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Home My WebLink About38377 Sonnet Landing Ave�9 408—DAKOTA 99 HOMES „ sN W,,,L CO";�P1-�` �E,REV�1`I�� VOKt( LpR10P, 8jj 1NG GO CODES ELECTRIC CODE, Iy}�ii0 µ ITY OF ZEPH`�RH11.LS ANO OWwNCES a� q\E R�-rt 0 12602 TELECOM E:>FIIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax- (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -1gMWA BURMG CODS&, ABV ABOVE LAY LAVATORY DATE DESCREMON ?g IMON ( ) 'IWAL SWE OOM � AIID A/C AM. . AIRCONDITIONINGMUM. USTAB ALTERNATE MFR. LUMINOUS MANUFACTURER T ��,�„ ,� ARCHITECTURAL SHEET DESCRIPTION 03/T9119 ADDED 7X6 WALL DEFI►b eL49FER 1 DRYER DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 BE) BOARD M.T' MINIMUM TIB�HOLD PG Cl-COVER SHEET M12M ADDED LED Ldift a K rCWN 4 BATMD" 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 'CONSTRUCTION TYPE - VB ' IIIN. INTERIOR FINISH - CLASS B 'BASIC 1tIND SPEED - Vult=160 ILPH Vasil=124 MPH -EXPOSURE - C -I-STORY MWENCE - -2-STORY RESIDENCE - NAX. HEIGHT AS PER LOCAL AND STATE CODES CL caG. CLG. cLR CONC. CPT. C.T. D. DBL. D.G. DIA. CENTERLINE CABINET CLEAR CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER MTD. MTL. N.T.S. o.c. PL P.B. PH. PLT. PLYWD. PR P.T. METALED METAL ON CENT TO GALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATION "A" PG E1-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING Oiflill9 ADDED 8X10 PATIO OPTION b42A9 �� ARGI ►� WALLUI4Y FER MARK BOUES OUP REPLACE USP CONNECTORS W W "SON C NNECTORB OW13M PL,yln�S"4CE VVOV0 ADDED RADON PLAN OTAORO ROOM TITLE CHANGE DIM. DISDP. DR D.S. DIMENSION DEEP SAL DOOR DOWNSPOUT R. RA- REF. RM. RISER RETURN AIR GRILL RADIUS REFRIGERATOR ROOM PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS ) 8f9CIPDAIE STATE OF FLORIDA SR• C�IJC•�.5• PROFESSIONAL ARCHITECT: DTI. .W D. FA. D DISHWASHER EACH R.O. S.C. S.D. ROUGH OPENING ROUGH ORE EXT SMOKE DETECTOR PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA ELEV. EQ. ELEVATION EQUAL S.H. SHT. SINGLE HUNG SHEET AR No. 93723 EXT. EXT. PGIFX. EXHAUST EXTERIOR FIXED GLASS SHTHGWIL SHWR SIM. SL. SHOWER G SHOWER SIMILAR SLIDING A.B. DESIGN GROUP, LLC. F.G. FIN. FLR. FUEL GAS FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOP, FLUORESCENT SWS SHEARWALL LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 LIVEYs I,408 R F'T. GARAGE 424 e2 FT. TG R. DTI GDOOR GA. GAUGE GAR DISP. GARBAGE DISPOSAL TEMP. THK. T.O.C. SECTION MDGLASS THICK TOP OF CURB Fax: (407) 774-4078 ENIRr Ib eQ FT. TOTAL IA48 S , FT. G.F.I. GL. GYP.BD. INTERGROURUPTER CIRCUIT INTERRUPTER GLASS GYPSUM BOARD T.O.P. T.O.S. U.N.TYP U.N.O. TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED STRUCTURAL SHEET DESCRIPTION PG Sl -FOUNDATION PLAN PG SIAA-DETAILS SWO PATIO ere ea FT. H.B. HOSE BIB OTHERWISE H.C. HEADER `� RE RIP WASHE�PRooF DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER IIGT. OR INSUL HT HEIGHT INSULATION Wi WD. W WITH WOOD WINDOW PG S1.2-DOWEL PLAN PG 2LIFT THE: BUDDER ASSUMES ALL ]LIABILITY ATY FOR Im. INTERIOR WATER HEATER PG S2 BEAM PLAN AND NOTES INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2.1A-DETAILS PG S2.2A-SAFE TABLES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S3-FRAMING PLAN DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3.1A-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B-DETAILS PG SOIAC-DETAILS PG SNl-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1i N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigng,ouP•eom AA S: 0003326 0 19 X 0 x SUHDm de LOT: ABBOTT PARK LOT #32 BLK # 9 PROJECTIP 04181.000-32091 II[ "'1 1408" "DAKOTA" GARAGE SIWMG: LEFT PAGE: COVER SHEET %160 MPH EXP. C Ea ALA NO D-P 01/28/21 SCALE: 1/4"=1'-0- 8*1mw C1 0 IL 36'-O' 1 �� o'p��UE�Yp!o D 11��11��1'io olE��OEEE�EI� MIE�E�E��o 0 ■ m i m i i i Q i i O � i i • � i i t J II = O O ME f - i ® = p o i"`♦ � i i227At i i i d I •' �Jzt o i r�o ENEW EXTERIOR MASONRY SQ.F j`. CAM'S WALL BW- HEIGFITS LIVMG IAA SQ. FT. ® GARAGE 424 SQ. FT. TOTAL 1.848 SQ. FT. SWO PATIO 80 SQ. FT. Ol�/E 8B00lDq' 01,111111(il MD TV E BMW FOIAM WE OWNWOM EMU MIN. WINDOW I0 5 34/-45 CRITERIA EXTERIOR fib' I8 5 33/-43 DR. MIN. CRITERIA 15AD. MIN. 41 5 31/-39 CRITERIA 16010 OJ1D. 112 5 282/-319 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H. EXP.=C. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODB'IED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. comet DAM I)II 1 ti TOP PLATE 0 M BAR DETAIL A SCALE: 1/4' " I'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TWC404ESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/V (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesignproup.com AA,*. 0003325 a p sXYBDIV. at LOT: ABBOTT PARK LOT #32 BLK # 9 Plto"=T#I 04181.000-32091 1408" "DAKOTA" GALRtAGE 81RNG: LEFT 1 PAGLD FLOOR PLAN 160 MPH EXP. C 2X4 TOP PLATE PLAN PRE-FAB TRUSS Vl' CLG. BOARD SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or - MAX ®,_®. FIN. FLR 2X4 WOOD STUDS *24' Oc. SLAB : * I uvo Iry PARTITIONS SUPPORTNG WALL HUNG PLUMBING FIXTURES AND WALL ABINET$ SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a1TYP. INT. WALL ( NON- BRG. ) D� SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905)1 ROOF SHEATHNG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (U- 5 (2) COURSE DO NOT CUT THE BOND BEAM RE -BARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' 5/8' GYPSUM BOA OR In HK.H STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. OA R-4.1 INSULATION —� OW ATTAC 4-ENT �AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.G. 8' CMU 1/2' GYP. ILL. BD.----- WOOD BASE 0'-0FIN. FLR.L _ a �IOO�� e q n W/ WINDOW OPENING V. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROCF SHEATHING. THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG. TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }0'-0' FIN. MR. n TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 90DA - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'.r-0' SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486% TYPE IV. OR ASTM D 6151 AV as& 2B GAS LINE THRU BIACK s..... w•.r� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S0511. ROOF GHF-AT14MG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE) J/ 9' 2x FASCIA PER MA; ELEVATIONS oi- VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON 844EET SNI PRE-EWX GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER—// STRUCTURAL DETAILS - ♦ ♦ 4�4�� I A!4tOi00T��40000�i�4�t;: / im ,,j —OyeeeAo ooae By rurr. r BY orw m FAaTOOD TO ploaa TRAM OPLACK e � w Posoc= Arnwui R!a s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' -2X4 SPA 24' O.C. MAX.