. 0'-O' FIN. FLR OFF RIDGE VENT ------------------------------------------- i LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT eE ----------------- ------------- --------------------------------- FLR' Blues. HGT. ,CIO'-0 3/4' 2ND 8'-8' IST FLR ----' Rls HCsT. o0'-0' FIN. FLR 18'-8' 2ND FLR Fr- — - — - BRG. HGT. ..0. I Ire II II Ll_ 10'-0 3/4' 2ND --7 - _ _ _ _ _ FIN. FLR IST FLR BRG. HGT. a a I II aF El II II ------ ------ ----------------- II RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH oO- O'FIN.FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 ' 04 1 a A 14 0. ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 MODEIa 3EEB "2260-ELSTON" GARAGE STUNG: LEFT PACE: LEFT & RIGHT ELEVATION ' 160 MPH EXP. C I rsu- a 09 1l DATE. 19 BCALE: 1/4"= i'-0" SHEET A4 H ELECTRICAL LEGEND SYMBOL DEFMITION NOTES -e nsV OUTLET 20 A r SHUR PO.E WV OUTLET IWV CUTLET fA Q ounsT WISED TO EWTCM ON IIOV OUTLET NNiA17D NER INLrMOrMF7PEM RMISTAML INWAM T1Y'E) 224V CUTLET ru WRl 0OR 50TION -tom- GPI MM. WATMW940M OUIw GROUND FALL MlleMa�R �j ewrcH SIUTCH 3-ULAY OPER SIUITCH 4-WAY OMR, MOLL MOUNTM \ ! V LOW CEILING LOW © LED O.G LIGHT OVP VAPOR PROOF LOW ORNCESM0 CAN t-N WALLEOONCE PRE -WISED eVw. PAN I OM PM SQ rr. VENT. TAN WLMNR I C7M PER S¢ n. 'R/TTI�T V PIMMC rartCIS TSD BY 2-BI&� SRAP ® ARa.D { (aq! hNT) AROUND �� 7' R)IORESCB4T 4' MAIDNISCOr 80 8 4' TRACK LIOW PANEL METER • Sr101Q L2ETECTOE RATT_ RArY.Ir WLtlO� UOman DE7[GTA! EC� CMOOM PI �D°K'a! SMALL W e DISTANCE OF NOT LESS TMEN 4' PROMR LOW NAIWAL OAS allfM . TanlNDra JACK W1ER IEATBa m wE IID.RveTRe DISCOMlCT AIR 07901Tkl" DRCorNtcr YMJVISION JACK a am Famom O J-SON TO M spPORRD N AGCOIOMJC2 W BOX MAIN= AS ACM FOR calLto Wx CEILDIO FAWLIOMT TO M SUPPOIERD N ACCOIOAICE W = A4 SICM PaE pOVA W NOAweecwrr LOW STRIP onncna 26• PnAmcebo T L104T STW Nypnnnnnn 4V NCONWSC�T LIOMT STOP ROOD LIaMr KP GPr.MC""KETPAc • PA PWM-wrim Pon CM!!S um PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAW TO BE VEwum . HOMLOURR P111E6ONSTRICTION MImNO. • ALL 0 4 20 AMP BRANCH CIRCUITS TO BE ANC FAULT PISOTEL'T!D PER ELECTRICAL PROVISION OF Ewa S1H lDITION [201T) 4 NEC 71DJ2 204 EOITIOL • 20 AMP DEDICATED LALNDW CUECUIT. • an . ISLAND 04OT ON WOMEN CURCUR) • DIGHWAS ER DISCON OCT TO BE LOCKOUT N PANEL • BATHROOM ID044MT FAN TO NAVE MN. CAPACITY OF 90 CPM INTERMITTENT PER ELECTRICAL PROVISION OF SECTION MB013 • LAUNDRY ROOM IMCCPIACLa SHALL se GROUND FAULT CNNCUIT-MTERRIPTER PROTECTION FOR PER IOME?L ON 17110M • UJIMING METWOD SIMLL BE NON METALLIC CABLE PER ELECTRICAL. PROVISIONS OF lBCI! etH ED [2A3n2 • ALL W010C TO COMPLY WITH ELECTRICAL PRONSIOW OF THE PECAN lI: X2(2MT1 • &L.L L.APB suALL eE 41E1 PST..+ eY sX.12 ER & L! D! LIOaiTt40 MIST <IE BlrR6Y 61PMLIEM TYPE PER r� emEeY oaNeRVeTICN rRn�NTIu EalnY EIPICIeNCT) 20M. NN1 romON R40/l METER FIELD VERIFY LOC. COACH LIGHT F• DOOR PREWIRE ----------------- i FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a I'-C' P.B. FOR CHIMES PANEL: A PANEL: 42 crL bresW VOLTAGE: 120/240V•lPh MAIN: 15OAng M.L.O. FEEDERS MCu THAN&1.06Cu(G)In2"C. OR 3NGALTWM& 1-#6Cu(G)In7'C. wW rs. atr Dale aw wan gm41 —f rY wW R 3 W ABC ANN TINT« t9 RVA r ePA3 ]2•I t 2 4N.c. — AK —1 b 1• w s a w Ir.•p. 12o4a 4 T a 4 {aw « « m 2 w9 M 2 m DW eoo6 9 11 14 mw W.-.I m 1 w2 12 taw L M1r --AFa 15 1 44 .12 1 w lwftaR Nr Ofl In 1. M 120 Dltlraoa«W, m 1 w2 012 t w YHFI a00 1a 18 12w t1.1 « m 1 N2 .12 1 m IDYY[./CYwn NaxaCW DWNan APq 4w 11 1. 18w lvAwtlll.o4/wFwA.. 1 N2 .11 1 m 6nM iN4 19 m tea4 BnYA • m a12 w{ 1 1. r3.n.Rl a i Rac W AFq 9w N m 12w TAM Me AFq m1 n2 .4 1 m TAM a.a WAFa uw N JJ w4 Dwwew .e Rrc AFa 14 1 N{ >M 1 I N Ip R..Y WAFd w0 m N w0 84w,w .«tl Mc KI«AFa 14 3 aH At{ 1 M a4w. w U Ytl R« acW AFq w0 27 m 4w D,41Y 18 1 rl{ il{ i N Ban. N v YY RW APd w0 N w w4 DYwir t acN. AFq la a1{ n{ 1 to DRelal a a Nc Iw AFd 980 31 J2 9w Ow,r i AFa to 1 aH 4N t 14 O«I.,r e i .1. AFa wa 3a M a x 3a a s 3T M 8 a. 39 N a H 41 {2 e n lea! WbnYY1M«ctlrMllbM/M Mw0 22w9 L.M 1.4•Y.N I1t1«crrWNn/M ABBREVIATIONS: Mq: ARC FALLT gRMTMiEIRa•lER MC NDNCONgDEMLMD Ofl: GRDLNO FALLTNIERRIPIER DI3Ra21d FBMrCakuWD1R: Tar 1..a a,Alm 1. aan.r 4M« ataw FW 14aw wM.r lOa% iww RY.tl wtl. tl {a% 1ww tltlAC Wa Tff— LOAD CALCULATION Ia WED ON MC NON{OMCIDOIT LOAD T.r ComacW Lawwtl1. JDB09 G-1 LI Min & Ra ds Load Ttltl AA; 8 an Fw1 Dwatlw ati•aw/a .n. 19 at65M at 10D% .nary cicma DYYIYLpaR«FY,NA i0 2777 6331 1235 9556 rwlwaaa 957 &SLB LED LIGHTING ® PEDESTAL SINK 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES• A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE POCK &tN EDITION (2On LOCAL CODES, AND ALL LOCAL PCMR COMPANY REGLIREPTENTS. EL ALL CONDUCTORS SHALL BE TYPE TFBNAWI N UNLESS NOTED OTHERWISE. POWER C0MPA TRANSPORTER PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECONDAPM ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) N 1-1/2" VIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 •2/0 ALUMINUM (AL) IN 2" CIA SCHEDULE SO PVC CONDUIT UNLEGG SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 34/0 CU, TAN . RS CU IN 2' CONDUIT OR 3 4/0 AL. TWM . 1% OJ IN 2' CONDUIT. COMBNATION SERVICE 00 AMP DISCONNECT SURTCH AND 120/240 VOL n ELECTRIC METER N 1 %AOSE NEMA 3R ENCLOSURE PANEL BOAAP TELEPHONE SEANCE u I I CABLE tlLEVISICN ENTRANCE 'uI SERVICE ENTRANCE emlpq.EMT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE CROWD CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FW8jetA EDITION (2011). SAD" DIA X B FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774,4076 www.abdeslgngroup.com AA M: 0003328 J M a J J IQa� a mall BUDDiV aE i.OT: ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 WODELa 3EEB aa2260—ELSTON'a GARAGE OWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DAM 09/12/19 8CALE: 1/4"=1'-0" 8iIEET E1 -10014 db L L GN 61 BDRM A4 6. PRE -WIRED �• L CLG FAN \ �• oWt�ti BATH ' ,I I I qp[ -- i i 1 OPT, V 0 SAS / GFI I BATHN2 a+'1 .. L PRE -WIPED,\ I L L I CLG FAN I I mz L / rr-1 i I• �. LOFT ego , V o i LED LIGHTING U. DBL. LAV. WALL O OLLNER'8 BATH MOUNTED _ LKaNT rM WALL GAUJIldGMAC IN ATTIC ,-� L— —J R A Qj1im ; SMONZ I �C I ------- 0 PRM Ma, - - - - - - - OD 6D. I / \ PRE -WIRED �. �,� •`CLG F� PRE - WIRED ` CLG FAN L J 6 `J --- BDRM #2 BDRM #3 — \ / \ II' I I I L I I I 1 � I 1 I I L I SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' . P-m' \ / LED LIGHTING C�? DBL. LAV. BATH 2 ELECTRICAL LEGEND *INS ww"pm W=� PROVISIONS WaT rAN ro wva n►L uPAum OF AND SYMBOL DEFMITION NOTES .••e asv autLer xo AMP sNOLt rou IIOV ouneT la+v a)ReT w or ouTLeT also TolYxTC{I �aw IIOYourtn [aun•eDWWMDrAIL NIt16rTlIt rtArru IVNsrANr me) xxov am.ef ru wKt eoN•rellcN IyII� GH !)rr. tlM1lIpAPOr outLtt MOIlO MILT NRIrY9[R EWTCM lWiCN !-WAY OPlR bU1TCN 4-WAY OPER LIB WILL MdMID �J LgiR CLILN6 Lahr O VP vAPale I•aoar LIOFrt OItClmND CAN WALL lCOIY'�L rl!-YrrOD evart. PAN I cln rave ea sr. wart. rAN aLawr 1 OM rsle acL rt. v [N•fCY teo sY ® R T x•elLewuP a�ou+o [ D) � rewAce M1TJ AROUND �� x' nJlolwacort 4' RIIOI�R Q� •-�--s-•�e•� 3 4'TRAC%LgMT � PM'`L � FICENt OS.D. Sala o�TlteTole w�cYrw x ®CYOaN e/co s+aa onktaR CO)1N tl� SMALL NA onTArra Or NOT L!M TaN 4' rwoANr Lahr LIB NATURAL OM ► raL� JAOC wN alATne Nutae orcor�cr ow+�aer I'� T!L[vrION JACK LN6 sox JO J•OOX ro N elrTorl,mo N ACCa1bANaa YY OOk rtAwrEo ns ecll ICI. 0.N0 Taal CllLttl rAwLwrc TO N erPoletm N ACCaIOMC! IW OOX I't41�ClD M e/o/ row �nn4 x4' peAlolaaNt LaNT 611UP nAnocnSg >`• Na4NonaaNr Lahr stt� enn� nnnn� M. LaNT 6rItlP Roan Lahr � oPr. NawTr KIeTAD • Pn rrrN-aurraN rowa+res Ire rover • IOCA.TION a N JACKS, r PIIOIC OUTLlTe t rAPr ro N Vatlr11D � NOtiOYraR 1'R!-OONaTRICt10N MlQTN1 • M.L r / N AT'R" ORANCN CIRCINM TO N AIC FAULT PI�O7lC7lD r!R ELlCTIaCAL rwovlNala OP lGfd iTY ®ITIaN []Atl) I NeG ]Ie0 70LL MITIOK • xr At'T DlDK:A'ttD LAUNDRY elneulr. • GH . rLATO fNOT QI KITCNa'1 CIRaUIT) • DIMMNblR DNICONSCf TO e! LOCKOUT N PM1CL • eATNRaon to 1441 N. RONALD REAGAN BLVD LONGWOOD, F132760 PH: 407-774$076 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a LL ABBOTT PARK LOT #5 BLK #7 PROJECTp 04181.000-05071 MODEL: 3EEB "2260—ELSTON" GwRwGE IsTIxG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C Dw�rE�. 09/12/19 SCALE: 1/4"=1'-0" Ist1EET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " I'-0' SECOND FLOOR PLUMBING PLAN SCALE. 1/4 " I'-0' WASHER KITCi SING A ITC PLUMBING RISER DIAGRAM d N.RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA •: 0003325 ro $ � a • F'sulmm Ae Lo ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODELS 3EEB "2260—ELSTON" GARAGE 8VrWG: LEFT PAGE - PLUMBING PLANS 160 MPH EXP. C Sao A AR NO W723 j Dw09/12/19 8CAL.E: 1/4"=1'-0" B*EC= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHA"NEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J I. BATHROOMS CONTAINING BATHTUBS, $HOLLERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS ¢yAL-L HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECCIMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS, 11. DRYER BOOSTER TO BE A PANTEC 4 OBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR BUPPLY-'� I�I U' AIR HANDLER I y EVAP. TRAY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ERIOR WALL RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT IV w�i TRAP DRAIN LINE AND TERMINATE �IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED NSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LANE" RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONB UNIT $IMPSON WB ROLL STRAP OR EQUAL �T WALL W CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •8XI 1/4' BHT. MITL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 - P-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A 0003325 1 gill O I F MO auHDm ac i oz: ABBOTT PARK LOT ##5 BLK ##7 P1FtoJEOTUjU 04181.000-05071 MODEL: 3EEB "2260-ELSTON" GA1tAGE 9TrWG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DAATE` 09/12/19 acALE: 1/4"=1'-0" 810nm M1 SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 " P-V 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407.7744078 www.abdesigngroup.com AA is 0003326 c a >SLJHDZV. & X,02* ABBOTT PARK LOT ##5 BLK ##7 PROJECT 04181.000--05071 MODELa 3EEB "2260-ELSTON" GARAGE 8MING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C P/16 pan DATE: 09/12/19 SCALE: 1/4"=1'-O" a1arET M2 2X4 TOP PLATE r'L I Y PRE-FAS TRUSS I/2' MG. BOARD NOTE: STUDS IN PARTITIONS SUPPORTING 1,12' oRYuw L WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE N01 LESS THAN 2x4, WHERE 2x4 WOOD SPACED NOT MORE STUDS 024. THAN 16' O.C. OR, NOT Os LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. SLAB FIN. FLR TYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'-I'-V' 5' DIA, SLEEVE, DO NOT CUT REBAR PE BOIo BEAM NOT CUT OL SID GROUT THE BOND (2) COME - REBARS A PIPE THROUGH BOND BEAM D1 SCALE, FIBERGLASS SHINGLES OVER W FELT PAPER FIBERGLASS SHINGLES OR SYNTHETIC OVER W FELT PAPER PRODUCT, METALLED OR SYNTHETIC PER SECTION RWDJJ PRODUCT, INSTALLED ON J' Ob$. SHEATHIATHI SHEATHING PER SECTION RW5.I.1 OR i' CDX PLYWOOD ON J' O.S.B. SHEATHING, /8' GYPSUM BOA SECURED PER OR Ij' CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD —REFERENCE STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE 1'-m' PER ELEVATION 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS OA > ELEVATIONS VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT PER MANUFACTURES �AS SPECIFICATIONS I I I REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' OZ. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED in- Gyp. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-O'FIN. FLRj_ a a <. 0'-O'FIN. FLR 4: W/ WINDOW OPENING TYP. WALL SECTION A B If NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A all —STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM p� SCALE: 3/4'-1'-0' . IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 !N"•Y Lr! . NO. : GAS LINE THRU BLACK p Beau, w•.rs' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R•.108.1.1 ON I' Ob.6. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS yr "4M 2 GOAT - "M AMOP DIRlCTLT' TO MAbMW ;- TO RLL pale •. IRA Ir�o RO,. vE1lTICAL TI�AOC I. `a, O s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' 2x BLOCKING BETWEEN TRUSSES PER STR;IGTURAL DETAILS---\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENS WD. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENEMY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR�L e' CMU n a. ° a. W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANI,PACTURES SPECIFICATIONS REFERENCE STRUCTURAL ,Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.0 ON J. ObB. SHEATHING OR Jj' COX PLYWOOD SECURED PER I._,. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.F7. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2! lk 0'-0' FIN. FLR a B TYP WALL SECTION PENING s 1—STORY GABLE BLOCK WALL p� S0,4LE, 3/4'"I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 I f o LL BUDDIV. ar I.oT: ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 MODELA 3EEB "2260—ELSTON" GARAGE 8VIINTG: LEFT PAGE: DETAILS 160 MPH EXP. C 9 DA�i'E.• 09/12/19 sSCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RS05.1.1 PER SECTION RW5.1.1 ON }' 0.S8. SHEATHING ON J' O.B.B. SHEATHING OR }' CDX PLYWOOD OR }' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. 'Ep R PRE-ENG LLp. TRUSS-- 24' O.C. MAX. IrELEVATION 24­MAX METAL DRIP EDGE METAL DRIP EDGES R-30 INSULATION PER ENERGY CODE FORM' 2. FASCIA PER—/ 2x FASCIA PER -0' ELEVATIONS O.N. 5/S' GYPSUM BOARD ELEVATIONS TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED—/ VENTED Ix2 FIRE -STOP SOFFIT SOFFIT -4.1 INSUL. REFERENCE REFERENCE I I STRUCTURAL STRUCTURAL � Q W J y�J a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T s G SUBFLOOR I/2' THICK 2 COAT E F GLUED AND NAILED AS PER NAILING 1/2' THICK 2 COAT—" PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY MASONRY R IX2 FIRE -STOP a IfELEVATION DO PIPE -STOP—" SEE STRUCTURAL SEE STRUCTURAL— R L V TION 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. BOARD IfELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. I W J IQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP UANDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL IX2 P.T. FURRING STRIPS • 24' O.G. a' aw 1/2' GYP. ILL. BD. UJOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.H. 6 W w R-30 INSULATION PER ENERGY CODE FORM. 5/a' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R IfELEVATION R EVATION 5/9, GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INBUL. IX2 P.T. FURRING STRIPS • 24' O.C. a' cm 1/2, GYP. UJL. BD. WOOD BASE L ,a ,a n W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'"I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 LQ aUBDM as LOT ABBOTT PARK LOT ##5 BLK ##7 PROJECT* 04181.000-05071 MODEIa 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C DAMS., 09/12/19 SCALE: 1/4"=1'-0" B* EET D2 7��E.�MJ0�I5 ® "L6ECLM 2X4 ONy FLAT TO ISIX lw cur NAIL& 2X6 2X. GARAGE DOOR DUCK W/ (5) ® li•X6A-DOLM 4 �@7CEDMENT MK p 1.2X6 PT ELOCK • con" OF DOOR HEADUXV)kW' J-8MTS ® ER 4' V'EEDI'EW W/ 2'W*W WASHM AND NUT. � NDTeS� II Io f .3-LL o DE IN ACCOPOANCA TO MAKFACTURER'6 NOTALLATION NSTAUCTI" WERE GARAGE DOOR t BUCK ATTACHMENT .W. �.h. 8' cm 15' DRYWALL I'X4' OR I' L - P.T. NAILER IX4 P.T. OR % X4' MIN. SECURE THRU FRAME t EXTEND I-AINTO BLOCK ❑f(MIKSWANKOIZE.145 W/ V TAPCCN$ MIK HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END t 18' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOC +3 4 OR +6 4 E: N.T . 2X4,m SECURE TO BLOCK W/ W6' TAPCCNS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END t 18' O.C. MAX SPACING. 2Xb,m SECURE TO BLOCK W/2-%' TAPCONS(MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END t 6, CM18' Or. MAX SPACING. JQ DRYWALL 2X8.m ❑ I'X4' OR PX2' P.T. NAILER SEASRE BLOCK W/2-vol OOR CASING TONSO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 2X4m SECURE TO BLOCK W/ Ti1s' TAIRO" (MIN. SHANK SIZE 145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) wiTHIN 8' oP ACH t E END 18' OG. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SE�STO BLOCK W/2-Nt' NON-STRUCTURAL V.- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK EMBED NT INTO MIN. HEAD SIZE 300 cmu MIN. EMBEDMENT I Y49 'DR DRYWALL D WITHIN 8' OF EACH END t 19' O.G. MAX SPACING, X4' OR 1'XJ' P.T. NAILER 2XII m SECURES TO BLOCK W/2-1)(s' 36' O.G.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, 814IM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1ti 1¢" %1 WINDOWTO BLOCK +1-18/ S E, R.T.S. 2X4:m SECURE TO BLOCK W/ i(r' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3M MIN. EMBEDMENT 049 WITHIN W OF EACH END t NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6= SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL TAPCONS TAPCON MIK I-& (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 $, cm WITHIN 8' OF EACH END 4 )$' DRYWALL 18' O.C. MAX SPACING. 2xss ❑ I'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2-11(r' OCR CASING (MIN. SHANK SIZE .145 QTTAC MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 4 TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y49 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLACK +2 in1 WINNDOW TO BLOCK +1-1 2" % MiIN W TO BLACK +2 1 4} " AL : RT u ALE: N.T.S. 2X4m SEA BLOCK W/ )V (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t STRUCTURAL 2X ID' MAX SPACING MUST DE ON OUTSIDE t 2Xbm UGH SECURED THROUGH %. SECURE TO BLOCK W/2-i(r'TAPCO4 TAPCONB MIN. I-Y4 (MIN. SWANK SIZE .I45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END t •X4' OR I'X2' P.T. NAILER IS' O.G. MAX SPACING. ❑ 2X8m SECURE TO BLOCK W/2-%' TAP'CONS DOOR CASING (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ,101r r!I Y,mp010 F{II�.IM� nw not OI®�'/ DOOR JAMB TO BLOCK +3" 2X4m SECURE TO BLOCK LLV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14' ) WITHIN W OF EACH END t NOTE, STRUCTURAL 2X 18' 00, MAX SPACING. MIST 15E ON OUTSIDE. t 2X6ts SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIK SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') 8, CMU WITHIN 8' OF EACH END t )S• DRYWALL 18' O.C. MAX SPACING. 2X&me I'X4' OR 1•X2' P.T. NAILER SECURE TO BLOCK W/2-ib• 2X SECURE TO TAPC0WMIR SHANK SIZE BTRUGTURAL MEMBER 14g W/12I2d WITHIN e' OF EACH MIN. HEAD SIZE 300 END t 6' TO B' O.C. MAX MIN. EMBEDMENT I Y49 CASING WITHIN B' OF EACH END t DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F L ,N 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t IV O,C, MAX SPACING. SECURED THROUGH 2X&m NON-STRUCTURAL Y*' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK I45 MIN, HEAD SIZE 300 , CMN MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END t WO.C. MAX SPACING. 'X4' OR I'X1' P.T. NAILER 2XSm SECURE TO BLOCK WA-114' 36, O.S.B. X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4J DOOR JAMS OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER W O.C. MAX SPACING. MANUFACTURES DETAILS. Nol4 rat A*WWW Vft rNs,00nor ORM4.1 DOOR JAMB TO BLOCK +3-7/16" G RDiDOW TO BLOCK +3-7 18" AE: LKT . 2X4m SECURE TO BLOCK W/Y♦' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X ID' Or— MAX SPACING. MUST DE ON OUTSIDE t 2X6� SECURED THROWN SECURE TO BLOCK IUA-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN W OF EACH END t V DRYWALL 18' O.G. MAX SPACING. 