—,, SECURE W/ (2) Tld NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURRAL DETAILS PRE-ENG LLD. TRUSS �CONT. 2x RAT RUN SECURED PERJ/ 9TRJCIURAL DETAILS ...J/// SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 112' HI34I STRENGTH CLG. BOARD 1/2' THICK 2 COAT—v' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR IOI 8'CMU a W/ WINDOW OPENING N R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES 81RECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' OZ. IR' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING. THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-E3J GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS — k 0'-0' FM. FLR n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.corn L AA •: 0003326 J bR F q 2 H X 00 x 9UERDri/. de L,OT: ABBOTT PARK LOT #32 BLK # 9 P1iOJECTIp 04181.000-32091 MODEWt 1408" "DAKOTA" GARAGID 8TfWG: LEFT PAGIM DETAILS 160 APH EXP. C FEB AA NO D 01/28/21 23CALE: 1/4"=l'-O" a*== D1 rga 2X6 P.T. • CENTER OF DOOR HEADER SECURED KV (V 112' X 8' J-BOLT UV 4' MN EMBEDMENT W/ 2' X 2' X Va' WASHER 4 NUT OR Wf (2) VJ' X a' 4NCN01R DOLTS W/ 2' x 2• X Va' u0seR 4 NUT ® 7GEOURE o 2x4 ON PLAT TO WA ® WV MASONRY NAILS. 2X6 *ARAM DOOR GWCK SECURED 93 II V 4' X aMR ' RBOLT OR ANCIUW EMBEDMENT, V 2' Y DOLTS., W 09 x r x 1/a• WA6HCR WITHIN 8' OF TOP. (U WITHN a' OF THE BTM, (3) EVENLY SPAS. BIB ® R NOTES. ALL ANC440M SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WERE 911CN IN6T4114CTIS4s AE M n� GARAGE DOOR L BUCK ATTACHMENT 4CJlL N'•M-f 2X4. m SECURE TO BLOCK UV 3/16' TAPCONS (MN SNAIL SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 8. OF EACH END 4 18. Or- MAX SPACING. 2X+. SECURE TO BLOCK WV3A6' TAPO" (MN SHAM SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN W OF EACI END 4 W OG, MAX 6PACING, 2)(6, m 2X6. m SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCCNB WK2) 3A6' TAPCCNB (MK SWANK SIZE 30 (MN. °WINK SIZE J45 MN MEAD SIZE 300 MN HEM SIZE 300 8• CH U MN EMBEDMENT 11149 MN EMBEDMENT 1 V41) V2• DRYWALL WITHIN W OF EACH END a' CTU WITWU I a' OF EAOH ND a' CM U 4 W O.G. MAX 8PACINI 4 W OTC. MAX SPACINS- U14 P.T. OR 5/4'X4' MR1 V2' DRYWALL V2' DRYWALL SECURE TNU! FRAME 4 ❑ MX4' 2X& ® I*X❑ 2XS. CEO EMEND I -VW INTO P.T. NAILER TO BLOCK P.T. 4 �R SECURE TO BLOCK r 4µgl{,ER BLOCK YV 3/16' UV(2) 3/16' TAPCONSUV(2) 3A6' TAPC.ONB TAPCONS DOOR CA6INr (MN SHANK SIZE J46 TA6. 092L X 41 MN MN SWANK SIZE J45 DOOR CASING MN SHANK SIZE J45 MN HEAD 812E 3" MN HEAD SIZE 300 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR C.ASNG MN EMBEDMENT 1 V4') MN EMBEDMENT 1-1/4• WITHIN a' OF EACH ND WITHN a' OF EACH END WITHIN a' OF EAON END DOOR JAMB OR W81DOU • ID' OJ:M MAX 4 w OL MAX DOOR JAMB OR UUNDOU 4 W OING +G. MAX °PACATTACH TO 2X PER BPACINr. DOOR JAMB OR UBING. JDOUI SPAC MAUFMT1,1IE6 DETAIL& ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACnOW6 DETAILS. NOTE. °HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" n �DOs 1I TO BLACK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK WV 3/16' TAPCONS MN SHANK SIZE 145 MN HEAD SIZE 34W MN EMBEDMENT 1 VW) wTHIN a' OF EACH END 4 r' OP. MAX BPACNG, 2X6. m SECURE TO BLOCK WK2) 3/16• T MN SWANK SI MIN HEAD e1ZE(.IED MN B EAC1 a. cm V OF EN WITHIN a' OR EACH END 4 W OC. MAX SPACING. 1/2' DRYWALL 1'X4' SECURE TO BACK P.T. NAILER WV(2) SIB' TAPCONS (MN SHANK SIZE J45 DOOR CMW MN HEAD SIZE 300 MN EMBEDMENT I VW) WITWIN a' OF EACH END 4 W OCM MAX DOOR JAMB OR WINDOW °PM*r. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED VW) DOOR JAMB TO BLOCK +1 1/2" B 01I TO BLACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMD (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 15/18" n11DdD01► TO BLACK +1 15/18" 2X4. SECURE TO BLOCK WV 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 3M MN EMBEDMENT 1 1/49 IUITHN a• OF EACH END 4 W = MAX SPAT-W- NOTE, STRUCTURAL 2X MUST BE 2X/. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPC40NB 3AW TAPCON MN 1-V4' (MN.BHANK SIZE J48 EMBEDMENT INTO BLOCK MN HEAD SIZE 30O MN EMBEDMENT 1 V49 WITHIN W OF EACH ND 4 18' OC. MAX SPACW- V2' DRY104LL 2X8. SEGUE TO BLOCK ❑ W92) 3/16' TAPCOM P.T. NAILER MN GNAW SIZE J46 DOOR CASING MN HEAD SIZE 300 MOL EMBEDMENT 11149 WITHIN W OF EACH END 4 W OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SI M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" �11MIPTD011 TO BLACK +2 1/4" NOTE. 641H AB NEEDED TO PLUMB JAMB f DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" OmNnnt< m Rrnr_e +v" 2X& SECURE TO BLOCK IW 3116• TAPCONS (MN SWANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT i V4') (THIN S• OF EACH END 4 19' OC. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W10) 3A6' TAPO" 3A6' TAPCON MN 1-1/4' MN SWANK 8ZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I V4') UTHN a' OF EACH END a' C.0 4 W Or- MAX SPACINW. 112' DRYWALL 2Xa: 1=1 I I MA4' SECURE TO BLOCK P.T. P.T. NAILER WK2) 3/16' TAP CXINS MN SWA K SIZE J45 DOOR CAS44 N MHEAD SIZE 300 MN EMBEDMENT 1 VW) 2ND 2X SECURE TO STRUCTURAL RE WITIMV a' OF EACH HIND MEMBER UV/2J12d W1THN a' 4 W OC. MAX OF EACH END / 6' TO 8' Or- MAX SPACING, DOOR JAMB OR WHOM ATTACH TO 2X PER NOTE, SWUM AB NEEDED TO PLUM MANUFACTURES DETAIL& JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" O1<1MDDa _TO__ BTnPT( +s" 2X4. SECURE TO BLOCK WV V4' TAPCONS (MN SWANK SIZE J45 MN HEM SIZE 3M MN EMBEDMENT I V4') WITHIN 8. OF EACH END 4 I8. O.G. MAX SPACING. 2X6, m SECURE TO BLOCK WK2)V4•TAPCONS MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V47 WITHIN a' OF EACH END 4 IVOr- MAX SPACW . °' GTtU 2X& 1=1 V2. OIRYIUALL SECURE TO BLOCK rX4• UI1(2) V4' TAPCONS P.T. NAILER (MIN.SWANK,SIZE J46 MN WEAD SIZE 300 THY.' CADS. X 4' MN MIN. EMBEDMENT I V4') WITHIN a' OP EACH END DOOR CASING 4 16' of MAX SI"MW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 7/18" (�1lDQD011 TO HIACK +9 THUS" 2X4. SECURE TO BLOCK WV 1/4' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 M16L EMBEDMENT 1 1/4') WITHIN 8' OF EACH ND 4 W = MAX SPACIN& 2)%. m SECURE TO BLOCK WK2) 1/4' TAPCONS (MN SWANK SIZE 345 MN HEAD SIZE JIM MN EMBEDMENT 1 V4') UTHN a' OF EACH ND 4 W OC. MAX SPACING", 2Xa. 1Um SECURE TO BLOCK UO2) V4' TAPC )INS MN SWANK SIZE J45 MN LEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END la' Oaf MAX SPACING - NOTE, BTIIJGTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THROU64 NON-STRUCTURAL 3/16' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK Ley a' CMU IW DRYWALL ❑ 1 X4' P.T. NAILER P.T. X 4' MIN. II�J'� DOOR CASING DOOR JAMB OR WANDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: S 41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" �O R TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. 27LONGWOODFL35 PH:407-774.6078 FAX407-77440178 www.abdesigngroup.com h q V q A L —LL i 0 LJ SLTSDIV. at LAY *114 ABBOTT PARK LOT #32 BLK # 9 PROJIECTjp 04181.000-32091 "'c 1408" "DAKOTA" GARAGE SINNING: LEFT PAGE: DETAILS 160 JJPH EXP. C as NO PMINT ATE: 01/28/21 D SCALE: 1/4"=1'-O" SKEET D2 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUTLET M AMP SNa.E POLE 001( OUTLET ow OUTLET N as OIILST wwo TO awTCM GFI nN OUTLET EOa'm MiRO FAR. NTEwn®e (TAMPER RiSISTAM TYPE) a@ 220V OUTLET (4) WE! CONNECTION am OUUTTI.EMAI �F GROUND MaaSIP'IOtT SalTCN aBTCH 3-WAY OPER t74 SWITCH 4-IWY OPER .11 '-J WALL rasa® LIGHT CEILING LNSW © LED CLG LIGHT ©vp LED VAPOR Pi LOW O VP' VAPOR PROOF LOW Op mommom CAN eV81T. FAN I c "PER am Fr. VBIf. PAN M.16"T I Q1 PER e(i. FT. VANITYcopr- &-ECS TIED x PLUORESCONf ?