1'X4' OR VX2' P.T. NAILER 2XBm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 10' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 3/4" UH flINIX)If TO BLOCK +3 3 4' ALE: N.T.S. i"I N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdaslgngroup.00m l AA #: 0003328 ei $ c MimiJ J 77 'I �o N aUDDIV. at trot ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 LMIODELa 3EEB "2260—ELSTON" GARAGE 81WING: LEFT PAGE: DETAILS 160 MPH EXP. C 8TA7E dF FCT. 1 9 A ABOWHAM AR NO 9V= Dw� 09/12/19 acALE: 1/4"=1'-0" a14IEET D3 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 FL15332 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 12/31/2029 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 12/31/2039 Fl 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2027 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/06/2019 1441 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com L AA •: 0003326 1 FF BVHDIV. Z LOT ABBOTT PARK LOT #5 BLK #7 PROJECT 04181.00--05071 MODEU 3EEB "2260-ELSTON" GARAGE BIWMG: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C -iT� � : • FT =7 DARE 09/12/19 BCALE: 1/F=-I,—O- B*EC= D4 Fies-oRMED CONTROL JOINT PLANGE OF CONTROL JONN BE WIRED TIED TO LATH • S' O.C. MAX(VERTA NOTZf DO NOT PAOTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS ISEYOND EXCEPT STAPLES W/ ' LEG MAY TIwLU USED TEMP. DURM6 INSTALLATION —, PAST"" TO OE SPACED • 704. MAX VERTICALLY i i' THICK 3 COAT CEMENT \ PLAWNR \ CURB LAYER -2. FCWN900M i OURLONG PAPER APPROVED METAL LATH FASTENED 01' (VERY.) O.C. MAX AT SUPPORTSUMLAYER •l, STUCCO WRAP WOOD SMEATMMG WOMIEM LATH SMALL OE COITTII4RCU6 THROUGH JOINTS BUT 0E STOPPED � TIED AT EACH SIDE. IN PROVIDE 2X4 SLOCK2 PER A67M CIO63 PLACED PLAT MAX 6' TO S' i.lO.0 \ PROM CONTROL JOINT WHEN \ I. PAOTENERS FOR LATH TO ISE NAILS OR CONTROL JOINT PALLS ON i 8Tp1CTURAL 6TlD a STAPLE6 INCOMIPLIANCE UM A$TM CV63 2. WINE TIER TO OE (NO. 10) 10E416' WIRE REL 3. ISLOCK6HONN MAY BIN ADDIT1q� \ TO WALL 6TUD6 REQUIRED PER PLAN / OL POLD RAYARO • R. A O L POLE Ma140 • PT. A P� OL rGI.D MNLAR,f • ® L P0.D NIMIC • R. A R. A f. OPMARN . Pr. 6 H. aae•,1RN • PT. E x CRAM • Pr. C L CPWAN • Pr. C 4 MOLD Pr. c OAR Pr. 6 TILL PT. C TCIKiH ® Marro" PLA". Qp • ®ra.c O • T* EoTTan PLANO RATNR ttllrt REAL POLO. QQ EQL on. /—il• TMIOC 3 COAT CEMENT / PLASTER ORAM6t IRS 2 f T -a ,wa . RHARN IPOORID—r \ .p'n'y CPR' N 16 orerLAP Y \\M�/j' ONIA' VP 76aN PA&M W am K ANCd11.Y PARaA •RAP PANNN 4.OG /MiL (Ns "' �■oTr�oiiRw Roots . NWJ. NRIRMCTIONR MOTEr APPROVED ISMOING WRAP SMALL RE LAPPED A MINNIUM OF 6' • VERTICAL LAPS (ROLL ENDS) i' • MOIEZONTAL LAPS, ALL SEAMS NEED TO an TAPED UT14 POIRTIBER SIEATMM TAPE /. / r nIN tAP • rnrAL uru \ \ LATH VERTICAL LAP TO SHE P �- METAL LATH WRIS LAYER 9. STUCCO CRAP Y MNP RLAP / \ OI�NLDNIG�PAPEIRO�� I 2VAPER SCALE• I VY.P�O' P ® KICKOUT DETAIL NAIER "Off RNAL mw CR RCLQRR oo Ner aR I' MN LATI LAP. 4. ON ALL LAP Odom, SIDE LAPS OF METAL PLASTER OASES, SMALL BE SECURED TO PRA m M[MSERS. THEY SMALL BE TIED BETWEEN SUPPO" WITH OAP4T6-N (121-M') WIRE AT Ni1EIRVALS NOT MORE THAN S' (226-MM). AS PER ASTM CR63 LNi POR REPAIR OF TEAM IN WRO LAYERS. TEAM MAY RS PATCHED WA40" WRAP TAPE PER MAN)F, SPED OR PEEL A STICK WDOD 6HEATI DUILDH PAPW STUCG 4'x4' APPROVED MOUSE WRAP. PLASHING TO EXTEND ONTO PIPE I. OR LESS PIPE CUT AND OVERLAP ONE SIDE OF 6ELF-ADFERING MEMBRANE —� PLASHING STEP 01 ]• TMICK S COAT CEMENT PLASTER METAL LATH 00 LAYER 4, PORTN90ER OULDNG PAPER WPM LAYER P. eAr" YRAI INSTALL FASTENERS (CLIPS, WOOD 6FEATWMG STRAPS, STAPLES) AS REQUIRED TO SECURE I PTPE) WIRE TO PRAM INGi WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREN 4 TAPE OVER R!X]FAIEeI I SCREED 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 4• STEP "2 WIMP• MATERUL) OVER 4W SELF-ADWRIWO MEMBRANE PLA6MMG OVER APPROVED HIOWE WRAP. RA6HISIG f0 EXTEND ONTO PIPE CUT AND OVERLAP ONE 610E OF SELP-AOHERNG MEMBRANE PLASMNG WPM LAYER 4. FORTN'IDER BUILDING, PAPER METAL LATH 6•Pi' SELF-ADFERSIG M@'IBRAE R-40MM OVER 4'P4' SELP-ADLERING MEMBRANE 4'x4' SELF-ADHERNG MEMBRANE PLASHING OVER APPROVED MOWS WRAP. R el4JNIr. TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT TALL APPROVED HOWEI RAP AIR ORATION BARRIER OVER SECTION PER SECTION RM7 N36PIOr MYIIN •nd pod nlno Q.11 Cr Pl o(poN•Mclicabo pl••eer PAIN oornpry of theST applinli12 rpuil•rtRrns of ABTA C 828-121. IrRlalletl•n otexlerbr I•ihirq nd Mnllnp .11 oomPlT xW1 ABTA C ,;.12A. PIPE fi ENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 012 (FORTIFIBER ..- BUILDING PAPER) METAL LATH x—x—x—x STUCCO F.'-' �-�= FP - ► %/ ozrzz///%/ SELF-ADHESIVE FLASHING - — — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-84-I-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 a Will C � sad BUBDIV. & LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODEIe 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C FPIUNT 0 19 DATE >SC:ALE: 1/4" =1'-0" ®HEFT WA1 BACKER ROD BACKER ROD WRD LAYER 1, gTur-r-ri ~ INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&V CAULKING • JOINT ALL AROUND PER SECTION R703.7 ExtwW IsNing snd plaaerin0 Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER O, FORTIRBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING 4M LAYER 1, STUCCO WRAP W IS LAYER'2, FORTIFIBER WOOD — CONSTUCTION —METAL LATH S' CMU VINYL CASING DEAD 6' RAISED BAND 7�' TOJi' MID -WALL DEEP SCREED W WIDE STRIP SELF ADHESIVE FLAGWM. CLEAN MASONRY DEFORE APPLYING Z FLASHING STONE VENEER OVER 60RATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK} LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - . - . - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-847-OS, MIN. 2B L155. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER }' THICK, 3 COAT CEMENT PLASTER V TO V MID -WALL WEEP Ar_REED �6' SELF-ADHESIVE FLASHING BUILDING PAPER OVER 'QUICK WOOD FRAMED FLAS"' r — — — WALL HORIZONTAL WEEP SCREED PIPE WALL T" " (FRAME TO FRAME I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER I / I UNDER 'QUICK FLASH' lti.. VENT PENETRATION SCALE+ N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD �\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ">R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSE~ BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO PAC EDGE APPLY E-Z OVER 6m MI GRADE TP FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD CONSTRUCTION s' CMU WOOD 814EATWMG WRB LAYER 1, STUCCO WRAP WRB LAYER F2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRICTU AL MEMBER • T' OL. MAX $' TON MID -WALL WEEP SCR![D W WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING V FMI8H • MASONRY (7DB HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WPM LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING k MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #2 WRB LAYER 1, 4. STUCCO WRAP APPLY 60 MIN SEE GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEURAP WRB LAYER 92, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #-. 0003326 ISa J 1 4 IAB BOTT PARK LOT #5 BLK #7 OJRCT* 04181.000-05071 1RODEt1 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 09/12/19 SCALR: 1/4"=1'—O" S**EMT Vd A2 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP IV, WOOD WIRE, LAYER 02, FORTIFIBER CONSTRUCTION BUILOMG PAPER HAT CHANNEL ]' THICK, 3 COAT CEMENT WAS' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED WR6 LAYER 9, STUCCO WRAP ]' THICK, 3 COAT CEMENT PLASTER AM66-W9WG-1S® CUSTOM CAB 6' SELF-ADHEREMG - ` ' FLASHING WRAPPED i . i r .; ^ •: �` • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 9, STUCCO WRAP I— f,�i'� N; LLRB LAYER 4, PORTW+IB M BUILDING PAPER i i SELF-ADHEREMG ` PLASHING WRAPPED SRZ LA WRR M i • CORNER OF CANTILEVER n 4' POSITIVE DRAIN AMICO AM66-IIP911C•18m NO GAP INFIELD — (SHIOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES CNLY) CASING BEAD l0A DTL.0 CANT. WALE. I I/2'•I'-�• NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-64-1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 9/ I RESILIENT IT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FMI8H1 ' ]' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH ]' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION •WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 82 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNSTIRUCITCN RESISTIVE 9 RESISTIVE 2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b RIP EDGE INSTALLATION EXT. WOW PRAMEC WALL SUB -FLOOR DECKMG PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE . BARRIER -2 ]' THICK 3 COAT CEMEN7 PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL ]' THICK 3 COAT GEMS PLASTER VINYL CORDER BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER 5UILDING PAPER) METAL LATH STUCCO SELF-ADHESIVE FLASHING 3' X 3' 26 GA GALV. LAYER FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL SET IN FULL BED OF 6' PEEL 6EA1ANT,)r MM. STICK • DRIP SPACE FROM? DRIP EDGE TO PACE TO TREX DECK Yi GAP FOR BACKER I NXI ii P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 t BARRIER 9 STICIV WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER-2 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EMEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALY. METAL DRIP EDGE - SET IN FULL BED OF I NXI 't'i P.T. OR SIMULATE SEALANT, )S' MIN. WOOD (TREX) PILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y,* GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING l6t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL A STICK) STICIV WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER ]' THICK, 3 COAT CEMENT PLASTER METAL LATH B/8' TYPE 'X' DRYWALL t WOOD 814EATHING W/TEXTURED 4 PANTED WEATHER RE618TIVE FINISH BARRIER M WEATHER RESISTIVE ]' THICK 3 COAT CEMENT BARRIER "2 PLASTER VINYL CORNER BEAD 4' PO61TIVE DRAIN YE-EP SnFFD VINYL CASING BEAD NO GAP IN WIELD (81-10WN FOR CLARIFICATION OF SEPARATE ACCE6601RIE6 ONLY) BALCONY DRIP 11 x—x—x—X EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 0 1' O.G. MAX. WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER 5UILDINCs PAPER ZCORNER BEAD Ca? FRAME 2 1/2' ­k- CORNER BEAD (FASTENER 4 SPACING 0 1' O.G.) CMU %* THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK COLUMN SHEATHING WEATHER RESISTIVE ISARRIER 9 I _ \ LLEAhffR RESISTIVE BARRIER 4 6' SAP. \ \Q PEEL 4 STING I VxV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 GA GALV. METAL DRIP EDGE Y♦' GAP FOR BACKER SET M FULL BED OF ROD 4 SEALANT SEALANT, h' MIN. fm SPACE PROM DRIP VINYL CASING BEAD FACE TO TREX oo WATER PROOFING, bl�: LAYER (2 LAYER PEEL I STICK) PEEL � STICK WOOD SHEATHING WRB LAYER M, STUCCO WRAP CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CMAi•NEL W/TEXTURED 4 PAINTED FINISH ]PL 1ICC1 R3 COAT CEMENT WEATHER REO16TIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHWNG 6' SAF. I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )S' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF WATER PROOFING Ion LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN need YeFFn VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W /"T" PT AG'T-TTAT(_`I WRB LAYER 02, FORTIF15ER BUILDING PAPER \ METAL LATH ]' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING ----n FLASHING i WINDOW FLANGE WRB LAY BUILDING METAL L,i i' THICK PLASTER &'SELF-, FLASHIN DRIP C WINDOW 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, ! 1 STUCCO WRAP i WR5 LAYER 02, FORTIFIBER BUILDING PAPER 10 ' METAL LATH ' THICK 3 GOAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.ebdeslgngroup.00m L AA A: 0003328 J 4 q 04 9 y� Y svaDiv. ae LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 MoDE:A 3EEB "2260-ELSTON" GARAGE 91FWC;: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCFfTECT! STA 1 11 ROLA D A ABOUOWACRA AR NO 937723 DF-PRDCTA 9/12/19 SCALJk 1/4"=1'-0" >gHEET WA3 WOOD SHEATHING METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF -ADHERING FLASHING / VINYL ANGLED (/ CASING BEAD----jj�� DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WIRE, LAYER "I, STUCCO WRAP Y; GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH • STUCCO TO SIDING TRANSITION WRB LAYER n, POWIPIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING N, WRB LAYER °I, STUCCO WRAP WRB LAYER °2, FORTIFIBER , STUCW WRB LAYER WRAP STUCCO WRAP BUILDING PAPER METAL LATH CASING BEAD THICK, 3 COAT CEMENT FL SHIW_% OR PEEL 1 STICK PLASTER SIDING TO STUCCO ���ADOSECTION) WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER --­K---V—_ FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER °I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED vIEW FOR CLARITY) i' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME / ._._,�......�— WRB LAYER ST, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING ✓ (W/% FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� CON6rw)cTI0N 1,` MEMBER DETAIL BELOW EXPLODED o WDDD&"TwN6 FOR CLARITY R �SISTNE SAIMWEATHER -L WEATHERWEATHERrsmnvm rsmnv[ � \\ DAR IOt o , SIDING r \ Sr�n --------------------------------------------i ----------------------------------------------------- usxT11�YEALLM •' SW-APHER.+oR PLA04M �.' WRATNER E616TIVE Y4' GAP TYP THICK 3 COAT CEMENT BARRIER9 CASING BEAD PLASTER eTARrER6TRP \ \ SARR"-2 °T^E ! SEALANT TO WINDOW METAL LATH 6' OW-ADNERN6 I � i rLA6N6n , GALY'D METAL _ \ ' 'ice AMMim'� i WRB LAYER $2, FORTIFIBER =' K-Aa Im I BUILDING PAPER 6' Srl"TED °SOD rRM rlr+eER I WINDOW FRAME WOOD SHEATHING \ TTEEpp I / YIYa0xD6TRE61AMCMDER i '•,. GAP We_AAYJN* APPROVE ` SIDING CAGM TO STUCCO { WRB LAYER "I, STUCCO WRAP ® BLOCK TO FRAME I TRANSITION 9 I 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE NOTE: I E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION I (W/%' FLEXIBLE PVC BACKER ROD) R103.1.1 / ASTM C-841-09, MIN. 2B LBS. 2X FRAMING WOOD SHEATHING SO. YARD (UTILITY OR NOMINAL MEMBER APPLY FULL BED OF SEALANT BETWEEN LATH LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE 4 BUILDING WRAP WRAP , WRB LAYER 01, Woos o"TpwTION � �TNNG— STUCCO WRAP r%ffl- Rws - BAMERR �&SnvE WRB LAYER 02, FORTIFIBER 'I .Aeelom SUILDINGc PAPER -A0140" - FLAWM METAL LATH STARRRSTRIP- g" THICK, 3 COAT CEMENT PLASTER CASING BEAD (4) RAISED 17 A BAND ( FRAME) SCALE: 1 1 /2' a V -0' P LAGW G-��R"r e�A#RIER WFATWER 66moR �- 66'' ADMRN6 WEATHER RESNInVE \ D#PMI%M TO LAP \ 6' MN. MCA TOP \ Or 'r m-AGwm 4--T ERR P616TWE DAPTER I�l"WIVE SAR `GALV'D METAL W R.ASIMS 64"A ER eR 1,lSISnVE (Wu%' maxims Pvr DAGGER ROD) SIDING TO STUCCO \-WEAI}RRRE6I6TIVE ® FRAME TO FRAME DARRERR 9 TRANSITION i EZ BEAD WINDOW CASINGI LEGEND DRAINAGE PLANE (WRB LAYER °I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD, LONGW00D,FL32750 PH: 407-7748078 FAX: 407-7744078 www,abdesigrkgroup.com AA #: 0003325 a04 O -a pJ pJ I 0 i aysa><v ae IAT: ABBOTT PARK LOT #5 BLK #7 P1t0JECT* 04181.000-05071 MODZU 3EEB "2260—ELSTON" OAP-hGE BwsNG: LEFT PAOS: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE 09/12/19 BCAIM: 1/4"=l'-0" 819ZZT Ilk WA4 \ \ 2x6 SUS-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE I` '116' TEXTURED I FINISH w WOOD f �� 1/2' TEXTURED 1 FINISH g CMU METAL FASCIA \� WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL \� (FRAME OR CMU) NOTE: NOTCH FOR 2X6 T/a' TEXTURED FIN1841 • WOOD, 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x z zJJ OR cm x x., 4 UPS LAYER •1, x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x .01 WM LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDINGS PAPER (FRAME ONLY)x x x x x x x x x x x x x i FRAME OR CMU 2X6 SUS 5AND BOOKING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE "::'FL "',-METALKICK OUT x x x x x x x x x x x x x (REFERENCE POINT FL ^ I f-il �l ONLY FOR WALL OFF x SET OF COMPONENTS) SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK(BEYOND) \` \ DRIP EDGE, V OFF WALL NOT INTO STUCCO) `\ f '1/6' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH A CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK rA)ELEVATION METAL FASCIA WRAP 1.OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a+ ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) —METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH e END, WRAPPED IN PEEL t STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: o003325 w o SV9DIV. de X,074 ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 MODE21 3EEB "2260—ELSTON" GARAGE STrWO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 9'1 .�� D TM -09/12/19 SCALE: 17=1'-0" skmE� ddT T A6 FOUNDATION NOTES W-10"., 10'-0" .. 17'-10" I. 26,-2" T-6" 0'-0" w 4" CONC. TOP OF SLAB I w SLAB �I y Iw ,O EXTEND SLAB 1 1/2" 13'-0" 12'-8" I I I I I m �i `-4" PVC CHASE O0 X SLAB u z I 1 �80 3i zii7 I $eN ;; W it 2 UP TO 2ND FLOOR w u o tD (FIELD VERIFY w ii Y t EXACT LOCATION) g 1I o I 9 `'� LL I R S 1.1 ry ,n L _ _ — _ — 2W-t6X12 f I iv TWC-18X12� q— — — — — — _ F?MX24 log — — — — —23'4" 7'-6" N 6, — — 7 CWC-16Xt2 EXTEND 1.1 SLAB 1 112" FM-18X1Jto m 4" CONC. SLAB °D s Iuu ° W' I IL w to a FM-16X18_ J — 4 m 0 �I .I LLI I L _ FM-16X18 10" 2'-10" '-4" 5'-4" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" - f-7' SLAB 1 1/2" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-I 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8, PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW(DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, SIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = W., 06.36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5.13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, I EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER 310 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U" LEG EACH WAY. MI WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-16X18 16" CONTINUOUS 16' - (2) #1 (+p'-0' FMC-16XIB 16, CONTINUOUS 19" - (2) #1 VARIES TE-1 6' SEE PLAN 8" - (1 's 001S' TE-2 1T SEE PLAN 10" - O 's (+)0'-0" F-24X24 24" 24" 17, O 's ) F2-24x24 24" 21' 16" s CW-IBX12 16, CONTINUOUS 12, - (2)#Sk CWC-16X12 1 16' 1 CONTINUOUS 1T - (2) #5'. 051N CURB VARIES 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAK 407-774-4078 www.abdasigrogroup oom AA #: 0003325 1 IM a • ai iS BU]33D ee LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT,/ 04181.000-05071 MODEu 3EEB "2260-ELSTON" GARAGE 8IING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DAA E: 09/12/19 SCALE: 1/4"=1'-O" sHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND 6 a O SPACING REQUIREMENTS O } ¢�¢ C. SPACING REQUIREMENTS °'° - — GARAGE DOOR m RECESS 0_ y Q FM g 7 W B" e"CMU WALL 8" CMU WALL +- ! CORNER BARS, SAME SIZE AS BAR ,,,(((�///'''���� IN FOUNDATION WITH 30" LEG EACH "'lll . 6 !1�' f WAY AT ALL CHANGES IN DIRECTIONS ° W w p= fp TOP OF SLAB AB c3 TOP OF SLAG I ... SO THAT THE STEEL REINF. IS CONTINUOUS ° I{' MATCH AMOUNT OF CONTINUOUS BARS ..... Q - \/ RI i I MASONRY {{ EXT. PORCH SLAB < :° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORV) ° EXT. PORCH SLAB ° . SEE SLAB SCHEDULE TOP OF GARAGE o. a CONTINUOUS STEEL MONOLITHIC I, FOOTING REINFORCEMENT SEE SCHEDULE NIT S 7i0• AT ELEV: W/ 1/2" ISOLATION JOINT(WHERE • • 6" CHAMFER (2-STORY) #3 IV, #4 24" W/ 1/2' ISOLATION I 4" CHAMFER (1STORY) `, . ° IT' CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z 0 •- • EE SCHEDULE 4, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WAD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scaLE:34"=ra' 2 scALE:34"=r-o" CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48"----�.y LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/PLAN wWALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WI SYP ZA OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w O I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 5 NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/ZkS" WEDGE ANCHOR WIT BTM. PLATE TO BE PT. O a SECURED W! 2-PART 0: g TO BE PT. PROVIDE OBL TOP WASHER SET IN HIGH STRENGTH PLATE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY 2' CAPPED a EPDXY. MIN, EMBED EPDXY St/I'EMBED. MIN. 16" OC GALVANIZED PIPE � Q 8", LINO Q FOLLOW ALL MANF. LISP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE 0 BASE = K SPECIFICATIONS FOR AND TOP PLATE ANCHORS W/ CONNECTORS NOT N USE AND 10d x 1 12" COMMON NAILS REQUIRED WHEN NO D = F PREPARATION OF FILL ALL HOLES, DO NOT USE UPLIFT IS PRESENT. I; HOLE. 10d x 3' W IN 0' • SEE SLAB SCHEDULE W BEE SLAB SCHEDULE SECURE FLANGE TO ¢ Q SLAB W/(4)1/#'X 21/1V TAPCONS Q� TOP OF SLAB .. TOP OF SLAB C' 4"CHAMFER (1-STORY) .°.�-a°. '�C= •---;..—:T� . 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO ��INTERIOR CURB FOUNDATION WOOD WALL R INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALE 3/4"=1'0 (W/UPLIFT) SCALE: 3/4"=1'-0 (NO UPLIFT) 5 6 SCALE:3/,V=1�-a• - scALE:34'=1'-0' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 26 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g PLANS FOR SPACING. SINGLE 4 BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL - PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. a m U ADDITIONAL METAL CONNECTORS NOT d REQUIRED WHEN NO UPLIFT IS PRESENT. K /n O 8" CMU WALL b Z POURED LINTEL CONT. (TYP.) +-0'-lT B" CMU FILLED CELL (TYP.) .'T•' • TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA. USP 7250SO BOLTS 5" TOP OF SLAB a• Z Z ♦ MINIMUM EMBEDMENT INTO °• LATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND °°� <..���RED ° 'TERED UNDER WALL AND 7ANDIBAR 16" O.C. VERTICALLY MAX MONOLITHICALLY WITH ° - -NDATION AND SLAB SEE SCHEDULE �T2;ULE FOR WxD, BAR SIZE SIZE AND BAR QUANTITY L QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE 3/4=1'0 (NO UPLIFT)S=0TI�N!GAND COL. PAD BLOCK WALL CONNECTION scALE:34"=,'-0 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774 W78 FAX: 407-7744078 www.abdoslgngroup.com L AA #: 0003325 1 b till r a at7HDIV ae LOOT: ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 MODELc 3EEB "2260-ELSTON" GARJIGE 9WnfO: LEFT PAGE: DETAILS V. 160 MPH EXP. C wm PRAT 09/12/19 DATE: 9CALM: 1/4"=V-0" NIHEET S1.1A Zb SEE SCHEDULE FOR WXD, BAR SIZE TOP OF S TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1l2"=1'-fY' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE i0xgl' WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH EPDXY 6-1/Z' EMBED. MIN. 016' USP SPTH4 OR SPTH6 STM OC MAX. AND TOP PLATE ANCHORS W/ 10d x 1 1/T COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" _SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 BCALE:3/4"=,'-0" (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" EAD W/+1"NOSE da 0 � 8"CMU WALL #4 REBAR (TYP.) w - • TOP OF BLAB 0- y SEE SLAB SCHEDULE ky Z 1fT RADIUS OR Q aZ,� CHAMFER q e q w w w r — J Xw zo3 j � J Q ` • ° a •.• A. �SEE SCHEDULE � t0 EQ. EQ. FOR WxD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR STAIR DETAIL 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: IYZ'=1'-0" SCALE: 3/4"=,'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND p IL IL SPACING REQUIREMENTS U 00 ro Z 6' CMU WALL TOP OF OB q TOP OF SLAB SEE SLAB SCHEDULE Z W < BAR SIZE 48 BAR DIA. i > EXT. PORCH SLAB 4" CHAMFER (I -STORY) 1B O q ° , q W/ 1/T ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE • #4 24" APPLICABLE) Z MATCH STEEL ,5 3a' 2 REINFORCEMENT 6" PVC CHASE PER SCHEDULE ' T PVC CHASE THRU FOOTING THRU FOOTING .�- 97 4T MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 6 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 3 SPACING REQUIREMENTS o} C 8"CMU WALL w w O SEE SLAB SCHEDULE :SLAB e.. - .a• EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3�4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32150 PH: 407-7748078 FAX: 407-7744078 www.abd•signgroup.com AA M: 0003326 q SUDDIV. S. 72 ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODEIA 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 DATE:09/12/19 SCALE: 1/4"=1'-0" SHEET S1.1B SUDDIV. S. 72 ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODEIA 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 DATE:09/12/19 SCALE: 1/4"=1'-0" SHEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 7l4" - V-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 mWe JI �a U BUBDXV. de LOT: ABBOTT PARK LOT ##5 BLK ##7 l]plmojzcT# 04181.000-05071 MODEL: 3EEB "2260-ELSTON" GARAGE 8VnX0: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C ARCH ECT 8TAM OF FLEA SE 19 t/ BOLA D A L- AR NO 93723 DArE 09/12/19 SCALE: 1/4"=1'-O" 8iiEET St.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER Z ° a CLEAN OUT REQUIRED Q FOR INSPECTION 6mi 4 ' 0'-0" FIN. FLR. p TIE RTICAL REBAR TO HORIZONTAL a.:- REBAR W110"HOOK BASIZE 48 BAR DIAR Zm 18' > 24" O U 31' 36" 47' HORIZONTALNERTICAL REINFORCING (D-- SCALE: 3/4"=1'-0" 8�- I SO NEW REINF, BAR a 0 SECURED W/ 2- PART 0. I EPDXY. MIN. EMBED g 6", UNO = g FOLLOW ALL MANF. U SPECIFICATIONS FOR H it USE AND PREPARATION OF Z HOLE. ° STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'A" A Z i OFFSET METHOD CONTINUOUS BAR#3 18SIZE 48BAR DIA. METHOD #4 1 24" HORIZONTAL/VERTICAL #5 3a' �) REINFORCING , 47 G #5 BARS 6.1 E4 E361. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngrouP•oom AA #: 0003325 p( rJ Z a spa in w I 0 aunDLV. & LrOT ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 HODELc 3EEB "2260—ELSTON" GARJ►GE BlaNG: LEFT PAGE: DETAILS 160 MPH EXP. C I AL.e,.•. 09/12/19 CALE: 1/4"=1'-0" HEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) iOd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 718" 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 6 SIZE DESCRIPTION REMARK O(2)2K6 BEAM SCHEDULE MUZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (P-1) WH, REINFORCEMENT STIRRUPS REMARKS BTNI TOP MID SIZE SPACING 881 MASONRY 3000 806 (1)#5 (1)4'S WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE MM 04-m �%� �� 4F�ooe 41714s ePmn wan TYPE _.._ _— nc aI TYPEI &WIT I IF124T I VWIr I *204T I 4F94tt I eFM-tt 1 41-22-7T LENGTH 24' (42') PRECAST 2231 'V-V (48`1 PRECAST 1988 4.4r (541 PRECAST 1E99 B4' (64") PRECAST 1217 S-10' Mn PRECAST 1082 8'4" (7n PRECAST Sm T4' (SO') PRECAST 743 V4' (1177 PRECAST 664 10.4" (128') PRECAST 475 114' (13/n PRECAST 362 17-0' (1447 PRECAST 337 ISW (100") PRECAST 291 144" (18n PRECAST 279 104' (178') PRESTRESSED NA tsi' (184') P'RFBIREBBW N.R. lr-V On PRESTRESSED N.R. W-C Mn PRESTRESSED NJt 214' (2B8') PREBTREINED NR. 27-V (264) PREIIRE88ED NA 2P4' PR�fRE88ED t��QSO�mml �mm00�m io�ovmom KZommsm0Kzzt00 �om�omm saosn000v', 0®�0000 0movoov Om■�D�t�.^CL'.. �m�0�m0 �m�0001A@ D"iD" "M(Moo oo®momv 00000mo ©momoo 0��0�00 �o"WEA" 0mzx Imm" olooN000 0�©00©0 00��00� �D�mmOm O�OODt�m ©©o©oo© i289') Hit 1M I m 1 110 1 M. I M4 I 10M I= (C) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CA FTCRETE MAY2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE S16TALLED PER MANUFACTURES SPECIFICATIONS N-C (42') PRECAST. 1028 1 1024 1 1595 1 V4r (4n PRECAST 4'4r (48') PRECAST 786 7B9 1 1300 1 4-V (469 PRECAST 4'4r (64') PRECAST $92 801 1 1073 4'4" (541 PRECAST Sa' fen PRECAST 411 411 1 748 1 .1-4' (SP) PRECAST S_10' CM PRECAST 340 339 618 S-10' M PRECAST 84" cm PRECAST 807 7r 49D Q4" M PRECAST r4' PM PRECAST 424 534 383 r4' Pn PRECAST 9'4- (112') PRECAST 328 512 230 SJ" (112) PRECAST 1R4" (12B') PRECAST 254 401 180 104" (12n PRECAST 11'-C (138) PRECAST 280 402 154 114' (1387 PRECAST 12'4" (14') PRECAST 244 402 137 120 (144') PRECAST 11-C (180'7 PRECAST 217 324 110 134' (180') PRECAST 14'-V (168") PRECAST 205 293 100 14'4r (166') PRECAST 14'-S' (1751 PRESTRESSED N.R. 284 91 14'-6' (178) PRESTRESSED 184" (1847 PRESTRESSED N.R. 219 83 1" (184-) PRESTRESSED 1r4" (201') PRESTRESSED N.R. 194 64 1r-C Mr) PRESTRESSED 1SI" (292") PRESTRESSED NJL 148 52 19'-4' mn PRE81RE88FD 214' On PRESTRESSED NJL 128 42 214' Mn PRESTRESSED 27-W (284") PRESTRESSED NJL 116 40 22-M CW') PRENTRE86® 24'0 (26s") PREBIRE88Ep N.R. 91 33 24'4" M" PKEWMM (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MWIM UM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE * IM128.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774,6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 00033— A a q stmDly a. LOT: ABBOTT PARK LOT #5 BILK #7 PROJECT# 04181.000-05071 MODEL 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C mm DAM 09/12/19 sCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' HOOK 30" TYPICAL BAR IN BOND BEAM CORNER OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR nP.axe'� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. E\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\� PLACE STEEL HEIGHT.. �OF REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ,sue TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18" €p �P 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 ,#5 / A TOP OF THE LINTEL. 