-BIOS SRAP ® .4ntCItD 2-OLD WRAP (S11�.4Q t14TJ KANxteacomf V FLUORlegNr At A It C 4' TR40K LONE L� PANEL man METER OSD. Maas DETECTOR iut.uMDn� 1�1 1 w 1 MALL MOUNTED S om DETECTOR eATL IICKAr try ®.0m SK.O 6 CDEC, °E�TOR �� BaTT. eeac.Na w EaR-C.Okl61m SNLL 09 A DISTANCE OF NOT LESS TINS) 4- MwM WALL 1"BDANr L1aM NaTutAL as ► TIMAR Cr! JACK MATEt NEATER DMU)NKT � 12��•. Z ate I2SCONECT &ME AMA ON TM sow F TELEVISION JACK (a N6 am dO J-BOX TO EE -!PORTED N ACCORDANCE WV BOA( MAMQID Y WON FOR INSPECTION CEILNS amloamm TO EE SUPPORTED N CELNS FANILON[ ACCORDANCE W BOX Y WUCN FOR W INCANDESCENT Epps LOIN STRIP �n SS• NCAwEacw4r LOW STRIP nnno Y• tr41DSSfalr LOIN[ STRIP FLOt7D LOMT OPT. KAID ETTb P8 Fum-BUTTON FM OSCS we raw • LOCATION OF TV JACIM A PHONE OUTLETS 4 FANS TO BB VOW SHED • NOMEOSlR PRE-COrISTq)CTION IElTlIt1 • ALL S 4 20 AMP MANCN CIROAM TO BE AMC FAULT 7=PER ELECTRICAL PROVO" OP MM (2920) 41405C 2111M 20n EDITION • M AMP DEDICATED LAUNDRY CNN=T. • MI . ISLAND (NOT ON 1Q7CNBN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATMtOO1 IDSNWST RAN TO NAVE MN CAPACITY OF Sa OM NTEI9ITT®!t PER ELECTRICAL PROVISIONS OF SECTION M6013 ®ijHgQITJWj2�lt��( 1T 12 L]Qj(j� ) • LAUNDRY ROOT IilCEPTACLE SHALL m GICISD FAULT C P=IT-N L40PNA T6R PROTECTION Fla! PERDOW42L ON I$EDEISS • WIRING M TWOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS CP PBOe Tan % r20AS) • ALL BORIC TO COMPLY WITI4 ELECTRICAL PROVISIONS OF THE FBO! TIY ED (2R2E) • TS1L O LO[4TNG MINT BE SERGY SPIT' -SIT TYFE PER 0 SD. 0�BEDROOM#1 (` 2 PRE -WIRED CLG FAN r / „�, ,T c+ — 42• P8. FOR% �\ 1'"�// AFF. GARACsE 1 DOOR r � I 4ALL MOUNTED % Lr.14T W/SWITCH IN/ ATTIC / m BOLLARD FIELI ER Fl a AS REO. PER BLDG. PAIR) I f` 1� \ \ I BMIC OW I SWITCH IN CABINET I \ IQ1'C1IEri � o----c� HOOD WIRE W/ OUTLET FOR FUTURE MICRO 1 1 I II I I � I I II ( II I II � II y.(/ EDIT � II 1 II I n FOYER I CODE / GARAGE GFI \ Q IRRIGATION COG. OUTLET • OUTLET 4V AFF. 7 OPT. LIGHT GREATROOM I � I I /' PRE -WIRED 1 / CLG PAN 1 � 1 / / I\ ELECTRICAL PLAN -GALE: 1/4' a I'-0' 0 BEDROOM#3 PRE -WIRED CLG FAN I BATH#? I BEDROOM #2 1 tY PRE -WIRED CLG FAN WP Panel MAIN - A PANEL: 8M6 wp crL breaker VOLTAGE: 120/240V-lPh MAN: 150 Amp M.C.B FEEDER:3-41 Cu TWM&1-#6Cu(G)inl IfZ'C. OR 3-#2AALlHNM81-#6Cu(G) in 112'C. MIro Pd. Bkr Dowd W.U. a —It circuit Weft Deeerl ttn Skr P.I. Win #12 1 20 E"'dor GR for TUG i20O 1 2spom #12 2 2D Ingo -Pure NOUN 3 4 5 6 6W4 AICCU.-1 35 2 IA Spot¢ 7 a PANEL -A PANEL: 42 cr1 breaker VOLTAGE: 120 /240 V -lPh MART: 150 Amp M.LO. FEEDER: 3-#1 CuTWM 81-#6 Cu(G) in 112'C. CR 3-#2)0 AL hMM 81-N6 Cu(G) in 11/Y'C. WIro P.I. 9kr Doaa1 Weft QrNN Qnul Watt Dmdpdon Ra Pole win #12 1 2D Snwll 1500 1 2 8000 urge 5o 2 05 #12 1 2D Naoroe/Hood GFi law 3 4 #12 1 20 Smdl Appiha 1500 5 6 46DO MI. Heater 25 2 #10 #12 1 20 15W 7 8 #12 1 2D Dring Raptd. AFQ 250D 9 10 12O p CJ=1 20 1 #12 #12 1 2D MIT GFl es 12D it 12 15DO psMTesttaGFl 21 1 #12 014 1 15 / Hal / Bed f2 a lW Beth 02 AFC1 am 13 % 50DO pya riff 30 2 #10 #14 1 1 15 Umnii imam, LeM AFQ 900 1 15 16 1 15 Kddm Pa ", a U AM am 17 18 15DO wml ( GF1 20 1 #12 1 15 SD8(YO AFO 90D 19 21 1000 Door GFI 21 1 p12 1 21 /Bed N/D.AFQ 120D 21 22 121I1 / Ed— Usa AFQ 20 1 #12 23 24 9m B.coon 1 AFQ 15 1 #14 EIH 25 25 9m B h 1 AFQ 15 1 #14 2) 28 29 30 low an cmtda arty 20 1 #12 31 32 ._.__ 33 . m 35 36 5 spow 37 38 #a 2 35 AIC I (tlaeter 5 KVA el 65l6 ma 39 40 sparo 41 42 Isp— L..d q..ttdementl Rclar calNaOare tine Iffim 29700 Loa/ tod-Od WDVCdoAYba/fire Demand Factor Calculations: ABBREVIATIONS: AM: ARCFAULTCtdUIT1NMRRLPTER NC �NTLOAD GFI: TEE.%#D FALIT INTUMPTER Tad load sw1 d10 d.—w Naar 42700 ' First IOD00-t at 100k 12 RanaN watts at 40% 13080 raa actor 10OB LOAD CALCULATION IS BASED ON MC NON -COINCIDENT LOAD Tad Lbrno W Load Watts 33909 Toth Am (watts/2401dN) %t.3 General Lighting 8�u��le Load Taal AIC S�Fed 1408 1406 GerOai Lt 8 Rec 3 W / Ft �+ 1 at 65V1N-i at 100% 65 Taal (dE" 8 Roc ) 4289 CktsllWatsk Total watts Camel Us 8 Roc Pan d A 9 4T7 42&9 II \� I M I I = I L LED LIGHTING Cam? SINGLE LAV. BATH -1 150 AMP ELECTRICAL RISER / I I I LED LIGHTING ® SINGLE LAV. BATH 4 PROVIDE 34M CU. TMW a Pa CU N 2' CONDUIT OR 3 %M AL TMW .1% CU N 2' CONDUIT OR 2M AL SER (CONDUIT TO TEItI•IPIATE ABOVE SOFFIT • OVEI4.ANCa) NOT TO SCALE. Cd"ICNATk7N BERVIGE DISCONNECT SUNTCN AND BO AP!a DO/240 VOLT GENERAL NOTES M ELECTRIC PETER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL OM PLY WITH ELECTRICAL PROVISIONS OF THE � NEMA 3M ENCLOSURE r'LO PANEL EDITION (2020). LOCAL CODES. AND ALL LOCAL POWER COt•IPANY REQUIREMENTS. B. ALL CONDUCTORS SMALL BE TYPE TMIV UNLESS NOTED OTFERNISE. TO.@PNOIE SERVICE C.N BaRANCE SO EliIFMENt EOI POKER C47MPANY GRADE WrERSYSTE'T BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 60 AMP, U01240 VOLT, I PHASE SECONDARK-- 1 a4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 1 COPPER (CU) N CONCRETE ENCASED ROOTER STEEL PER 1412' CIA SCHEDULE M PVC. CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR MU 4M ALIN•BeAH (AL) N Y' CIA SCHEDULE SO PVC EDITION (2dJOz CONDUIT IELESS SERVICE IS PROVIDED by TM ELECTRIC CO PA14Y. COORDINATE UATN TIE ELECTRIC S/a" DIA X a FT LOW COPPER CLAD GI87UlD FWD COr'PAN'( PRIOR TO END. i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407'-7748078 FAX: 407-7744078 wwwabdesigngmup.can AA #: 0003325 q BEEN N M � k4: pp F fAB HDIV. kBOTT PARK LOT #32 BLK # 9 18 0ill T91 icoDE'1 1408" "DAKOTA" GARAGE awiMG: LEFT PAGE: ELECTRICAL PLAN 160 H EIK C pnn4T .1 DAM 01/28/21 8CAt w'• 1/4"=1'-0" 98EET E1 0 cD O ;� I I FM 7d s I SNG DW i I O I I I I I n ��ii�l I• I J Q: i REF. - o II I I tl I 2' VTR KITCHEN r SWIG V - - - - _ - AUTO VENT 11/2' • ® In' 3' I I/Z Z I I 1/2 LAV 3' TUB LAV IR' LLIC 3' 3' WCSFAIIR WASHER 3' 3. 3' Co . El TO ------------------ MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . I'-®' 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-774.4078 www.abdesi8ngroup.com AA i. 0003325 Z Y b tu 3 p E 1-4 Q SUSDIV. & L01: ABBOTT PARK LOT #32 BLK # 9 PROJECTip 04181.000-32091 ago "1 1408" "DAKOTA" GARAGE SVFMG: LEFT PAGE: PLUMBING PLAN 16 M H EXP. C FE ARM A /ff7UCiVXM L AR NO W723 DwRINT Ol/28/21 SCALE: 1/4"=1'-0" SHMICT P1 8'-0' BRG. NGT.,, _ •/-kb'-4' BLDG. 1-IGT. SHMGLE ROOF 12 @'RIB' 5 FYPON 5RACKET �SIDING AS SPECIFIED (TYPJ 8'-0' BRG. NCsT. 18'N63' DECO. SWUTTER I 4C 4' RAISED BAND TYP. i AO'- GREAOFATTIC = 2364 S0. FT. NETFREE VENTILATION AREA REQUIRED = 1/300 REQIRREDVENTIUITIONAREA 2364/300 = 7.88 VENTILATION AREA X SO. INCHES PER FT.(144I = U94-72 SCL IN. MIN. IEQWfffD VEN IHATION .5X 13 72 IN UPPER PORTION OF ATTIC - 56736 SO, IN. DFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VET 56736 /115 TOTAL# OF VENTS REQUIRED = 4.9M7 TOTAL N OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITEI OF THE HOUSE, LESS THE OVEWIANG (E)TERIOR OF WAU-TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 8 0' ESRG.El - ----- I 0 ®II 0'-0' FIN. FLR. , ��--------------- -------- - REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' ERG. F-*T. to 8'-0' BRG. NGT. �I FL 0'-0' FIN. R 0'-O'FIN. FLR, _ _-_ _- -_ LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' MIRE' . W-GT. 8'-0' BRG. I-GT. I I� ----------------- ------------------- I I -------AO 0 RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH _0. 