9 �\ �'�p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. * = ' PO ' FC. 8x16 DBL BOND TOP OF oo BEAM W/ (1) #5 BAR BOND BEAM •\O EACH COURSE G 8x8 BOND BEAM TOP OF .�. BOND BEAM I F FILLED W/ GROUT • ���G�\� WI(1)#S BAR4SOND. I\ �\Ap U =UNFILLED GROUT SOLID FRTOP .fl\� NOMINAL LINTEL TO TOP OF OPENINGWIDTH # OF #5'S, IN 2ND BONDBEAMBEAM COURSE#5 �/ / SEE NOTE 5 16-1T/1 IYI/ 8x8 PRE -CAST CLINTEL W/(1)#5NOMINAL�LENGTH OF BAR MASONRY HEIGHT #OF#VS,TOP - OPENING-2'BEAM DESIGNATION BOND BEAM COURSE ORnREINFORCING IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM Bx6 PRE -CAST C2SCALE: 3/4"=,'-0"THAT XFXX -1T/1 M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEERAND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOTOp OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) iJ/t6 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION ,8" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN - 2x6 (MIN 2 X 3) 2-3/16 TAPCON .3 1{4" PRE -OAST _a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 6' SLOPE FROM EACH END AND 18' 70, m O.C. MAX. MIN 1-114" `L'" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS ALLOW 2X4 SOLID BLOCKING BAR TOO IN 1S/4') 83 FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA END vC.UW, BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM WI SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 — sDA�;,—,�_,.� ARCHWAY FRAMING DETAIL AT CORNER STEP 5 SCALE: 3l4'�1'-O' 3 SCALE: 3/4"=1'-U' E� PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I — I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP �6 9 tl` tip I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II / II �� 8x8 CMU PIER PROVIDE 0 BAR UUU W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN, II / REINF. STEEL OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3l4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 1441 N. RONALD REAGAN 8t LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-TT44078 wwwabdesigngroup.com L AA #: 0003326 pYPi N 2S gill ai l � C � � LL ll •J a aUBDM ae LJOT: ABBOTT PARK LOT #5BLK ##7 PROJECT 04181.000-05071 WODELa 3EEB "2260—ELSTON" GARAGE 8TIMO: LEFT PAGE: DETAILS 160 MPH EXP. C EP DAi�. 09/12/19 8CAL M 1/4"=1'-0" =BEET 1 4 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG 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 OFAFG-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 (N). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL 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 M36, .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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (31I2'x310) USP HTT4 W/ 5B" DIA x S' ® SYP. PT, WOOD POST EXP. BOLT r- - - - - - - - - FIRE L - - - - - - - - FLOSOURB- 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS rm_ ELEV. VIEW PRE-ENG. FLR. JOISTS 314"PLYWOOD------14! DRAFT STOP � PRE-ENG. FLR. JOISTS I I�1 2X4 NAILER FOR DRAFT STOP 314" PLYWAOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS n it ii if 11 a 11 n it 'yi' it II II it II II II II II II II II II II II II II II II II �� II h� II II II it II II II II II II II II II II II II II II II ��=-N II ii II II II II II II II II II II II II II II II II II II II n n IL II I FJ7 I 1 1 FJ211 11 11 11 u u u u 11 11 It 11 ]1 It Ifit u n n u u u u -it,it it! 1 II II II 11 It 11 II 11 11 II If It It �=�f"if--N' II II II I�trlt�,l II II II II II II II II II II H1 II II II II II II II II II II II II II II II II II II II II II II II It II (� ' II II II II II II II II II II II II II �� II II II II II II II II II II II II II II II II II 2X4 WOOD BEARING II II 11 WALL W/ SYP N0.2 It 11 11 It II 11 It II II II II II II II TOP OFMOD ° II II II II II II II II w II II II It 11 WALL EL. 8'-8". u n 11 11 It 11 11 1111 I 1 u u u STUDS `A*'H i3.1N NiF—='Rfja- PROVIDE DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. PER FBCR 502.12 BL STUDS SECURE HD28 TO GIRDER W/ (4) 10d X 1 1/2" NAILS TO = CMU W/ 4 3I18"TAPPER+ USP LGUM46 W/ (4) 3/8" x 4" WEDGE BOLTS TO CMU AND (4) WS3 WOOD SCREWS TO BEAM PRE FABRICATED (JOIST "EJ4 0 24" O.C. MAX N S 0 3 yW ------�---- - USP HTAI6 W/(2)1/2" WOOD PANELS ® �ii2®1�1®ice L-- ----------------- FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 && J QJ S � p a BUBDM & LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT/( 04181.000-05071 MODEZ. 3EEB "2260-ELSTON" GARAGE BVfUM: LEFT PAGE: FLOORP FLAMING ELEVATION ' H' 160 MPH EXP. C DAR 09/12/19 8CALE: 1/4"=1'-0" 811MET S3 PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" TH (9) A{I)USP HTA16 TRUS7iiAND 10d x 1 1/7' TO TRUSS B42) USP 14TA16 TRUITH (9) 10d x 1 12" TO TRUSS#17680 DBL STRAP, 1 EACH SAND OVER TRUSS (NOT S 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS.ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILSSUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW _ AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L910LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, 1-:13101LBS 12 STRAPS) �� TYPICAL TRUSS/ 1a IU GIRDERCONNECTOR(S) SCALE:34"=1'0 sm BAC103tKM T14GBF8B 4500 3/4" WOOD PANELS 6000 (2) IQ" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER 3/4•' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR U7 HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2c6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE D.L. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. I -JOIST CONNECTION c@ L.B.W. �* SCALE 3/4"=T-6' (NO UPLIFT) DEPTH EDGE 14*0 —HOLE EDGE >5/8" —HOLE DIAMETER < 215•D SGL. STUD OUTER 113 OF SPAN ONLY EDGE >5/6' ENGINEERED WOOD TRUSSES- 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 1/7' NAILS TO TRUSS EA PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#176W PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: FOR (A)W/SINGLE PLY, A PT SYP #2 7'X6%4'-O" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE 2-PLY CONNECTOR. �—USP LUGT2 W/ POWERS WEDGE BOLT& (18)16 )16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6' WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) W83 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12, O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:W00 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2a 2b TYPICAL ROOF GIRDER CONNECTORS) 6°ALE: 4"=,'D' 88iiB BACNBtK= THOOM 4500 3M" WOOD PANELS 8000 (2) 1/2" WOOD PANELS SO (2) 117' WOOD PANELS W 2x LUMBER LETA1220 GAUGE W/ t0�c112 HPG COMMON NAILS, EACH END TOTAL OF 10 LVL/WOIST WITH BACKER BLOCK HTT4 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x 2-17 NAILS TO POST., POST TO SIT DIRECTLY ON SLAB .Qe41 LVUWOOD POST CONNECTIONS O SCALE: 34'=T-0 'I�m�=t !I=='I I�. -,—I—I■' A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4'° WEDGE-BOLT/J-BOLT, 6' MIN. Nl�j EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/7' GALV. COMMON 01.1 NAILS. TO JOIST FL#17241 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 6'MIN. EMBED (6) 1Od GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. COMMON BTM. HOLE DIAMETER NAILS. TO JOIST FL#17241 PLATE < 315°0 DBL. STUD C - USP TH035160 G <2280 LBS, U < 265 LSS W/ (4) 3/4" WEDGE-BOLTIJ-BOLT, 6' MIN. EMBED (12)10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" GALV. COMMON NAILS, TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3I4"° WEDGE-BOLT/J-BOLT, T MIN. EMBED (16) 10d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. COMMON NAILS. TO JOIST FL#25749 STUD NOTCHING WOOD LEDGER BORING LIMITS ATTACHMENT DETAIL (o�AND 0 9 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)114" x 214' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 14' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN, 7' COVER 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: (2) 2X4 N0.2 SYP DIAG. — BRACE W/(3) 12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1)'X' BRACE 30'-1" TO 60'-0 (3)'9P' BRACE (1) "X" BRACE 0 CENTER (2) 'X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - IX4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS—� BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER—� MAY NOT BE REQUIRED TRUSS ENG) BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6'-0" O/C `END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 104" O/C MAXSECUREO W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD NTERsecnONTYP. BTM. CHORD BRACING 24" 24" MAX. w/ I -JOIST W END SPA NG 8" END wA-JOIST TW TYP P MAX. ACI SEE FRAMING PLAN END OF MAX MAX MAX LEDGER BD. 12' EXP. lP ?XB SYP P.T. W P� (2) 2X12 SYP P.T. 3/4" EXP. BOLT/JAOLT YW7 LEDGER SOARD LEDGER BOARD TO BOLT/J-BOLTW Z' WASHER 85 12" TO BE USED 1. ENSURE THAT EXP. BE USED WITH WOIST WASHER S 51Ir MIN. EMBED. (TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, B" ALL E3 El AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 2 4'-T. 2 3. ALL BOLTS TO HAVE WASHERS (2)-12 4. EXP. BOLTS/J-BOLTS SHOULD SYP PT NOT BE ANY CLOSER THAN W Z O/C. 2 S ONLY LEDGER IN DIRECT tO f (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLT SIZE EDSPACM CEeNMMLSPACBIB A DOUBLE SYP 2x8 12'• 6• MAX. 24•' O/C MAX. B DOUBLE SYP 202 (2) WIC' 8" MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=1'1Y' SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4' O.C. (AT SHEATHING SEAMS) SECURE 2.8 PT. PLATE TO BLK W/ 1/2" 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 CONT. 2x4 SECURED W/ (2) tOds 0 EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS scALE:34"=1'-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL IN AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A 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 Ft AND F2 FORCES. 11 ALTERNATE MATERIALS L L SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdoeigngroup.com AA #: 0003326 A 1 04 F 8DIV ac LOTBOTT PARKLOT #5 BLK #7 JffiCT 04181.000*--05071 MODMA 3EEB "2260—ELSTON" GARAGE BVFMG: LEFT PALM: DETAILS (I —JOIST) 160 MPH EXP. C ppturr "o", DATM 09/12/19 SICALE: 1/4"= V-0" a*== S3.1A 1 NOT USED USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFfAb W/ (16) 8tl EACH END CH FL#17244 OMMON NAILS, EAC END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING li USP SPTH4/SPTH6 BTM. WO1ST LVL PLATE STRAPS W/ 10d x 1 1n'HOG NAILS FL#17239 WALL / FLOOR FRAMING, WOIST PARALLEL TO WALL 2 SCALE: 3/4"=T-O' 08 WOOD SCREWS x 7LONG a 3" O.C.; 1 STAGGERED OFF CENTERLINE 3/4" AS SHOWN oil 8" CMU WALL REINF PER PLAN PER ELEVATION 11.4 i $CREW PATTERN 0p IJOIST (SEE O FRAMING PLAN) PER ELEVATION DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE10/S3tA 17, O.C. , .. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3/4"=V-0" g #8 WOOD SCREWS x 7' 'ice LONG ® 3" O.C.; STAGGERED AS SHOWN 1 DBL 2X8 SYP ill LEDGER. SEE BOLT SCHEDULE, 10/S3.tA. 1 8" CMU WALL REINF PER PLAN PER ELEVATION LL SCRPATTERN � SCREW �cr U P L TIO SK L�� t 2x4 P.T. CEILING 24 FRAI-JOMING NG PLAN) NAILER W/ MASONRY NAILS 012" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-U' NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG') WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING S TRUS(TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX a 2X4 DIAGONAL BTM. CHORD P VATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE£NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/TRUSS PLAN TPAM TO TOP PLATE 5/8" GYPSBOARD OR 1/7' HIGH W/ tn' DIA. ANCHOR BOLT WIZ' A -USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP N0. 2 WASHER SET IN HIGH 4W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY S' MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14)10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • O• PROVIDE BLOCKING USP SPTH4 OR SPTH6 BTM 1n'GYP. WL. BD. •O • AND TO1!2" COMMON NAILS P PLATE ANCHORS W/ 10d x 1 SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx 3' inks" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-(Y'O.C. MAX. EPDXY 5-12" EMBED. MIN. 0 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL °' 8 Tn�s$�Po$rcoNNEcraN ° 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 • E B -USP HTW-20 U <2045 LBS W/ (20)10d VALV. COMMON NAILS, FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8"O A.T.R. TO PH04A AND (10) WS3 WOOD TRUSS CONNECTION L.B.W. TO POST SCREWSSLABCNL#172aaF#17241s 9a 1 PosTT08LA8 coNNECTION SCALE: 3/4"=1'-0" A8B - USP PAU44 POST BASE <U:2,265 G:6,775 WI 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (20)16d x 2-tn' NAILS TO POST. FL#17324 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32760 PH: 407-774-6078 FAX, 407-7744078 www.abdaslgngroup.com AA N: 0003325 J J ge �o BiLJHDrv. ee w ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181, 000-05071 MODEU 3EEB "2260—ELSTON" GARAGE DWING: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C F 09/12/19"NT : 1/4"=V-0"T3.IB 29'-8" 4 S2.1 0 ao ao N v O O a TOP�F DECK `T i -OPEN__-- i -=------------� =� N =j `v 9.4. 2'.8" 5'4" 29'.8" SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 a BU13DIV. & LOT: ABBOTT PARK LOT ##5 BLK ##7 PROJECT/1 04181.000- 05071 MODEIs 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C -. U• . < � D � 09/12/19 SCALE: 1/4"=1'-0" SHEET S4 F LAP TOP PLATE A MIN. OF 48" AND NAIL W116d COMMON NAILS, 2-ROWS, 4"O.C. BTM. ❑• LAP TO OCCUR OVER STUD fog 3/4" DIA x W MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x Z WOOD OR 1/Y' PLYWOOD g FILLER(S). NAIL ALL TOGETHER a W/ 16d COMMON NAILS, LLI 2-ROWS, 6' O.C. t� SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW LAIi SECTION A -A 8RI H _R ING I ® SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING io AND ANY PLYWOOD SEAMS W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END Y4Y. SIZE AND QUANITY V F PROVIDE 1x WOOD FILLER(S), NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' USP RT16A W/ 10d x 1 1/I' O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR ALL HOLES SPTHB TO & BOTTOM FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x AND NAIL W/ 11 COMMON 1 1/2' GALV. COMMON NAILS, 2-ROWS, 4" O.C. NAILS (AT EACH STUD) FILL I� I� 0 ,1�, EVERY HOLE. F NOT USE (�,�)71 3" LONG NAILS FL#17244 Fx Q iD I e ( BTM. MEMBER OF TOP —� i—HgJI PLATE SPLICE MUST 1_STA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, ($) EACH END TOTAL OF 10 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO *TVP. ONLY FL#17244 JACK STUDS EE SCHED OR # STU05 NDER EADER E4�: SEE SCHEDFOR #FULLHEIGHT2x STUDS 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. 3, O/C 6' MIN CONC.EMBED. TYP. 16' MAX. DBL. TOP PLATE CONT. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6' O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16" MAX. (3) 2x12 HEADER PROVIDE DBL. TOP PLATE 1/2' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.0 m un (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. LAP TOP PLATES AT CORNER, (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" D.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2X8 (3)2x8 (2)2z10 (3)2110 (2)2x12 (3)2xl2 9=VACW*160.Q SmaACWOewo 0-2ft ry a ¢ 17 F2X6 Y a 2 2x4 2 2x4 2 2,4 ) 3) 4 SPAN KINGS SPAN KINGS ( I. O2x O ) ( () x O2x6 3-4ft 0-2R 3-4ft 1 2 0-2ft 3-4ft 1 2 2x4 2x4 2 2x4 2 2x4 2 2x4 2x4 () 4 VFW 2x 2x () 6 (2) (2)2x (2) (2 2x8 5-6ft 2X4 214 2x4 2 2x4 2 2X4 2 2x4 2 2x4 2 2x4 5-6R 3 5-6ft 2 (2)2x (2)2x6 (2) 7.8ft 3 7-8ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 7 - 8ft 9-loft 5 9-loft 3 2X6( )2x 9-10R 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 -12 ft 5 10 -12 ft 4 6 2x6 2x 10 -12 It 2x4 2x4 2x4 2x4 2,4 2 2x4 2 2x4 2 2x4 8 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL Qom:,,_•:. PROVIDE (3) STUDS 0 NAIL STUDS / -`—NAIL STUDS —x" —PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ —//// TOGETHER W/ CORNERS LAP TOP O. PLATE MEMBERS 12d 0 17' C. 12d 0 12' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOFNVALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16' MAX. SCHEDULE' PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2OVIDE (3) D C1 EXTERIOR MASONRY / WOOD PR CORNERS LAP TOP 2 CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 VERTRL STUDS SO AS TO NAIL STUDS TE WOOD AND TOGETHER W/ RY/ CONCRETE (TYP.) 12d 0 12' O.C. USP GALV. PFM BREW 1/2"DIA USP GALV. PFM R 5" MINIMUM SREW ANCHOR 5" MINIMUMPLYWOOD SHEATHING, SEEENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFNVALL/FLOOR SHEATHING FROM ENDS AND CELL, 6'FROM ENDS AND FASTENER SCHEDULE"C3 VERTICALLY MAX16" O/C, VERTICALLY MAX UDSHER W/2'O.C. SHEATHING ON • INTERIOR OR B EXTERIOR OF A WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT ( (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS j=u Tn CFPAPATP Wnnn Awn 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7744SO78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 3 s IN IN�g vj bbb J � 9 4A m z" QA stmDiv. & LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT* 04181.000-05071 MODZU 3EEB "2260—ELSTON" GARAGE swIMG: LEFT PAGE: DETAILS 160 MPH EXP. C 01 mmoll DAR Z- 09/12/19 8CPAX: 1/4"=1'-0" 819ZET S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" = I'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003326 I 0. asp aUDDiv ac LOT ABBOTT PARK LOT #5 BLK #7 PROJECT/ 04181.000-05071 MODEU 3EEB "2260-ELSTON" GARAGE $PIING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C DRUITT ATI : 09/12/19 aCALE: 1/4"=V-0" a*MET s 4. 2 FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WN 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS Amen nrucrn4ecc HEADER SCHEDULE MARK D.M. FT10N 1 REMARK 0 (2)2 6 BEAM SCHEDULE OZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION IF.') SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 ext6 (1)a5 (1)b5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)86 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �B�98N SAFE LOAD - POUNDS PER LINEAR FOOT r•_ SAFPL OAD ♦� SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH " er•sI wags I wsm I 97204s erwa eresm eaas49 TYPE LENGTH 8118 RCMU TYPE LENGTH e7 IT 9naT wrtt wear w4tt wear 9vo-+7 etwar llx etll4 WA4T ePuar WMe IT MW 74' (427 PRECAST 2231 r$ (4?) PRECAST 1026 1024 ism r4' (42') PRECAST tw ew ea4 4w ew ola 700, +w a9m 304 4w ew eta 7901 4'0 (46') PRECAST 1988 4'4' (48') PRECAST 705 M1309 4'4' (48n PRECAST t9a m WIN 3w 41510 an 9w tw ew mr0 " 4100 lie 1079 C4' (541 PRECAST 7899 4'4' (W') PRECAST 502 $01 1073 4'4' (54") PRECAST vn M40 ns7 are 4043 4711 an 12n No 2m are 4w 4741 am S4' (641 PREOABT 1217 OW Mir) PRECAST 411 411 746 84" Rfl PRECAST loll 2m 2w m 3w 4ea +we ms gm ew as eat 4w V-10" (70') PRECAST 1002 9-10' (M PRECAST 340 = 010 9-10' (70') PRECAST w , %a a+w ew 4ta w ten 2w 2w 3tn ew 41a 8'4' (M PRECAST 008 S4' (TV) PRECAST SOT 721 490 S4' (T8') PRECAST w t a:o w1 3712. w MR 1w 2m nm ae1 sm r4" Wj PRECAST 749 r4' On PRECAST 424 634 363 r4' "I PRECAST 7n t eae 207 as 7n IN$ +a4 2w 2N9 22n sae 9'-V (112') PRECAST 884 r4- (112') PRECAST 32B 812 23D 84- (11:M PRECAST w 10e 11 W4 /et MR am w w 1318 1w tw 2214 NO 1a4' (126� PRECAST 476 1a4 (725� PRECAST 284 401 180 1a4 (12B') PRECAST w e76 9M +,r Met , 2MI w w tta ,472 17a 20m =40 II-W (1 PRECAST 88') 362 11'4• 1 (W) PRECAST 200 462 154 11'4- (13" PRECAST 474 04 w tw to ts, 12a 4M w , 1372 1w 191e" 2,n ir-0' (1M1 PRECAST 387 12'4' (144') PRECAST 244 402 IV 1r4' (I"') PRECAST 470 4M 30 N , +w 470 w W. w 1w , 1n ee7a ir4' (IW) PRECAST 298 tr4• (teo� PRECAST 217 824 110 1r4• (18D') PRECAST 4M w w 7m w + 7w 4M 4m 7m tta M +w 14'4' (16n PRECAST 279 14'4' (18n PRECAST 208 203 100 1#0 (185� PRECAST sm w w 724 w t t?m 410 420 m ,w + + +w W4' (176') PRESTRESSED NR. 14'S (178') PR®TREBM NR 264 91 14'4' (176') PREBTRESIM w w 2M w w w e72 w w m t 779t +a4 1B4' (184� PRE87RE8BED NR. 1B4' (184') PRESTRESSED NR. 20 83 184' (164') PREBTRE88E0 M4 7m IN w /m w al w 7a t M1 7w 1r4' (20B') PRESTRESSED N.R. 1r4' Wn PRE91RENED N.R. 194 94 1r4' (2M PR68T to 122 w w w w w 740 w 1 7m tnt m M7e 19'4' W2') PRESTRESSED N.R. 1S4' 0'32') PmTImm N-R 148 St 1S4" (282') PRE.