0-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA N: ODD3325 J Z Iq Qi C a S �.-LLIJ SUHDIV. AO L01d ABBOTT PARK LOT #32 BLK # 9 04 18J1000-32091 HODE". 1408" "DAKOTA" GARAGE B'WMG1 LEFT PAGE: ELEVATION "A" %160 PH EXP. C maill DA 01/28/21 SCALE: 1/4"=1'—O" SHEET A2 A GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2D20). ALL REFERENCED CHAPTERS, CODE SECTION AND TABLES STATED IN THESE DOCUMENTS ARE UNDER I" TTH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. BITE 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSION PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTION SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITION. 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 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHAD. ALSO BE PROTECTED BY NOT LESS THAN %WNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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 TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 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 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLAN. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIJ S 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 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-C926-18b, ASTM-C1063-198 & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KIGK-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 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEABIGS 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 i 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION 0118ERYATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROLIP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrrS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwzbdesigngroup.com AA W: 0003325 Z a m F BUBDIV. de LOT: ABBOTT PARK LOT #32 BLK # 9 PROJECT# 04181.000-32091 moDul: 1408" "DAKOTA" GARAGE 81rrMG: LEFT PAGE: GENERAL NOTES W. 160 MPH EXP. C FE Aa NO D TZ O1/28/21 SCALE: 1/4"=1'-0" SHEET GN PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLY MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1147361 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13972.14 SIMPSON STRUCT.COMP. WOOD CONNECTORS 2020 FBCR IZ/31/Z021 13672.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13g72,8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12131./2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 202DFBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IZ131/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/26/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBQt 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZD20 FBCR 3/31/Z021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EKT. SOFFITS 2020 FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 186442 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 12/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 IBM IV31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR W31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2"6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBat 5/Z1./2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2020 FBCR 1ZI31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1ZI31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR IV31/2022 23956.4 THERMA-TRU EXT. DOORS JT-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR IV31/2024 15216-Rg OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR IZ/31/2023 3792.2 LOMANCO, INC ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/20Z3 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265-R5 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR W31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FMM 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 i� 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32T50 PH: 407-774-6078 FAX: 407-774-0078 wwwzbdesigngroup.com AA Y: 0003325 o = p 9 Jltimm a LOTt ABBOTT PARK LOT #32 BLK # 9 0 18-32091 MODU1408" "DAKOTA" OARAGM SIMU , LEFT PAGM PRODUCT APPROVAL LISTING %160-VPH EXP. C W 2 1TM D 01/28/21 QCAXJb 1/4"=f-0" olfz= D3 PRE<ORI" STD CONTROL JONT PLANSE OF CONTROL JONTS Td BE WIRED TIED TO LATH • 0- Or- MAX (VERTA MOM DO NOT FASTEN CONTROL JONT TO WAIL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES SV SLEd MAY Shaw czNn LLO JONT��. DURNC NSTALLATION —� PAMENERS TO OE 8P / • T' OG MAX VERTIGLLY k TMICK 3 COAT ORIENT PLASTER USO LAYER 4, FORTPIBER OUILDN6 PAPER APPROVED METAL LATH FASTENED -'1' (VERTJ O.C. MAX AT &FPORTS QM LAYER 4. STUCCO WRAP i11000 S"EATMNG LATH SMALL NOT ---- EE CONTIN " .• To v r To A• TMRO SM CONTROI. JONTS OUT SMALL OE STOPPED AND iTED AT EACH SIDE PER ASTM CV* PROVIDE 2X4 BLOCK. MAX PLAT AT MAX. TO S' FROM CONTROL JONT 04E N \ CONTROL JONT FALLS ON L FASTENERS FOR LATH TO BE MAILS OR\ i 8TRICTURAL STIR STAPLES N CGMPLIANCE SY ASTM CW63 2. Oft TIES TO OE (NO. IS) 004T8' WRE / A. BLOCS NO SNOW MAY BE IN ADDITION/ \ TO WALL STUDS REWIRED PER PLAN II Illplll I O"M" TYPE CONTROL JOINT OLP0.D gW0•M.A O L-- M.A IcwAeE. M.e 1 atASE • M. C ® IFd.D N4NO•M.A >,acuc. M.e I COMAE • M. G AP W M.0 ovm M. e T6L M.6 ToLcum N0110" R.AN= eoTTGM A.Ntl! MTe! TgIR MAL POW. Q2 clue. APPROVED BE 04 CRAP SMALL OE LAPPED A MNMUM CP 6' • VERTICAL LAPS (ROLL ENDS) A 6' • MORUCHTAL LAPS, ALL SEAMS NEED TO BE TAPED WITH PORTTBER SNEATMSG TAPE / r rwa tx • neT.e� un1 \ LATH VERTICAL LAP TO DE P ~— METAL LATH SRO LATER -L STUCCO WRAP URS LATER 9, FORTIFDER / I - OULOW PAPER ro'TAEER.LAP SCALE, I VJ'.i'-O• ® KIC KO UT DETAIL I ~tiv � I I r♦04 MTA1L Iacl(om NLAYMb AT eORQ'1 Q ROOF WLL N,FI..GT10N. am r r.s unr VERTICAL LATH & PAPER DETAIL Nam, SIDE LAPS OF METAL PLASTER OASES SMALL BE SECURED TO TRAI9NG MEMBERS. TMEY SMALL BE TIED BETSEEN SUPPORTS WIT" 004T5-N. (121-M•) IRIS AT NTERVALS NOT MORE THAN S'(22S-MMA AS PER ASTM 01063. WOOD STo( SMEAT"N5 WALDNG PAPS! j' THICK 3 COAT CEMENT PLASTER METAL LATM SMEA7"NG rCk REPAIR OP TEARS HORIZONTAL LATH AM MAY Be P TT0ED & PAPER DETAIL WA40M ~TAPE PER MAMP SPEC OR PEEL N STIOC WOOD SHEATHING OR CMU WR8 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRM 4 TAPE OVER �ACREEDED 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 O"L" FLASHING N.T.S. 4Sr4' SELF-ADIEIVr. MEMDRAE FLASWM (QCMPAT=LE W( MOME q. SRAP MATERIAL) OVER APPROVED MOUSE USAF R.A&iNS TO WORW DWO ".S 1' OR LESS PU'E ... ... CUT AND OVERLAP ONE SIDE OF� SELF-ADNERM MEM[RME PLASMNC STEP 01 REGI)SSED TO SECURE PIPE/ am TO FRAMM SECTION ❑ ECTION_ B*dw ftwwlSgbrwlln caned plas0sr shah mmply xAM t. applrau raptl—ts of ASTM C 926-18b. IIRFaPB1im o1 eAt w le hkv m Vemng shag comply MTh ASTM C 108319a, a ASTM 1787. PIPE PENETRATION DET N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-&4-1-I4a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IS N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774.4078 www.abdesigngroupx m AA #: 0003325 a Yy� Y a qMill s 5 _ aumrv. ag ABBOTT PARK LOT #32 BLK # 9 PIeOJ�CT/ 04181.000-32091 "" 1408" 11DAKOTA" D46 1t mm ovum: LEFT PAOZ: WALL ASSEMBLY DETAILS %160 APH EXP. C INSTALL V SELF -ADHERING MEMBRANE PLAS14M OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAIEN'E OF FLASHING TO BE: L BOTTOM. 2_ SIDFS, 3_ TOP I`; X VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER ALLAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL � JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. X CAULKING • JOINT I I ALL AROUND I IPER SECTION R703.7 Exterior Wft and Dlasterig BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. �4. --{X-. Installation of exterior lathing and framing shall comply with ASTM C 1063-198, ' orASTM 1787. WRB LAYER 9, fix' STUCCO WRAP �•.. WOODED VENT THICK, 3 COAT CEMENT I • PLASTER METAL LATH WRS LAYER -2, FORTIFIBER BUILDING PAPER WOOD SWEAT14NG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 25 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Gi' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 V SELF ADHESIVE — FLASHNG (INSTALL PER MANP. SPECS-) BUILDING PAPEI UNDER 'QUICK FLA& �A VENT PENETRATION SCALE: N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD BFEATHNG WRB LAYER -1. STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FMIBH •TDQI01"0DD -FASTEN TO WOOD STR ICTURAL MEMBER • V OG. MAX i' WIDE STRIP eELF ADFESIVE FLASHING, CLEAN MASONRY BIEFOFE APPLYING -.._.._. V___— _— FINISH•MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8• WRB LAYER 01, CUT OPENING IN STUCCO WRAP AC777777 APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER '1, SELF -ADHERING t STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE R"Asww' OVER BOX AND OVER APPROVED WRB LAYER 01 STEP #1 STEP #2 APPROVED HOUSEWRAP WRB LAYER M. BELOW STUCCO WRAP CUT SUCH THAT ® APPLY bm MN SEMDRAHE NO MEMBRANE __ GRADE 'D' FELT El FLA MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HousEulRAP WRB LAYER 02, FORTFIBER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ;&METAL ELASTOMERICOATING OVER CC STUO/ C.V. FINISH (SEE TYPICAL WALLSECTION) LATH STEP #S STEP #6 (q) ELECTRICAL RECEPTACLE W i"I N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 1 e� 0 5 Nk I,,.. - i i 1 9 avaDiv a: zor ABBOTT PARK LOT #32 BLK # 9 0 18 000-32091 IMODNt408 "DAKOTA" CARAGM a1111WO1 LEFT PA GM ASSEMBLY DETAILS 160 II EXP. C [•l DP 01/28/21 arma'a' WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL P��1T77TlTTT� SNEATNING SELF-ADHESIVE FLASWING — — — — — 1 2 1/2' k CORNER BEAD (FASTENER 4 SPACIWs a 1' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C9) BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.aDdesigngmup.com l AA N: 0003325 k C a ABBOTT PARK LOT #32 BLK # 9 FIWJMCTIP 04181.000-32091 'a"1408" "DAKOTA" 0A1tARia 8MUM: LEFT 1 PAGE WALL ASSEMBLY DETAILS 16 H EXP C FE3 D 01/28/21 aC#.lM 1/4"=1'-0" asmew WA3 LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING UK= CONSTRICTION \ r- 0E7OND V WOOD SNEATNSG UEATNER IIEmonvE CARItlER 1 � UEATNER R2morw CARRIER O WC VULALAr 81DN6 / / / I a \ FL -A,pI;RSGAOFeRnr' FLASWNG 6 aU 4EATWER RESISTIVE ISARRIEFt STARTER STRIP / \\ \\ UVATHIER CARRIER 1REOPSTIVE 1 1 `� y PL -ADIERMADNERIIG \ — ' GALVMETAL mayy.�I� •Z• RrV 48N.G &D S E bE� R CASM 'V> ` i uibo�'Tvw MISER \� UkCAULKM OR APPROVED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME � n e TRANSITION 1 �7 a� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroupx m AA f1: 0003325 Z C all K� Z Z 4n f C L L ae LOTT PARK #32 # 9 * 04181.000-32091 "" 1408" "DAKOTA" GA1tAOL' BMWO' LEFT PAGO WALL ASSEMBLY DETAILS 1OChff WIIIII,C Dp � 01/28/21 BCAia; 1/4"=1'-0" mr*11= WA4 00 —2x6 SUB-BANb W/1'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 3' ✓ 1/8' TEXTURED FINISH ®WOOD 1/2' TEXTURED i FINISH ® CMU METAL FASCIA WRAP 1� 1\ I\ I\ I \ I \ 2X6 8U6 I \ ° ✓ ' METAL FASCIA \\ /j WRAP FROM \\ STUCCO, I' FROM \ WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \\ `\\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY i ®ELEVATlQN ®PLAN A VB' TEXTUFMD FNISH • uJOOD, V2' TEXTURED FN16H • Cm METAL LATH �' \_UJOOD SHEATHNG OR CMU WRB LAYER 01, STUCCO WZAP(FRAME ONLY) UIRB LAYER 4, FORTIFIBER BUILDING PAPER _4 (FRAME ONLY) (QPLAN E3 PROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) P EDGE, I' OFF WALL T INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED / FINISH s CMU i \�2x6 SUB -BAND W/I'x4' NOTCH +s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxx x x x x x X x x x x x .- - / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _4 SUB BAND DETAIL 0 WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH Al END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH END, WRAPPED IN PEEL a STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY .1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwaldesigngroup.com AA Ir: 0003325 w a $ 44 f C S mmm sc73DrV. & LOT. ABBOTT PARK LOT #32 BLK # 9 0 18 0 0-32091 moDmp1408" "DAKOTA" GARAGs 81WD90: LEFT PAGE WALL ASSEMBLY DETAILS: SUB —BAND %16,Q MPH . C 33'-10" I �-0 1/2" eo I m 4" w ( 4" CONIC. m CONC. O SLAB SLAB v? a I� M 8L�AB0F 3 io 1 r----------------------- FM-,2X,8 .4 9'-0" 5'-11" V-2" I I I I TOP OF SLAB 0 �[ v \ `-4" PVC c CHASE O a m ILL 1 N I 1 V-3" to 1 I I 6" I i o 1.1 1.1 EXTEND SLAB 1 112 L---- —TE-2-- N 2'-8" I 91-5" • 4,-5 1/2" x I N U N • ILL w (4 " CONC. m I w I I ; SLAB w 1A I. Sim 11EXTEND 2 1A `-"---- I 11 SLAB 11/2" (FM-12X18 Sim N IA *-7 1r2" a " FM-12X18 11 FMC- 4 a FMC-41/ 41/2" 1.1 1 3'-5" 12X18 1.1 FM-12X78 1 — — FM-12X18 — J 4,-2" FOUNDATION PLAN SCALE: 1/4" = 1'-0" fell `1,1.g-WeIilLLollL*1 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-U", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, IMNDICATES #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 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #SS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W I A.W 1.4 OVER GENERAL 31Z 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY SIt SCHEDULE HOEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA SEE PLAN 8" - (1)#8s TE-2 12" SEE PLAN 8" - (2) #5's FMA208 12" CONTINUOUS 18" - (2)#Vs FMC-12x18 12" CONTINUOUS 19, - (2)#5's - VARIES F2-24x24 24" 1., 12" (2) #Us (2) 05's (-)0'-4- i N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.com AA #: 0003325 N Y ZZ Q Q q Mill EJ SLTHDIV. d# LOT: ABBOTT PARK LOT #32 BLK # 9 PitoizcT# 04181.000-32091 MOD24, 1408" "DAKOTA" GARAGE SI MG: LEFT FPH NDATION PLAN AXP C 30" MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED .-; STEEL REINFORCING IN GROUTED r[— — e° CELL SEE PLAN FOR SIZE AND Q a O CELL SEE PLAN FOR SIZE AND r 0 SPACING REQUIREMENTS m SPACING REQUIREMENTS 1p - GARAGE DOOR Q w U w ?�.._. RECESS �� ¢a ¢(� ..I —FM—" g� ct Z S" CMU WALL O 8" CMU WALL I , . ) CORNER BARS, SAME SIZE AS LARGER BAR W w 8' O 0'-0' IN FOUNDATION WITH 30" LEG EACH O w = TOP OF SLAB .I yT ,J� WAY AT ALL CHANGES IN DIRECTIONS -i -'1 SO THAT THE STEEL REINF. IS CONTINUOUS UU) TOP OF SLAB < -. /' � .