- to IN ea w w 4n 447 m w 841 an m +al 214' Mn PRFSTRE88EDPN.R. 214' Wn P�IRENED NA. 125 42 21'4' (286') PRE 1 to 204 m w m w w 7M rn w w w 1w 2r4' (284) PI ESTRES8EDN.R. 2r4' COW) PRESTO N.R. 116 40 2x4' (2a) PRESTRESSED +n IV 1n w w w afl me N` w Me w w w 24'4' MITI PRE8T�8ED W-V Mn PRESTRESSED NA 91 99 W4' (28S'Y PRE ter 1% +a w w 8/9 w w aM w 4a 7n w m to w w a4 w tw 1ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY2018 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECWATBN18 -PROVIDE MISS" C OF BEARING PAST EACH SM OF VOIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE* 1"126.03 'O10100100�� DOmOm��' 000000v, O��OmO 0m001Ot0t0 �m©o�ov 0®DO©00 ����OmO �mE:�70mC�!I[:u3S1 O!!!�mlDOmO ommoo�Q'! 00�0©OBEy7 Os�7mOm�'(Q� otommomo o�mm�m0 oom©moo D�m�m00 ®000moo �D�Om00 0 0 ©!0©000© DODO©00 DDOmmm� 0�00®00 0�0©m00 ©©l0ll�ll��CQ as 8F16-1TI0M/0B ,� ) b a g LINO PROVIDE BB2.' q WHERE ROOF TRUSSES a 1 ^ BEAR. TOP OF WALL " R EL. 18'-B" LINO ¢$Axe 1 S a t A n+. BF16-lTIOWOB 4 `' r ..A 1 GT g e 8F1B-1T/0M/0B BF16-1T/OM/OB 3 SECOND FLOOR LIFT BEAM PLAN. SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA 0: 0003325 F � aUBDM Ae LOT: ABBOTT PARK LOT #5 BLK #7 PROJECT*T 04181.000-05071 MODEL: 3EEB "2260—ELSTON" GARAGE 8TfWG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C t� Dw� 09/12/19 aCALE: 1/4"=1'-0" a*mzT s5 b FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL 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 P8S38, .17T' " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0",. FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 1/ZZ'x310) USP HTT4 W/ 5/8" OIA. x 5" SIR PT, WOOD POST EXP. BOLT JLjJI CA\A5G L V A EJ71 I In�14CJ3u n n a n u a n e a CJ3 CJ5 CJ5 I GT 1A 1 1 m Z a yA 8 �Q aaU s zap OmO ��o =>�ss�s�sss.s®s IIIaseaa�aa>s�a�a N U 9 O i II s s . _ ®. 1A Oz . s . a =0 = •1 Ra I sa=cII�a I a II ss�®tea®= 0 s=�s�=II aaa�6: 41 O` I aaa�_ Q N Q a 2 s>®saa�= �e a�a aaas II I I � _>A4 O yi p Li AI ttIC I z o T �q 1A O.O ..- III -a n II CJ5 _ o _ N CJ3 gp I� 4' n3 n i� n CA 1A _2 �, y 1A to 84G GT I •1 CJ5 CJ5 N 1A CJ3 x It CJ3CA It CA ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 C ills �o svDDl(v ac LoT: ABBOTT PARK LOT #5 BLK #7 PROJECT# 04181.000-05071 MODEL: „ 3EEB 2260—ELSTON GARAGE SV n17G: LEFT PAGE: ROOF FRAMING PLAN ELEVATION 'H' 160 MPH EXP. C DATE. 09/12/19 SCALE: 1/4"=1'-0" SHEET s� 4 4 WHEN INSTALLING (1) USP (1 OR 2) USP RT16A RT18A ON THE INSIDE TRUSS ANCHOR WITH WITAILS FASTEN EACH STUD TO 08L 10dx1 12" HOG TO TOP PLATEUSP SPT24 TRUSS AND tOdx3" HDG NAIL PER MANUF. SPECS. NAILS TO TOP PLATE. FIRST ONE 7 APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4)16d TOE -NAILS, 2 EACH SIDE OF TRUSS. — PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" 2. WOOD FASCIA SEE >17 ARCHITECTURAL 2x6 SECURED W/ (2) i6d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) SEAMS B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) TYP ICAL TRUSS/GIRDER CONNECTOR(S) S)1 a 1 U SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x PLATE TO WALL W/ 3ff'x6" THRU-BOLTS 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12db S' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGAtOKTKT 0 24" O.C. MAX 2x STUDS (1 OR 2) USP LUGT2 TRUSS ANCHOR WITH 100x1 12" GALV. COMMON NAILS, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS — PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) 160 GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 ZV O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17 O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT = 2260 LBS (1 STRAP) B ALLOWABLE UPLIFT =4520 LBS (2 STRAPS) TYPICAL GIRDERITRUSS CONNECTOR(S) 2a 2b ()(SCALE: 3/4"=1'-0" TRUSS (TYP) 0 24" O.0 MAX FOR STRAPPING VERIFY W/ TRUSS PLAN 2x STUDS CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 0 19-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG &G�ABL�ETRUSS c@ FRAME WALL SCALE: 3/4!�V-0' (� ROOF TRUSS UPLIFT LRI CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS.) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3/4"=1'-0" 4 NOT USED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 www.abdesigngrouP.com AA#:0003325 a • • Pivi vi`- J J y�lyiii�� D S%mDIV. AC LflT: ABBOTT PARK LOT ##5 BLK ##7 PltOJECT# 04181.000-05071 MODEU 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 6 DATE: 09/12/19 SCALE: 1/4"=1'-0" SHEET s6.1A 4 4 M 4r 4 r I w ROCIFDAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1,7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. O40LE-END A I ROOF WIDESIGN PRESSURES ZONE =21.57PSF(31.57) ZONE 2 = 38.99 PSF (48.90) ZONE = 64.99 PSF(74.90) 'A'= T-V END ZONE DISTANCE BASIC WND SPEED: IN MPH WND EXPOSURE:'C' RISKCATAGORY: II APPLICABLE INTERNAL PRE68URE COEFFICIENT.0.18 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Ed RING SHANK, 21/7' 0.120' 170,000 ING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 11Z' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/'8' CDX OR 7/16" A.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O,C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z z9 0 W , L7 Ll SSIn 0 In to D . Y 4 z . �W Z U'W 10 2 cod U y0 Z 'a J Z Z�r W I'w c) OU W UW Nj U3 Q i �ZW ro a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. .A T�ERO TIRUSs-`_ .IIII,IIII,IIII,IIII,I ^ ',, I,111,1111,11■1-1111,1111,`'' , ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 6d RING SHANK GUN NAILS 6" O.C. IN FIELD �•- Ed RING SHANK GUN NAILS a 17' O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.&.IN FIELD J\ TYP. WIV' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3/P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWSEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OFCONCRETE ARE TO BE CHAMFERED SW ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, SUM 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 5-13 AISI SPECIFICATION FOR THE DESIGN OF - PROVIDE 6MILCONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SWAGS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN IV OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pat TOP CHORD -noPconcunent 10 psf BTM CHORD -nan-concurrent DEAD LOAD DEAD LOAD 15 pH TOP CHORD 20 PBf TOP CHORD (7 psf wl ASPHALT SHINGLES) (TO psf w/ No GYPCRETE) 10 pM BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WND UPLIFT: 10ps( BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WHO DEAD LOAD SPEED =180 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: iDplTf, UNINHABITABLE ATTIC NTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 4OW SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,DOO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" * PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WRHALL THE REQUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKER SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHAD. NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETECOVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1r2' FOR #BAND SMALLER Y FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WARE MESH, SHALL BE ASTM Al 85, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCEWITH THENATIONAL DESIGN SPECIFICATIONS FOR R STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTED-W000 TRUSS CONSTRUCTION:, AND 7PVWTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 57rMS402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 1T. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 30 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 1.1, STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSNAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE BPACIW RE.— APPLICARON 612E ttPE SPACING REMMKB 14PT FUR NO TO W+BE HARDENEDCgL GARAGE ODOR BUCK ""'D.. TAPCON MASONRY 11YI EMBED, 4"ENO DST,. MASONRY/GONG. WJLi 1/S LONG. a OL TOMA90NRYIODN'C NO WARNER —FER B C� 11R"EDOE 018T. 9GD, AL. FxT. OODR9 CARE—L B'02 WINDDVJ1DOOfL FA.I— GARAGE DOOR BW^IL 1D•pLA WI 4"EMBED, 4"END OI6T. 1x PT.9EE NOTES NAIL 1 tYYLONG. 6TA —o INTOMABONRY,CONC. TO MA601JRYmONC. WP9HER EXPAN810N BOLT b"O1C TFLOE OSt. WINooweuac CA�lURDENEDCCIL B"ac WINDOWDOOR/FABT W MEUL 6MRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT9EEP . —I-Lorxi. srAOGEREo INro MAsoNRr,�oND. MA9d1RY I CONC REQUIREMENTS EXT.3WNG DOOR p)&18'G0. RAPCOM 18 OIC f1p'EMBE0.8•END. NON-BEAPoNGWOOD 1/S^ EXPPNSION 9'EMBED. 4•EM �� BUCK7r PT.8FFrgTEB NO WAEHER FAST— GI6T.,1"I EDGE NRT WALL TO CONC.&AB WI WASHER BOLT DF6T., 3"EIXiEd9T. A�Y+1lxbW BUdt Ot3B°PAF xO 1R• 9'OIC 4'END. d61,I PT T09 WL.. BEE WI WASHER 9iAOGEREO EDGE CI9T. EB 111SST�APLES 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 DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR NDER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774.4078 www.abdeslgngroup.com ` AA 0: 0003325 U �L Suswv. Ae Lotil ABBOTT PARK LOT #5 BLK #7 04181.000-05071 MODEL: 3EEB 112260—ELSTON" CIARAGE BWIMG: LEFT PAGE: DETAILS 160 MPH EXP. C raca&r a 09 12 19 awTE: SCALE: 1 /4"=1'-0" SN1 r-I I "Ci*v A w 9