••�\--+` , - . '�'_'"' I' ,., MATCH AMOUNT OF CONTINUOUS BARS �c CURB FOR i, _ EXT. PORCH SLAB W/1/2"ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (iSTORY) 18 a EXT. PORCH SLABHAMFER ... _ 7AND -VARIES SEE SLAB SCHEDULE T� OF GARAGE - LL " I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE H� '-�' b• MASONRY UNITS SET AT ELEV: JOINT (WHERE •"e. •� 6" CHAMFER (2STORY) #4 24" W/1/2"ISOLATIONRAMFER(2STORY) (1-STORY) -: APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE Z ) SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE gXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42' R QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:ffi4"=''-0" CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 314"=l'-W SCALE: 3/4"=1'4)" ? (1)#5 REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 48" ---�� Q 0 IL 8' CMU AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY 0_ LAP TO OCCUR OVER STUD OF WALL WGHT PLAN ¢ a g #4 REBAR @24' O.C. CENTER OF w wm p,p SLAB w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 0 j 5' > w NEW REINF. BAR O Q. No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ O U U I SECURED W/ 2-PART g SPACING. SINGLE BTM. PLATE 1/2'X9" WEDGE ANCHOR W/ 2" 2" CAPPED 6�. I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH . GALVANIZED PI�PSE Q p FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN, 16" OC SPECIFICATIONS FOR SIMPSON SPH4 OR SPF16 MAX. Q I USE am1 BTM AND TOP PLATE M r+ Ie - CONC., REINF. W/ . I m F PREPARATION OF U ANCHORS W/ tOd x 1 i!2" COMMON NAILS FILL ALL x , l 6'k6" #10 W WM ON HOLE. w N HOLES, DO NOT USE 10d w a w 6-MIL POLY ETHYLENE SECURE FLANGE TO X 3" K SEE SLAB SCHEDULE w ,.0. VAPOR BARRIER ON SLAB W/(4)1/4" X 2 1/4" - o O } O K _ j WELL -COMPACTED CLEAN FILL TERMITE TAPCONS m Q +- 0 0" X .�� TREATMENT SHALL BE TOP OF , Q 5- BORA-CARE u , CHAMFER 11STORY)6" CONT. #4 REBAR,lie CHAMFER (2STORV)(2) (2) #5 REBAR ON CHAIRS =AND ULE 12" MIN. DEPTH INTO ZW2,000 PSF VIRGIN SOIL OR 95% SIZE OR ENGINEERED SOIL o COMPACTED SOILVIRGIN ADDING BAR TONTITY SLAB HEIGHT LESS THAN 3'E" mU pER PLAN BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP C 5 SCALE:34"=1'-0 6 SCALE:34"=1'0 7 SCALE:34"=1'-0 (W/ UPLIFT) �e� FOOTING W/ BLOCK WALL SCALE: 3/4'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 26 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE ¢ o: PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO O SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w ADDITIONAL METAL i6" O/C STAGGERED. ADDITIONAL METAL U v n CONNECTORS NOT CONNECTORS NOT K v1 REQUIRED WHEN NO REQUIRED WHEN NO O 8" CMU WALL w UPLIFT IS PRESENT. UPLIFT IS PRESENT. m z w SEE SLAB SCHEDULE _ TOP OF SLAB +- 0,-0" SEE SLAB SCHEDULE TOP OF SLAB . -, SEE SLAB SCHEDULE Z POF SLAB P 0 CEENfERED UNDER WALL AND L POURED MONOLITHICALLY WITH ° -� FOUNDATION AND SLAB ..a SEE SCHEDULE SEE SCHEDULE /FOR WxD, BAR SIZE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE I ✓ AND BAR QUANTITY FOR WXD, BAR SIZE IF 5F AND BAR QUANTITY * ///III... AND BAR QUANTITY COMBINED EXTERIOR MONO- ._ INTERIOR CURB FOUNDATION WOOD WALL _ INTERIOR FOUNDATION WOOD WALL ' 6OAL�t3'4"`''�' (NO UPLIFT) FOOTING AND COL. PAD "' SCALE: 314"=V-0" SCALE: 3l4"=1'-0' (NO UPLIFT) 1 N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 Z dcJ Ci C Z a Q SXMDIV. & LOT: ABBOTT PARK LOT #32 BLK # 9 PROJECT# 04181.000-32091 IDE 1408" "DAKOTA" GARAGE SIFMG: LEFT PAGE: DETAILS 160 JWH E ES DwTE: 01/28/zl 8CALE: 1 /4"=1'-0" S1.1A d N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 wwwabdoWgngmp.com AA 8: 0003325 i w v FI I Lj BUHDIV. M LOT ABBOTT PARK LOT #32 BLK # 9 PaoilecTo 04181.000— 32091 is ""1 1408" "DAKOTA" GARAGE SWDJG: LEFT PAGE DOWEL PLAN 160 MPH E DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM 6 � CLEAN OUT REQUIRED FOR INSPECTION rD e (i ' I 0'-0" FIN. FLR. e TIE RTICALREBAR .. . -� TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z #3LU 18" >O #4 24" C� #5 3W #6 36 #7 42' HORIZONTALIVERTICAL REINFORCING SCALE: 3f4"=1'-0" EXT. PORCH SLAB W/1@"ISOLATION JOINT APPLICABLE) 6"PVC CHASE— THRU FOOTING i STEEL REINFORCING IN GROUTED CL CELL SEE PLAN FOR SIZE AND p t SPACING REQUIREMENTS mW IM O ran Z 8" CMU WALL g Z frl SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. w = > 4" CHAMFER (I -STORY) O r 6" CHAMFER (2-STORY) #3 18" U • #4 24" Z ATCH STEEL #5 3d• iv REINFORCEMENT PER SCHEDULE �• #7 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3l4"=1'-0" VG REINFORCEMENT PER SCHEDULE #5 BARS ED 5 F o k t-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.corn AA #: 0003325 J R 4 l 2 r l = Td M 06 O gg r � sunDiv. a LAT ABBOTT PARK LOT #32 BLK # 9 PRGJECT# 04181.000- 32091 "E"c 1408" "DAKOTA" GARAGE 511MG: LEFT PAGE: DETAILS i6 H E . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1P2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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 ( P-0 W H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B01 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOUD SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 1 R�� 7, 8F16-MOM/OI BF16-1T/OMlOB 8F16-1T/OMIOB 1 ♦♦ 2 I 1 ♦♦ 1 ♦♦ 1 I 1 4* ♦♦♦ 1 i 1 ♦ GT ♦♦♦ , 1 1 1 ♦♦ I 1 ' ♦♦ I ' 1 ♦ 1 ♦♦ I 1 ♦♦ I 1 ♦♦♦ 1 ' ♦♦ ' I 1 ♦♦ I 1 ♦♦y i ' f 1 ;4 1 1 1 1 1 U.N.O. PROVIDE 881 , 1 WHERE ROOF TRUSSES 1 1 BEAR, TOP OF WALL 1 EL. 8'-0" U.N.O. i ' 1 ' 1 1 ' 1 1 ' 1 1 i �♦ i 1 ; 1 ' ♦ F-----� ♦ 1 1 L - - - - - J I ♦♦♦ 1 1 ♦ 1 1 . ♦♦ 1 1 ♦ 1 1 ♦ 1 1 ♦♦ 1 1 i 1 1 ♦♦ 1 i i GT I I 1 4p 1 1 1 8RF14-lT/0M/08�� 1 I ? 5_4"j 1 �4# 8F8- 1 I ♦ 1T/OM10B 1 8F16 (MIN}1T/0IWlBBF16-1 17 -4"lassagam TIOM/OB 1 1 FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwabdoslgngroup.com AA M: 0003325 04 I. a r s 64 0 ul SUHDIV. Ae L/OT`. ABBOTT PARK LOT #32 BLK # 9 PROJECT/ 04181.000-32091 MODE , 1408" "DAKOTA" GARAGE 9VnX0: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BONG BEAM VERTICAL REB*HOOK\\A' - #5 B CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"XB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B• �e \) PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDRFD-AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 81xi 6" i' 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / / A TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *.�k Sxl6 DBL. BONG TOP OF / Q�E BEAM W/ (1) #5 BAR BOND BEAM • �\O�\ g EACH COURSE f, 8x8 BOND BEAM TOP OF • ��G�\r W/(1)#5 BAR .y BOND BEAM F = FILLED W/ GROUT I .\\a0� U =UNFILLED GROUT SOLID FROM TOP y`1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 A \XX 16-1 T/ 1 8x8 PRE -CAST CONCRETE S �ffr' LINTEL W/ (1) #5 BAR (L2) HEIGHT L�� LENGTH OF BAR = WIDTH OF MASONRY HEIGHT #OF#VS, TOP OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1TH WOB INDICATES A DOUBLE BOND BEAM 7#0F#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0" AND XFXX- 1TNMMB INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN ,145 MIN D SHAWIND OW SIZEN300 MED T 1 N EMBEDMENT N 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-lW 177- EMBEDMENT - 2x6 (MIN 2 X 3) 23/i6 TAPCON .3* 1/4" PRE -CAST - _a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4'� 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4-) 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END VCMUWALL EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALe,lrr=r-0" ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=1'-0" 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Z h Z sqtu 5 sulwm ae LOT ABBOTT PARK LOT #32 BLK # 9 PROJECT 04181. 006-32091 " 1408" "DAKOTA" GARAGE 81WMG: LEFT PAGE: DETAILS i MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 B/&06 6.1T tr tr 1T -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH Bia-tt e�te-tr erto-1r Bru-1r Brea-+r er32-tr Wig 5.1Tn tTn +Tn 1Tn -ITII wzr an62r 1 wo-n &24-zr area-zr 9ra2 zr -8 3'" PRECAST 1436 952 3114 4217 5321 6426 7531 3'4' PRECAST 689 1024 T-r PRECAST 15BO 3524 4394 5263 0132 7001 2485 81t3 am 7706 9031 10000 1589 3624 4984 5e63 8132 TOOT 4%V PRECAST 1065 700 2908 3125 3945 4765 5587 4'-W PRECAST 514 763 4'-0' PRECAST 1363 3000 3815 4570 5325 0079 1961 6113 7192 6524 7627 6751 1363 3060 3815 4670 5325 6079 4'48" PRECAST 819 533 1770 24W 3033 3665 43W 4W PRECAST 398 591 4'-8' PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6762 W41 7565 I= 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1999 2580 3123 3888 4249 5' 4' PRECAST 411 411 5' d' PRECAST 10+8 1808 2974 2W4 9519 4084 1319 448D 7196 7342 5780 g 1016 2276 2B38 3399 3961 4054 s-10" PRECAST 8n 1024 IBM 2090 2549 3009 3470 s-10" PRECAST 340 33s s'-10" PRECAST 900 1499 1971 2443 2015 3367 1161 3003 5877 am 6548 5778 929 2090 2593 3107 36M 4133 8' 6' PRECAST 692 1139 3227 3031 3707 4383 5D61 8' 6' PRECAST 410 721 B 4' PRECAST 835 1578 1955 2332 2709 1139 3227 4696 7054 10000 8825 835 2329 2790 3251 3712 T-0" PRECAST 570 938 2488 2205 3191 3885 T-6" PRECAST 303 534 T 6" PRECAST 718 1181 1482 1743 2025 938 2498 340E 4864 7067 6472 rn g1318 2025 24M 2827 � 9' 4' PRECAST 428 633 1593 2204 7487 2818 2621 9''1" PRECAST 192 384 9' 4" PRECAST 454 787 948 1129 1310 6n 1674 220E 3081 4099 4999 572 1643 t969 2164 2519 10 6' PRECAST 388 4B7 1247 1787 1904 2183 2028 10 8' PRECAST 151 301 10'-0' PRECAST 358 812 765 889 1042 550 1407 1897 2781 3222 3784 504 1160 1472 I763 1710 1989 11'4' PRECAST 330 544 1312 1742 2252 2868 3630 11'4' PRECAST 132 417 11'�" PRECAST 4W 406 530 am 7n 872 544 1312 1742 2252 2888 3552 488 1042 1372 1643 1470 1710 12 0' PRECAST We 507 12% IBM 2048 2586 3191 12-0" PRECAST 111 370 12PRECAST 383 306 476 587 098-0' 783 5D7 1210 1596 2048 2506 3171 440 940 1300 1560 1314 1476 13'4' PRECAST 270 433 1045 1365 1732 2157 2535 13W PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2805 396 780 1067 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 Iwo 1988 2279 14'-0' PRECAST 71 293 IR-W PRECAST 279 278 360 443 525 809 300 978 1272 18D6 t95o 2380 378 717 901 1192 975 1133 14'48' PRESTRESSED N.R. NR NR NR NR NR I NR 14'-0' PRESTRESSED N.R. 283 14'-0' PRESTRESSED 239 422 506 826 746 ass 468 1079 1420 1824 2277 2712 246 003 980 1237 1474 1715 1641, PRESTRESSED N.R. NR NR NR NR NR NR 16-4* PRESTRESSED N.R. 252 164" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T�' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T4' PRESTRESSED N.R 183 1T4• PRESTRESSED 187 325 365 451 597 ON ON 1121 1413 1739 2047 192 5D6 720 Sot 1135 1312 lw4r PRESTRESSED N.R.19 NR NR NR NR NR NR 4" PRESTRESSED N.R.148 19 4' PRESTRESSED 162 266 348 430 513 595 235 796 959 1200 1467 1718 1B8 428 829 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21.4" PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1166 1486 142 373 637 89D B+6 943 274r PRESTRESSED N.R NR NR NR NR 22'-0' PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 226 290 35D 428 407 550 784 992 1203 1381 137 358 513 659 779 900 24'-0' PRESTRESSED N.R. VNRNR NR NR NR NR NR 24'4" PRESTRESSED N.R 91 24'-0' PRESTRESSED 124 174 245 302 360 418 460 654 824 rota t147 124 319 456 1 581 687 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 S 1441 N. RONAID RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA 9: 0003325 s� a 8 r � d 1 SILMI) . ac LOT: ABBOTT PARK LOT #32 BLK # 9 P120JECT# 04181.000-32091 MODEP 1408" "DAKOTX' GAaAGE SWMO: LEFT PAGE SAFE LOAD TABLES 16 H F^C A{1) SIMPSN HETA16 TRUSS ANCHOR WITH (9)10d x 1 }• NAILS TO TRUSS PLYWOOD SHEATHING, SEE B-(2) SIMPSON HETA76 TRUSS ANCHOR WITH "ROOFANALL/FLOOR SHEATHING (12)16d z 1 }"NAILS TO TRUSS FASTENER SCHEDULE' DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W110d NAILS, 2 ROWS, 3' WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO 1z2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 L13S (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 314"= 4r 0 od TO SIMPSON HTSM20 UPLIFT TRUSS AND (4)1/4• x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL HTSM20 INSTALLED ON # 1900 UPLIFT (2) SIMPSON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL )11010d TO TrFETRUSS AND HORSTO " x 2 1l4" CONTINUOUS BOND BEAM CONTI POURED LINTEL TEN 2 AN IN. 2" COVER & 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) FOR 10'-0" MAX (W/2X4)) m 1 z4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION U a MAY NOT BE N � a REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING G-0" O/C END WALL N OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF IV-0-O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ �L INTERSECTION TYP. BTM. CHORD BRACING (G 1 v SCALE: 3/4"=1'-0" NOTCH DEPTH 114'D OLE DIAMETER E �56TER OLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE e 2/5'D SGL. STUD USED SO LONG AS THEY CONFORM TO THE SPAN ON of FOLLOWING HOLE EDGE >5f 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE ol THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 BTM. OLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE - 3/5D DBL. STUD SUBJECT TO Ft AND F2 FORCES. STUD NOTCHING $ AND BORING LIMITS SCALE: 1 tY2"=1'-0" 11 ALTERNATE MATERIALS _ SCALE: 3/4"=1'-0" .1 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 It C fi E $ ll�l s I R 40 US x Q d SVBDIR 7## TABBOTTKLOT BLK PROJECT 04181.00 -32091 'DE 1408" " DAKOTA" GARAGE 8TfWG: LEFT PAGE: DETAILS 16 PH E . C PRE{NG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT D PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 24 PT. PLATE TO BLK Wl TRUSS PLAN W/ 1/2" DIA. ANCHOR SOLT Wl2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED ® 1U-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3l4"=1'-0' i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 wwwmbdesigngroup.com AA #,. 0003325 b It O V S[JHDIV. de LOT ABBOTT PARK LOT #32 BLK # 9 PROJECT# 04181.000-32091 'DE"' 1408" "DAKOTA" GARAGE SIFMO: LEFT PAGE: DETAILS 1 0 H E IF VTCR SPACING (1) AT EACH END h 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-W O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d Q EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVERS TRUSSES) V-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 601-0 (3) "X" BRACE (1) 'X" BRACE @ CENTER PRE-ENG GABLE TRUSS y,5� (2) W BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUBAAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ n (AS PER TRUSS ENG) e I • PLYWOOD SHEATHING, SEE �I I "ROOF/WALLIFLOOR - SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. VIEW 1x2, 2x WOOD FASCIAfFOR PERSIDE SEE ARCHITECTURALRUSS MFG. 2x SECUREDW/(3)16d DWOOD GALV.COMMON NAILS. 24" O/C, 1 2 SECURED W/ 10d P DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUNPRE-ENGINEERED VAL SECURED W/ (2)12crs MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. � W! HIP RETURN SCALE: 31C=V-9' -1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA is 0003325 V h � f UUU P 64 g- 4n lu O x lij IAFIMJEC,rip vsDrv. ac LOBBOTT PARK LOT #32 BLK # 9 04181.000-32091 aco " 1408" "DAKOTA" GARAGE BT#MG: LEFT PAGE: DETAILS 160 MPH E . C I w rg.VV ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN IQW" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19(32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLEEND. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN i ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC- R 2020, 7M EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATK)N FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SWANK ASTM 10d RING SHANK, 21/2" 0.131 F1667 SCREW SHANK 170,000 RING ((16-20 RINGS RSRS-03 8d RING SHANK, 2 3W 0.113 SCREW SHANK PER INCH ) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 SCREW -MAILS RSRS RSRS-01 nnr I cIX uN I r<uaa—� ROOF SHEATHING EXTERIOR SHEATHING USE 10 COX R 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP O(JTLOOKER RAFTER W/ BLOCKING 1 S"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16- O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 20, 2m 21 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELO ZONE 3,3•, 3, 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS QO 4- O.C. TOP & BOTTOM EDGES U Z O W � _ li I11 10d RING SHANK GUN NAILS . SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ TYP. . SHEATHING ATTACHMENT FOR STRUCT F SHEATHING (—#8 2" DECK SCREWS @ O.C. MAX '@ EDGES & 12'. O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUBfLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC331C33M MAAMIMAGGREGKTE SIZE SHALL BE 3W. WOOD: PROVIDES%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES& STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING. LEDGERS. BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IFOHRALL SLABS-0NlBWI#D WHERE INDICATED ON ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE R CONCRETE BLOCK SHALL BE DRAWINGS, BEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RATEDSHALL BE TO LEVELS OF 0.25 OF A BORATE PRESERVATIVE TREATMENT: FORM -WORK R C O ROBORATETETTRAHEDRAL(DOT . WOOD FORSTRUCTURAL USE THAT SHALL BE TREATED FORANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEART WOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE T ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONM. DESIGN SPECIFICATIONS FORBE STRESS -GRADE LUMBER AND ITS FASTENINGS BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHILL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE A87 A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pal AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S 20 TOP CHORD-rnRco —oM REVIEW. P'# TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #8 BAR - ' 70 paf BTM CHORD-norvconaReM 3042 #5 BAR - 30' #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. m PW TOP CHORD 20 psf TOP CHORD (7 psf w ASPHALT SHINGLES) (10 psf W/ ND GYPCRETE) 10 Psf BTM CHORD 5 psf STM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Pa( CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND "BCSI LATEST EDITION' 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 ANSDASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. 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 WIND: DEAD LOAD SPEED =160M) MPH 3-SECOND GUST EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(NICE BITT-16 BLE(FBC ATTIC UNINHABITABLE ATTIC WITH LIMITED LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED i0 THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pnf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIORTO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40p5f MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMP LANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALLSHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO ARCHITECT. MANUFACTURED IN CONFORMANCE WITH CAD, GRADE = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM . S IN ED. L R RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS BOTTOM OF BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED A AL PUKING CONCRETE FOR IN -WALL COLUMNS. ROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH O WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM CA76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUS -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTIXNICA STRENGTH DATA FOR EACH SEPARATE MIX PRONTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'.F PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTMC94CM OR MEASURING. MIMING TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM VBEN WATER IS ADDED TO THE MO( UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SMALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 9DMINUTES, THE CONCRETE SHALL 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 CONCRETE COVERAGE OVER REBAR SHWLL BE AS FOLLOWS: A 3TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANDDRWEATHER 1-10FOR 05 AND SMALLER Y FOR #5 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SUBS. WALLS AND JOISTS 1-1/7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE T/' 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 3A' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEME EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. C31:iI:N III 7i«�l� �� THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY O E U = 36 KM FOR ANGLES PLATES AND W-SHAPES. S. STRUCTURAL TUBING SHALL BE ASTM A5001ASOOM GRADE B F = 46 kM. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM 1`3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRICAtxW 9QE TYPE 9PACWG REMARKS AP0.1C - 911E I TYPE I SPACING IREMARKS tYLPTFURRWGTO M/SONm'I CONC. CI. EHMOEIEDDOIL NALI1?LONG. a,� .ARAGEDGPi BUQ( TO MASOMiY/GONG. 1/1'DIA. NO WASHER TAPCONM.50NRT FASTENER YaL rz"EMBED.,YENODIST., I-EOGEDST. FM.DOOP9 . Pf, SEE NOtEe CASE HARDENED LOL VIAL 11?LONG. PO,C STAGGEiW:O WPAOMIDOOPo FASTENED GARAGE DODRSUIX TO MASOMlTKLNC. aAW WTSHER EIDANSX)NE0. T 2Y OC 1•EAIBEO..YHD PST., TEDGE DST. wWoow auIX CASENNAEFE:D— vac WWoowAxxxa FAs D METK STRMTo CONTACT THIS ENGINEER FOR SPACING 1.PT.sEeNoree w.s 11rzNGNG. STAGGERED WTo �AAwNRT,naNc. MASONRTI WIJC. REQUIREMENTS EXIT.SWWG DOOR14HCOlA. 2,PT.SEEWTEB ASHEN RAPDOM FASi�ER 1S OC 11?EA1BE0, B'ENp. DST., 1-EM£ NDNREARMG WOOD WALL TO GONG SLAB 1/C EXPANSKW YEMBED.YEND W/WASHER 4<" ., E STAGOST. WE�YBUIX 0.138'PAF.2 RAT PaC 1•END.O..t 1? PT TO STEEL COL.. SEW1W/SHER GERF➢ NDTEs I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / ORNOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngmup.com AA 111: 0003325 Jti: 00033255 Y 4 I3C d l o l k 5 aUBDIV. de LIoT ABBOTT PARK LOT #32 BLK # 9 PliOJECTNp 04181.000-32091 1[ODE's 1408" "DAKOTA" BARAGE SWDTG: LEFT PAGE: DETAILS 16 MPH I* �'l 46-tq